released march i, 1949 type-a architectural plans ... · released march i, 1949 type-a...
TRANSCRIPT
I
bull
bull
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RELEASED MARCH I 1949 TYPE-A
ARCHITECTURAL PLANS SECTIONS amp ELEVATIONS
I
BUILT WITH STRANmiddotSTfEl FRAMING
A SOUND INVESTMENT
GUAT LAKES STIR CORPORATTON
STRAN mn DMSION
-ItO Us PAT Off
1 SHEET NO SHE ET DESCRIPTION PArE ORAWN
REVISION DATES REV NO I REV NO 2 REV He 5 R E V-LATEST
621 FOUNDATION PL AN A ND DETAILS 10-1-48 622 SLA8 TYPE FOUNDATION PLAN AND DETAILS 10-1-48 623 PLAN OF CHANNELS RI8S AND S TUDS I 10 -1-48
I
I -shy -
621 ROOF FRAMING P LAN AND DETAILS 10-1-48 628 ROOF SHEET PLAN AND DETAIL_~~_ I 10-1-48 629 CROSS SECTION AND DETAILS 10-1-48 -630 SOLI 0 END WALL FRAMING AND DETAILS 10-1-48 631 END WALL FRAMING WITH 14-0 X 13-6 DOOR 10-1-48 632 END WALL WIND 8RACES 10-1-48
A5T-3 4-0middot X 4-0middot STEEL LOUVER 5- 13-lt17 ~IO-I- 48 A5T-31 3-6 X 7 0 SWING STEEL DOOR FOR 3 i- STUD WALL 1shy 13-47 6)10-1-48 AST-48 DOOR THRESHOLD FOR 14-0middot X 13 6 SLIDING DOOR 6- 11- 47 10-1- 48 A ST-6 6 14-0 X 13 6 SLIDI NG STEEL DOOR 4- 14-48 10-1-48 12 - 15 - 48 AST 67 12- Omiddot X 12 omiddot SLIDING 5 T EEL DOOR IN CURVED WALLS 10-1 4B AST-68 f5 X 4 - I STEEL WINDOWS FOR 6 CURVED R IS S 10-1 48 AST-59 3-6 X 7 0 SWING STEEL DOOR FOR 6 CURVED RIBS 10 1- 48
AST-76 FIELD INSTALLATION OF FLASHING AT END AND SIDE WALLS 10-1- 48 AST-79 FIELD INSTALLATION OF 14-0 X 13 6 SLIDING DOOR 10-1 48 A ST- 8 I 3-5 X 4 I STEEL WIN DOW FOR STRAIGHT WALL 10-1 48 A ST 83 12- O X 12-0 SLIDING STEEL DOOR 2- 2-48 6 - 1- 48 12- 15-48 AST 77 FOUNDATION WALL POURED CONCRETE OR CONCRETE BLOCK 10-1- 48 A ST 116 20 DIA KNOCKDOWN GALVANIZED VENTILATOR 10- I 48
-shy
- --__- shy
~middot middot middot middotmiddotr
- VIgtItoN1
STRAN ST EEL DI VI SIO N
IN DEX SHEET GaIAT LAKU SlEn COIIIOIAnoN ontOfT MICHtOAN
QUONSET _ 40middot BUILD IN G QUONSET 40 BUILDING 40 FT LONG amp LONGER
40 - A TYPE -rr
FT LONG AND LO NGER - TYP E 10-1-48 - HEB rl IIAR I ~~ --~ lt0 (10 w~middot ~- I Q--40-A INDEX
rltllTt D 1gt1 u
----
tor RIB r-i ~F RIB If ~ 20-O~ END SECTION _ 20O_~EXTENSJQLSE9_TION ZO~O~ EXTg~ ~ION SECTION I f ~ r 16
I 3-10 I 4~O~ 4-0 4-0 middot 4middot0 middot 4-0middot 4 -0 4tOmiddot 4~ I 4-0 4-0 4 -o~ 4-0 I 4Omiddot 3-10 I L t ~ - i - -- - J - - - - - - t - t - r -- ~-- - - - If 0
_ li t- _ ti IF- _ 1Itjt- i-_ --++ tt+- t H+j+ ~I r O-~ I t- ~ I T I i -I
I 1-6 If) A ALL U ANCHOR BOLTS ST-SOO ---l i 2
~I---c-
-
62 I shy - I 9 1 - STD ~ OIA 0 011 - ~ HEX NUTS~
i~ I g-fbull fCVT WlroStf[R 0shy~b
- CIA ~ I ~ ~ T ~ 1bull - 0Ji
~
Hf-~cr J bull z 00 u ANCHOR BOLTo 0 ~ ~I - I ~ 0~ ST-500~ c a r ~~ 0 ~ 9 z gtshyshy~ 0shy ~- z ~ bull ~Q Q ~
bull0 ~ ~ 0 ~ ~ Jm _ 0 o JJ 0- lt[bullz1 t Of BUILDNG l 1__ - ~ a ~
~ g b-bull
l
bull0shy o 0
bullW 0- ZIi s ~ 1 IIi oo 8 W- shy~jl 8i b - ~ o GENERAL NOTESbulla - bull 0 lFOUNDATlON WALLS TO BE 2000 P$ - CONCRETe g~--t~ smiddott 0)
2 ASSUMEO SOIL BEARING VALUpound-4QOO psF ~ shy
IF LOCAL lOlL BlEARING VALUES VARY FROM THE ABOVE FOUNOATION WALLSINSERT AS MANY 20-0 EXTENSION ~~ --- MUST 8E ADJJSTED TO SUIT
SECTIONS AS DESIREO ~
- 3 If THIS DIMENSION EXCEEOS 4 FOLlNOAshy
lION WALLS MUST BE ADJUSTED TOt SUIT INREASED VERTICAL 6 LATERALo i o
II PRESSURE bullC 9 1middot SEE SHEET AST-77 FOR RECOMMENDED DESIGNS OF FOUNDATKlN WALLS EXTENshy -fshy- 1-1t-+shy I)ING MORE THAN 4~ ABOVE GRADE A---A LL u ANCHOR BOLTS ST-500 --7 -I~III) bull-ICD 621 ~SEE slpoundns o5T-61 a 051-69 FORZSPACING SAME AS OPPOSITE SIOEY oo
OO
bull bull bull FOUNDATION DETAILS OF SLIDING
STEEL DOOR ANO WALK IN DOOR IN _I LI CURVED $IDE WALLS T T ~ T+I t - -1L--t~ H H I shyFOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
9 j FEET
l
TYPE
PIICE 1 OESCRIPTION SIZE AND GAGE4 LENGTH OF BUILDING or ANCHOR BOLTS ST~500 U ~ ANCI10R BOLT 12 OIAMETEFI
N 1 1 ~ r a ENO WALL STUOS ( OF ANCHOR BOLTS ell CHANNEL SEE GENERA L ~5 r-rJ-- TOP OF ANCHOR 80LTS NOTpound-3 _ __TOP OF ANCHOR BOLTS -FLOOR --____ I FlOOR LINE
SEE ~ _ COOCRETE FLOOR - j ~ - ~ ~ ~ l- CONCRETE FLOOR o- bull bull bull OPTIONAL STRAN STEEL DIVISION 1 - I OTIONA L ~bull EXPANSION JOIJrIT I i ~ ~~~ I -- -EXPANSKJN JOINT GRut LAm n m COIPOIATlON
DE lOft MiOtCOAwA ~HOR BOLT ST~500 I ~ ANCH OR 80lT ST-500
CONCRETE WALL ~POUREO CONCRETE WAL L OtiOHSET 40 BUILDING ~ r=Jr 91 middot r 40 FT LONG ANO LONGER IV N I bull
o 2 I-- 0 J~ fOUNDATION PtAN ANo~IIS_rEET ~~ 10-1-48 ~ KEB 1lt0laquo RLC SECTION THRU END WALL SECTION THRU SIDE WALL SCALE OF SECTIONS 621~ bull bull ~TI ~_ Q - 40-A AS SHOWIrIi TYPE- A
PlllNTED I bull
bull bull
--
T d 10F Ale
f Rl I f __ _ ~5gt~ END S[CTlON ______~O O EX Qlf SE~TION _ 20O SE c TION~ _~~ _ ~gCTENSION
ii
II 3- IOM +--0middot -0 -0 4-~ 4-0 1 -o_+- - 0 44) ~middot _ 4-0 -0 4 O 4-0middot 310 III - 3~~ -r - - - - shy~ I ~ -+t~-I 11 ~ lt -II111 - ji+- -1t ~ 1+ -+it ~l---
middot- ICO-- shy l ~1 ~ I ALL u ANCHOR BOLr s ST- jOO _ r--Hshy -I-H--li A bull bull
-rbull m
-0
amp bull0 r~
~ -1 shy~
middot I II
1 o
bull i CUT ASHERL ~ 15 81 -I- ~l r ~ I lOlA ~ ulaquoI l
bullz~ ~ I G ~
I
z z0
wi mbull ~I II
I0 ~ i ~ umiddot AN CHOR 80 LT 0
w
I ~ G I ~ ~ ST-5000bull o
~ ~
~ W ~ Z t OF BUILDING~ 0 -------tlt--I a 0bullw
If) z ~ ~ w
-W Ie
0
~ I -0
0
e6 -1 1 G
z ~ - 0
atjl a 1gt i z
Q ~I V O shy bull
I -d0 --lr
I g tmiddott1i~ ~ II) -__ bullr
i INSERT Ai MANT 20-0 middot EXTENSION ~~ o
w
~Ibull SECT IONS AS OESIREO m
t l
- 0
-lt0
I I
z - 9- - iLt------I
NerrE~AlL middotumiddot ANOHOR BOLTS 5T-500 7 ~I~IGD SEE st euroETS AST-67 a 51-69 f OAI PACING SAME AS OPPOSITE SIDE)~ fOUNDATION DETAILS OF SlIOING n -t4- ~i STEEL DOOR AND WALK IN 000 fII
A
t+- I11- CURVED SlOE WAL1SIIt t II I II lit It ++ I It H H
t-shyFOUNDATION PLAN SHOWING AN CHOR 80 LT LOC AT IO N v 10bull
FEET ~ LENGTH OF BUILOING ~
TYPE
SLAB TYPE FOUNDATION - PLAN 8 CpoundTAllS
PIECE MI(i DESCRIPTION SIZE AND GAGE
OF ANCHOR BOLTS S1-500 IuM ANCHOR BOLT il DIAMU N 11 a END WALL STUDS L OF ANCHOR BOLT5 8 CHANNE L
-IN 3 W ~ - A TOP or ANCHOR BOLT S - TOP OF ANCHOR BOLTS
FLOOR LJNf - U - -FLOOR LINE1 ~ADE middot~ bull t _ ~ bullbull 6 X 6 X 10 GA MESH-middotmiddotbull5~ ~ ~ ~__ - STRAN STEel DIV ISION - I- 11-shy~ ~ ~ ( ~6 X6 XIO liA ME SH 0 11 bull GlIAl LAICB SlIIl ClOIIGL4DON0 T URN MESH DOWN INTO SI DE BEAM
DI11tQfr MICJIIIIAM L____+o-C 10 FT OF CONCRE TE FLOORmiddot q(~AT LEaST
I J AND EDGE BlEAM TO BE POURED I NTE GRAL --- ~~j QUONstT -40 LOtN 40 fT LO_ AND LONGER
o 2 I I
FEET 10 -1-41SECTION THRU END WALL ~ SCALE OF SECTIONS SECTION THRU SIDE WALL - - 1tE8 I c_ RLC
( _o_T _ 622- shyQ- 4 0-AICgtU AS SHOWN TYPE-A
o-JIIINT~D WtIgt~A _
~ -
1 _~R~~ __ ~XIE~6JQN SIitTJ 20-0 EllJ~SJOItJiEQT1 1- 1 ~ 16 OF RIB or In OF RIB RIB I 18 _ - r --
__IeII --kO
t ALL CURlEO RIBS ST~12 If (SPACiNG SAME AS OPfOSITE SIDE I
ALL CHANNELS 5T-I220 --4---shy~ ~ ST- STUD ST- STUD 0 _ en
- ~ 9i 3 ST-I481 STUD l 5T- 7 STUD 0 I ~ I ~
--- 5T-1488 STUD ST-1488 STUD- ~J f5 j - ~1-- __ 0
5T-I491 STUO ~ ~ 0 t 9 51-1489 STUD ~ C q
Z 5 III Q 9 5T- 149O STUD t OF JIUI~D~L_____ _ -I-_ _ _ ~ dltt01z () ~
i1 ~i ~ST-1490 STUD
i i ~
~
-t~c 5T-I489 STUD
9 ~ 5T-I488 STUD
1
c Z
5T-1221
Ishy ~
)NSERT AS MANY 2()O middot EXTENSION r~TLn c AS DESIRED
o 0rtftshy
4 LENGTH OF BUILDING _
SCREWS ~ H
~ I shy 5-1220
ANGHOft SOlT _ 51-500
ltgt c z III 0 tshy~ z 3l ~ ~- z - bull 0
~ bull 0i ~ ~
~ o
i2 ~
~
o z ~
ST-1491 mo ~ J - Z
-~ -- ~I ~ ST-+48e 9TOO --shy
PIECE MK DESCRIPTION
t-r- 1230 r-M8euro
STlfD5=shy5T-I49I DOOR JAMB STUD
5T-1200 CHANNEL -ST-I221 CHANNEL
SIZE AND GAOE
6)( 14 GAGE
X 16 GAGE
bull XI6~~Gj 6il XI~XI6 GAGE
31~XIS~X 16 GA
~ shy 11 I ~
-tlshy ~
tttft----4CURVEO RIB ~ STR AN STEEL 01 VI SION NOTE
AIBST-I~ 5 1-1220 b~
GACE OF 51 wILL ~ST-I 230
I~ FACE OF SIOf WAL L ATTACH RIB AND STUDS TO CHANNEL WITH 4-NO 14 SHEET N(TAL SCREWS
GlIAl LAKES SIa ~AfKH4 DITIon MICJIIiOAN
j~ shyDETAL OF CORNER
o bull J- -= INCHES
-+H- TYPICAL CONNECT ION OF RIB TO CHANNEL
-0013 I 9 IF 10-1-48 I R HES
AHOWN
QOONSET -40shy BUILDING ~o FT LONG AND LONGER
TYPE lA
PLAN OF CHANNELS RIBS AND STUO - ~ HES I~ RL C tu_a _If_ -~- -shy623
TYPpound -AQ-4O-A
R lt1-cO H L5A
j abullbullbull 11
11 5
iii ~
bull0
bull bull
~ 00
1+ bull
rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft
OF RB
shy
1-6
bull ~g shy~o
bull0Ww Zo
i0j ~
f i~ It
Z 00
~a - ~
N i-
N ~
g ~
~cnlP-shy-~ ~o I 0 (IN ~ ZW
i ~I-Obull Zshyu~olU E2j0
~~a~ ~w- WLo oo
-4 ~ Z
- W Z
~ g
~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy
5 - PftINS ST- 590shy I 5-PVALJNS 9T-590
m bull EN
t bull bull Ii bull
1 N ~N W
N ~
shybull 1n J
I II I I~ -t ---f
shy ~
-l~ l i ----L
5-PURLINS ST-51O
e Ii bullN
I N ~
~ tT shy 1 ~bull
f
i~
i~shyNshy
-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~
~ ~
+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0
II ++-11 cl I I ft-- + ~li-
I ~ I - fI II H 11----shyi l II 111-1 bull
~
ttl ~ bull bull
114 11 1- 1
] I
--1
1--1 J
1shy
~I~J bull f-shy
1-shy
I I
u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER
DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l
~ L ENGTH OF BlILDlNG ~
ll= 1
I ~
j-
l 1shy
1
~~
71bull
lot
~
jgtI
bull - ~
~Ir 1- Ishy~l bull 1-
t bullbull
-1--1shy I
o w ~
~
i bull ~ ~
~
NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB
CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING
VI~
I 10 -1- 4 8 _ _1 AS SHOWN
PIECE MK I OESeRIPT ION
ST-ISO~ RIB SPLICE CHJNKD
ST- 590 PURL
n-1l28 CHII1ffipoundL~
5T-IZlO CURVEO RIB
I-shy t __
SiZE I) GAGE
f8x XH GA
t X 18GA
illrfliOA
~middot)(r GI
STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON
DfTltOn MlCHIGA
OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER
TYPE -A RO OF FRAMlNG PL AN
bullbull- JHM 1- VAR ~~
shy - _ -of Q 40 - A - 627
TYPE -A
HlmfD IIlt VSA
f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP
(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~
j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf
SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-
7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP
I IJT I SJol-lt $ 1-]4 Sl~ C ST-32
~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS
S1-~4 I ST-34 SH4 s~ ~ r ~T1l
~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t
if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~
STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___
I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I
-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS
CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m
~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound
bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8
~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~
I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES
S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$
ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II
~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I
bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C
51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I
11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C
11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl
Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound
STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM
~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32
QUONSET 40 aUlUJlNG
DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS
rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A
o MEASURED ON OU TSIDe OF 51shy
23 --shy -shy~e _~ __
FL04NG(
CURvED SHEETS 5T-1250
ttRIB ST-12 30
GAL-v LEAD SEAL NAILS 8~ OC ~ 0
0 ~RCE
i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE
MASTIC SEAL BETWEEN FLASHING
U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas
tshy
01
I - ~N(L- Sf lila
IRIDOINfI
bull --l-r- 3 CURE~S 511r50
RIB 51 - 1230
1 - 51-150amp
bull
PURLIN ST shy 590 -
2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING
t OF eUILDING
dO ~
~Il
NUTS Il WASHERS
spuu CHANNEL --~ ~-I~ 101H $10pound$
-CHAHn IIUDOINCI srmiddotll26
OftE SlOE M 1 ONLY
$T -1 41O
SHEETS
RI8 ST-I230
OETAIL OF TYPICAL RIB SPLICE V ~Q812
bull litC
RI8 51- 1210 RI8 S1middot 1230 -_
I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot
~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C
FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS
SHEET METAL SCREWS ~ TOf CWLY
eKAHt[l RIOOHG S7 tJt6
~ 6 Ra
GEflTER TO CENTfJt 0 1185
INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -
INCI1~
CONCRETE
4 01shy OUT TO OUT OF FOUNDATION
TYPICAL CROSS SECTION o
FEE T middot
- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN
ST lno
6 RIB S7-1230 PUALIN ST ~90
DETAIL OF PURLIN TO RIB CONNECTION
031912__ 7= INCHES
_VISIONS
ANCHOR 80LT
La I( DESCRIP TiO I SIZE bull GAGE
1ST 5 f1 0 IPURLN 12 I II (lA
ST- 1230 I CURVED Ria a~ II 14 GA
Sflttll
ST-I505
$7-1410
CHAHNEL
~n eDli RIB SPLIO [ C~NNEL
FLASHING
CORRUGATED SHEET
~ x 1 x 16 GA
JaX QA
4 t4 ~~)( II 0
26 GA GlV
26 GA CiALV
STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON
ouon MICHIGAN
QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER
-shy -shy 10- 1-48
01 4$ SHOWN
TYPE-~A
CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR
~ oetI shy 0 - 40- A 629
a
4 Omiddot
~NIi D IN I) ~ A
bullbull
(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS
---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU
~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4
51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4
~
~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -
I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc
RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_
f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER
- em4W1l11 AILS
i ~
bull
Q~ 1 rf - shy~A~
g ~ ~ ~bull bull bull
bull bull~ ~ ~I bull ~ ( i
~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull
( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _
ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i
IIIAIL Imiddotac J~ BEAD MASTlC --
(
~tl
( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS
5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I
L--T ---1- I I l till fW nOOl LJtH j
__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS
_
SltllT Ji
GENUiy NOTES
I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET
V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD
----
t t
5-
r- shy
I
_ f~- r ~ bullbullYIi1 - FIN F
SECT ION ~ o o 10
-t ___ I 12
iNDE5 ---~ruT 1 01 2 3 5 6 ~
t~ (Igt FIVATIINj
oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00
~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC
NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~
I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t
xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA
Jl W3 IT 1 661
S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-
91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII
$T-U fU~fIJ CIRG KiA- GALV
Sor-lit CHANIpound 3r~i x 16GA
AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx
sr-rss ~ __~ lCl4~
1shy
1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110
(JrnooH MlCHIGAtli
OOQrHSET -40- aUILDING 40 FT LONGANb LONGE
TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL
- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1
L~-2~[fr1~T-2 -II
-~ 0 _ SEE SHEET-S32
$~FOR DETAILST-2~ rl il l bull~ ~
ST~54
-0middot Sj 440L
I ST-17
ATTACH SHEET
3iXI6GA STUD
DOOR A5T-66 ----n===i DOOR JAMB STUD
wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot
t
ST-122
~ ~
~I II11) 1
jgt ~
IJd fACE TO reE a CH~~~ middotT-1221
~ ~bull
il ~
5T 221 FIN FLO
LINE
FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS
RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS
liSTUD
~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO
41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________
I PIECES 5T- 113B
ELEVATION OF END WALL FRAMING WITH DOOR
ST- gt8
PIECES 5T-1367
S r~45l
_r
bull MASTIC
MASTIC
~ ~
STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA
ST-II shy I
I----f-tD00R A5T-66
II r mIl r ~~TO 4~ LAF CENTER
STshy 13 H
bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20
ST-2IR FLOOR L INE
5L1DII G DOOR Sf OWG AST- 66 SECTION
ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415
SCA Lpound FO R fLtlATIOHS ~ AS SHOWN
DETAIL
IIICHES
=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC
2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C
3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC
4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~
PIECE opoundSCRIPTIOH SIZE ANO GAGE
A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot
AST-66 SLIDI NG DOOR
ASl1iI1 METAL WINDOW
14-0)1( 13-6 HIGH
3Lmiddot X -IHIGH
~T- 1488 STUD 3-~ X IslA
ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL
ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl
IT-5 4
51 -101
5T-1l1I
ST-amp Sl~14~ 1
5I-f63
$T~OI
st-l4
~-CioIANNEL II( 16 GA
TOP CioIANNEL 3raquo X IIGlo
STUI) 5 )I 16 0
nASHI 16 GA GAl
F LASl-ilN O GAGALV
UFTfI 01 GA
HO WALL Gl _4 I lH)shy
DOOR JIIfB STUD lC161)la)1
BRADE 3 3 ~ XOA
ceR R STR1P i XI
~PLATt 11
f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-
STUN STEEL DIVISION CtA LAW nut COUOIanOH
~ MlQlllloUI
=~
- --END WA Oft
- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631
Iflt I aD
BLDG
S-RIB
I ~
- I
Fi ~I
smiddot 3 Sl UOS
t ~ T ST 44 WIND GIRT Sf- bull bull
4~~ $T 362
ST 4
5T 163
51117
t tmiddotOIA X I- SOU t NUT amp WI5HE R
NA tL T O R IB WITH 8d NAILS
- ST 4 4 0 11
1 10 I 7 _10 7 -
ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING
SCAlpound ~ ~~=_ S FI1(T -
WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l
RI
8l0 G
ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)
SCALE 9 1 I [ T
ST 743
tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-
TRA CK a BRA CK ETS US ED ONI Y
~ST 1I7 SPLICE 5T IO S
Ii I j
4 16 1 ~ 0
bullbull-~J bullbull middot 1 0
0
- I
bull
ST 3amp11
sr 1 fi J
5T 1I1 shy
r OA J( - Ol T S J NV TS 8 WA SHE RS
C oo tshy
SEC ON o l 6 9 I IS
(ND WALL IT H DOO R
lNCHE3 SCALE ---- --shy
regSECTION o bull
NeIllES
~ RIB
TH IRD RIS Re M [N O 8~O~ ____ I
Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT
~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr
bullg bull u
-i
SCAl
~
=22
T 3 8 [NO
f CA bull lOll S AND III VT5_
SECTION 5 T )
C J 6 I 12 15-M- =shy
WAL L STUD
tt OI A X I
30LT 5 AH e NUTS
IN CHES STUO
AND NUT
SECTION copy o 5 6 II 12 It
fiijCI1 iS
CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL
ST362 GRACE ANGLE middot x 8 0A L
STomiddotH-4 ~ACE el lgt 5 x It middot(faA L
nmiddotlIl BRACr l4SlC~middotCA
STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON
on lto MICHIG AN
QUONS[ T 40 BUILDING 40 FT LONG AND LONOER
~
TYPE it WALL WIND
0 Ii f LK ~~ shyTYP[shy A
- shy AS NOTEo
Cmiddot O middot gt- 0_ bull 632
I LHI tLJ LN u s
bull bull ~~--I
middot bull
-
~ bull bull bull 2 bull bull i
2 bull bull bull ~ lqshy ~ 1
N ~ r ~
r =
r
~
r r Z
I
ra-r~
-
r- c
bull middotshy~
r ~
~
bull ~
-I-~ bull bull
~ ~
~ ~
~ ~ -lt
0 bull r 0 co
lt
-
- bullr bull bull
~~ middot o i
0 bull bull
bull - I - shy
bullbull bull gt bull ~
bull ~rmiddot
~
r ~
o
0
amp~
-
s
0
bull
bullbull
~
i ~
bull
g
shy
-
-
~ f
~l
6
bull ~
1
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i
kyenl~
~ -
~
bull
-shy
---shy
-bull bull ~ ~I
4 -
0middot _
__
I I
----
--shy
~LU~
__~LU~ULUL~LU~
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__~
_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
o loll
00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
__~__ ~ H
I ~~ ~ ijj -
bullbullbull _ ~ - 51-
I L I~~nf ~
I i ~
SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
YTo1- J II
J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
~ -l ~ R~r I
jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
91 BI
~~lH IItlF TAffttIII amp~lIfl II In llIIM
~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV
IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
J
orUJ 00 05
bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
~ - ~ b rl-~--~ -~---~---~~
gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
1 SHEET NO SHE ET DESCRIPTION PArE ORAWN
REVISION DATES REV NO I REV NO 2 REV He 5 R E V-LATEST
621 FOUNDATION PL AN A ND DETAILS 10-1-48 622 SLA8 TYPE FOUNDATION PLAN AND DETAILS 10-1-48 623 PLAN OF CHANNELS RI8S AND S TUDS I 10 -1-48
I
I -shy -
621 ROOF FRAMING P LAN AND DETAILS 10-1-48 628 ROOF SHEET PLAN AND DETAIL_~~_ I 10-1-48 629 CROSS SECTION AND DETAILS 10-1-48 -630 SOLI 0 END WALL FRAMING AND DETAILS 10-1-48 631 END WALL FRAMING WITH 14-0 X 13-6 DOOR 10-1-48 632 END WALL WIND 8RACES 10-1-48
A5T-3 4-0middot X 4-0middot STEEL LOUVER 5- 13-lt17 ~IO-I- 48 A5T-31 3-6 X 7 0 SWING STEEL DOOR FOR 3 i- STUD WALL 1shy 13-47 6)10-1-48 AST-48 DOOR THRESHOLD FOR 14-0middot X 13 6 SLIDING DOOR 6- 11- 47 10-1- 48 A ST-6 6 14-0 X 13 6 SLIDI NG STEEL DOOR 4- 14-48 10-1-48 12 - 15 - 48 AST 67 12- Omiddot X 12 omiddot SLIDING 5 T EEL DOOR IN CURVED WALLS 10-1 4B AST-68 f5 X 4 - I STEEL WINDOWS FOR 6 CURVED R IS S 10-1 48 AST-59 3-6 X 7 0 SWING STEEL DOOR FOR 6 CURVED RIBS 10 1- 48
AST-76 FIELD INSTALLATION OF FLASHING AT END AND SIDE WALLS 10-1- 48 AST-79 FIELD INSTALLATION OF 14-0 X 13 6 SLIDING DOOR 10-1 48 A ST- 8 I 3-5 X 4 I STEEL WIN DOW FOR STRAIGHT WALL 10-1 48 A ST 83 12- O X 12-0 SLIDING STEEL DOOR 2- 2-48 6 - 1- 48 12- 15-48 AST 77 FOUNDATION WALL POURED CONCRETE OR CONCRETE BLOCK 10-1- 48 A ST 116 20 DIA KNOCKDOWN GALVANIZED VENTILATOR 10- I 48
-shy
- --__- shy
~middot middot middot middotmiddotr
- VIgtItoN1
STRAN ST EEL DI VI SIO N
IN DEX SHEET GaIAT LAKU SlEn COIIIOIAnoN ontOfT MICHtOAN
QUONSET _ 40middot BUILD IN G QUONSET 40 BUILDING 40 FT LONG amp LONGER
40 - A TYPE -rr
FT LONG AND LO NGER - TYP E 10-1-48 - HEB rl IIAR I ~~ --~ lt0 (10 w~middot ~- I Q--40-A INDEX
rltllTt D 1gt1 u
----
tor RIB r-i ~F RIB If ~ 20-O~ END SECTION _ 20O_~EXTENSJQLSE9_TION ZO~O~ EXTg~ ~ION SECTION I f ~ r 16
I 3-10 I 4~O~ 4-0 4-0 middot 4middot0 middot 4-0middot 4 -0 4tOmiddot 4~ I 4-0 4-0 4 -o~ 4-0 I 4Omiddot 3-10 I L t ~ - i - -- - J - - - - - - t - t - r -- ~-- - - - If 0
_ li t- _ ti IF- _ 1Itjt- i-_ --++ tt+- t H+j+ ~I r O-~ I t- ~ I T I i -I
I 1-6 If) A ALL U ANCHOR BOLTS ST-SOO ---l i 2
~I---c-
-
62 I shy - I 9 1 - STD ~ OIA 0 011 - ~ HEX NUTS~
i~ I g-fbull fCVT WlroStf[R 0shy~b
- CIA ~ I ~ ~ T ~ 1bull - 0Ji
~
Hf-~cr J bull z 00 u ANCHOR BOLTo 0 ~ ~I - I ~ 0~ ST-500~ c a r ~~ 0 ~ 9 z gtshyshy~ 0shy ~- z ~ bull ~Q Q ~
bull0 ~ ~ 0 ~ ~ Jm _ 0 o JJ 0- lt[bullz1 t Of BUILDNG l 1__ - ~ a ~
~ g b-bull
l
bull0shy o 0
bullW 0- ZIi s ~ 1 IIi oo 8 W- shy~jl 8i b - ~ o GENERAL NOTESbulla - bull 0 lFOUNDATlON WALLS TO BE 2000 P$ - CONCRETe g~--t~ smiddott 0)
2 ASSUMEO SOIL BEARING VALUpound-4QOO psF ~ shy
IF LOCAL lOlL BlEARING VALUES VARY FROM THE ABOVE FOUNOATION WALLSINSERT AS MANY 20-0 EXTENSION ~~ --- MUST 8E ADJJSTED TO SUIT
SECTIONS AS DESIREO ~
- 3 If THIS DIMENSION EXCEEOS 4 FOLlNOAshy
lION WALLS MUST BE ADJUSTED TOt SUIT INREASED VERTICAL 6 LATERALo i o
II PRESSURE bullC 9 1middot SEE SHEET AST-77 FOR RECOMMENDED DESIGNS OF FOUNDATKlN WALLS EXTENshy -fshy- 1-1t-+shy I)ING MORE THAN 4~ ABOVE GRADE A---A LL u ANCHOR BOLTS ST-500 --7 -I~III) bull-ICD 621 ~SEE slpoundns o5T-61 a 051-69 FORZSPACING SAME AS OPPOSITE SIOEY oo
OO
bull bull bull FOUNDATION DETAILS OF SLIDING
STEEL DOOR ANO WALK IN DOOR IN _I LI CURVED $IDE WALLS T T ~ T+I t - -1L--t~ H H I shyFOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
9 j FEET
l
TYPE
PIICE 1 OESCRIPTION SIZE AND GAGE4 LENGTH OF BUILDING or ANCHOR BOLTS ST~500 U ~ ANCI10R BOLT 12 OIAMETEFI
N 1 1 ~ r a ENO WALL STUOS ( OF ANCHOR BOLTS ell CHANNEL SEE GENERA L ~5 r-rJ-- TOP OF ANCHOR 80LTS NOTpound-3 _ __TOP OF ANCHOR BOLTS -FLOOR --____ I FlOOR LINE
SEE ~ _ COOCRETE FLOOR - j ~ - ~ ~ ~ l- CONCRETE FLOOR o- bull bull bull OPTIONAL STRAN STEEL DIVISION 1 - I OTIONA L ~bull EXPANSION JOIJrIT I i ~ ~~~ I -- -EXPANSKJN JOINT GRut LAm n m COIPOIATlON
DE lOft MiOtCOAwA ~HOR BOLT ST~500 I ~ ANCH OR 80lT ST-500
CONCRETE WALL ~POUREO CONCRETE WAL L OtiOHSET 40 BUILDING ~ r=Jr 91 middot r 40 FT LONG ANO LONGER IV N I bull
o 2 I-- 0 J~ fOUNDATION PtAN ANo~IIS_rEET ~~ 10-1-48 ~ KEB 1lt0laquo RLC SECTION THRU END WALL SECTION THRU SIDE WALL SCALE OF SECTIONS 621~ bull bull ~TI ~_ Q - 40-A AS SHOWIrIi TYPE- A
PlllNTED I bull
bull bull
--
T d 10F Ale
f Rl I f __ _ ~5gt~ END S[CTlON ______~O O EX Qlf SE~TION _ 20O SE c TION~ _~~ _ ~gCTENSION
ii
II 3- IOM +--0middot -0 -0 4-~ 4-0 1 -o_+- - 0 44) ~middot _ 4-0 -0 4 O 4-0middot 310 III - 3~~ -r - - - - shy~ I ~ -+t~-I 11 ~ lt -II111 - ji+- -1t ~ 1+ -+it ~l---
middot- ICO-- shy l ~1 ~ I ALL u ANCHOR BOLr s ST- jOO _ r--Hshy -I-H--li A bull bull
-rbull m
-0
amp bull0 r~
~ -1 shy~
middot I II
1 o
bull i CUT ASHERL ~ 15 81 -I- ~l r ~ I lOlA ~ ulaquoI l
bullz~ ~ I G ~
I
z z0
wi mbull ~I II
I0 ~ i ~ umiddot AN CHOR 80 LT 0
w
I ~ G I ~ ~ ST-5000bull o
~ ~
~ W ~ Z t OF BUILDING~ 0 -------tlt--I a 0bullw
If) z ~ ~ w
-W Ie
0
~ I -0
0
e6 -1 1 G
z ~ - 0
atjl a 1gt i z
Q ~I V O shy bull
I -d0 --lr
I g tmiddott1i~ ~ II) -__ bullr
i INSERT Ai MANT 20-0 middot EXTENSION ~~ o
w
~Ibull SECT IONS AS OESIREO m
t l
- 0
-lt0
I I
z - 9- - iLt------I
NerrE~AlL middotumiddot ANOHOR BOLTS 5T-500 7 ~I~IGD SEE st euroETS AST-67 a 51-69 f OAI PACING SAME AS OPPOSITE SIDE)~ fOUNDATION DETAILS OF SlIOING n -t4- ~i STEEL DOOR AND WALK IN 000 fII
A
t+- I11- CURVED SlOE WAL1SIIt t II I II lit It ++ I It H H
t-shyFOUNDATION PLAN SHOWING AN CHOR 80 LT LOC AT IO N v 10bull
FEET ~ LENGTH OF BUILOING ~
TYPE
SLAB TYPE FOUNDATION - PLAN 8 CpoundTAllS
PIECE MI(i DESCRIPTION SIZE AND GAGE
OF ANCHOR BOLTS S1-500 IuM ANCHOR BOLT il DIAMU N 11 a END WALL STUDS L OF ANCHOR BOLT5 8 CHANNE L
-IN 3 W ~ - A TOP or ANCHOR BOLT S - TOP OF ANCHOR BOLTS
FLOOR LJNf - U - -FLOOR LINE1 ~ADE middot~ bull t _ ~ bullbull 6 X 6 X 10 GA MESH-middotmiddotbull5~ ~ ~ ~__ - STRAN STEel DIV ISION - I- 11-shy~ ~ ~ ( ~6 X6 XIO liA ME SH 0 11 bull GlIAl LAICB SlIIl ClOIIGL4DON0 T URN MESH DOWN INTO SI DE BEAM
DI11tQfr MICJIIIIAM L____+o-C 10 FT OF CONCRE TE FLOORmiddot q(~AT LEaST
I J AND EDGE BlEAM TO BE POURED I NTE GRAL --- ~~j QUONstT -40 LOtN 40 fT LO_ AND LONGER
o 2 I I
FEET 10 -1-41SECTION THRU END WALL ~ SCALE OF SECTIONS SECTION THRU SIDE WALL - - 1tE8 I c_ RLC
( _o_T _ 622- shyQ- 4 0-AICgtU AS SHOWN TYPE-A
o-JIIINT~D WtIgt~A _
~ -
1 _~R~~ __ ~XIE~6JQN SIitTJ 20-0 EllJ~SJOItJiEQT1 1- 1 ~ 16 OF RIB or In OF RIB RIB I 18 _ - r --
__IeII --kO
t ALL CURlEO RIBS ST~12 If (SPACiNG SAME AS OPfOSITE SIDE I
ALL CHANNELS 5T-I220 --4---shy~ ~ ST- STUD ST- STUD 0 _ en
- ~ 9i 3 ST-I481 STUD l 5T- 7 STUD 0 I ~ I ~
--- 5T-1488 STUD ST-1488 STUD- ~J f5 j - ~1-- __ 0
5T-I491 STUO ~ ~ 0 t 9 51-1489 STUD ~ C q
Z 5 III Q 9 5T- 149O STUD t OF JIUI~D~L_____ _ -I-_ _ _ ~ dltt01z () ~
i1 ~i ~ST-1490 STUD
i i ~
~
-t~c 5T-I489 STUD
9 ~ 5T-I488 STUD
1
c Z
5T-1221
Ishy ~
)NSERT AS MANY 2()O middot EXTENSION r~TLn c AS DESIRED
o 0rtftshy
4 LENGTH OF BUILDING _
SCREWS ~ H
~ I shy 5-1220
ANGHOft SOlT _ 51-500
ltgt c z III 0 tshy~ z 3l ~ ~- z - bull 0
~ bull 0i ~ ~
~ o
i2 ~
~
o z ~
ST-1491 mo ~ J - Z
-~ -- ~I ~ ST-+48e 9TOO --shy
PIECE MK DESCRIPTION
t-r- 1230 r-M8euro
STlfD5=shy5T-I49I DOOR JAMB STUD
5T-1200 CHANNEL -ST-I221 CHANNEL
SIZE AND GAOE
6)( 14 GAGE
X 16 GAGE
bull XI6~~Gj 6il XI~XI6 GAGE
31~XIS~X 16 GA
~ shy 11 I ~
-tlshy ~
tttft----4CURVEO RIB ~ STR AN STEEL 01 VI SION NOTE
AIBST-I~ 5 1-1220 b~
GACE OF 51 wILL ~ST-I 230
I~ FACE OF SIOf WAL L ATTACH RIB AND STUDS TO CHANNEL WITH 4-NO 14 SHEET N(TAL SCREWS
GlIAl LAKES SIa ~AfKH4 DITIon MICJIIiOAN
j~ shyDETAL OF CORNER
o bull J- -= INCHES
-+H- TYPICAL CONNECT ION OF RIB TO CHANNEL
-0013 I 9 IF 10-1-48 I R HES
AHOWN
QOONSET -40shy BUILDING ~o FT LONG AND LONGER
TYPE lA
PLAN OF CHANNELS RIBS AND STUO - ~ HES I~ RL C tu_a _If_ -~- -shy623
TYPpound -AQ-4O-A
R lt1-cO H L5A
j abullbullbull 11
11 5
iii ~
bull0
bull bull
~ 00
1+ bull
rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft
OF RB
shy
1-6
bull ~g shy~o
bull0Ww Zo
i0j ~
f i~ It
Z 00
~a - ~
N i-
N ~
g ~
~cnlP-shy-~ ~o I 0 (IN ~ ZW
i ~I-Obull Zshyu~olU E2j0
~~a~ ~w- WLo oo
-4 ~ Z
- W Z
~ g
~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy
5 - PftINS ST- 590shy I 5-PVALJNS 9T-590
m bull EN
t bull bull Ii bull
1 N ~N W
N ~
shybull 1n J
I II I I~ -t ---f
shy ~
-l~ l i ----L
5-PURLINS ST-51O
e Ii bullN
I N ~
~ tT shy 1 ~bull
f
i~
i~shyNshy
-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~
~ ~
+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0
II ++-11 cl I I ft-- + ~li-
I ~ I - fI II H 11----shyi l II 111-1 bull
~
ttl ~ bull bull
114 11 1- 1
] I
--1
1--1 J
1shy
~I~J bull f-shy
1-shy
I I
u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER
DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l
~ L ENGTH OF BlILDlNG ~
ll= 1
I ~
j-
l 1shy
1
~~
71bull
lot
~
jgtI
bull - ~
~Ir 1- Ishy~l bull 1-
t bullbull
-1--1shy I
o w ~
~
i bull ~ ~
~
NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB
CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING
VI~
I 10 -1- 4 8 _ _1 AS SHOWN
PIECE MK I OESeRIPT ION
ST-ISO~ RIB SPLICE CHJNKD
ST- 590 PURL
n-1l28 CHII1ffipoundL~
5T-IZlO CURVEO RIB
I-shy t __
SiZE I) GAGE
f8x XH GA
t X 18GA
illrfliOA
~middot)(r GI
STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON
DfTltOn MlCHIGA
OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER
TYPE -A RO OF FRAMlNG PL AN
bullbull- JHM 1- VAR ~~
shy - _ -of Q 40 - A - 627
TYPE -A
HlmfD IIlt VSA
f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP
(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~
j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf
SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-
7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP
I IJT I SJol-lt $ 1-]4 Sl~ C ST-32
~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS
S1-~4 I ST-34 SH4 s~ ~ r ~T1l
~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t
if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~
STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___
I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I
-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS
CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m
~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound
bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8
~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~
I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES
S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$
ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II
~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I
bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C
51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I
11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C
11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl
Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound
STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM
~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32
QUONSET 40 aUlUJlNG
DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS
rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A
o MEASURED ON OU TSIDe OF 51shy
23 --shy -shy~e _~ __
FL04NG(
CURvED SHEETS 5T-1250
ttRIB ST-12 30
GAL-v LEAD SEAL NAILS 8~ OC ~ 0
0 ~RCE
i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE
MASTIC SEAL BETWEEN FLASHING
U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas
tshy
01
I - ~N(L- Sf lila
IRIDOINfI
bull --l-r- 3 CURE~S 511r50
RIB 51 - 1230
1 - 51-150amp
bull
PURLIN ST shy 590 -
2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING
t OF eUILDING
dO ~
~Il
NUTS Il WASHERS
spuu CHANNEL --~ ~-I~ 101H $10pound$
-CHAHn IIUDOINCI srmiddotll26
OftE SlOE M 1 ONLY
$T -1 41O
SHEETS
RI8 ST-I230
OETAIL OF TYPICAL RIB SPLICE V ~Q812
bull litC
RI8 51- 1210 RI8 S1middot 1230 -_
I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot
~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C
FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS
SHEET METAL SCREWS ~ TOf CWLY
eKAHt[l RIOOHG S7 tJt6
~ 6 Ra
GEflTER TO CENTfJt 0 1185
INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -
INCI1~
CONCRETE
4 01shy OUT TO OUT OF FOUNDATION
TYPICAL CROSS SECTION o
FEE T middot
- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN
ST lno
6 RIB S7-1230 PUALIN ST ~90
DETAIL OF PURLIN TO RIB CONNECTION
031912__ 7= INCHES
_VISIONS
ANCHOR 80LT
La I( DESCRIP TiO I SIZE bull GAGE
1ST 5 f1 0 IPURLN 12 I II (lA
ST- 1230 I CURVED Ria a~ II 14 GA
Sflttll
ST-I505
$7-1410
CHAHNEL
~n eDli RIB SPLIO [ C~NNEL
FLASHING
CORRUGATED SHEET
~ x 1 x 16 GA
JaX QA
4 t4 ~~)( II 0
26 GA GlV
26 GA CiALV
STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON
ouon MICHIGAN
QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER
-shy -shy 10- 1-48
01 4$ SHOWN
TYPE-~A
CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR
~ oetI shy 0 - 40- A 629
a
4 Omiddot
~NIi D IN I) ~ A
bullbull
(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS
---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU
~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4
51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4
~
~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -
I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc
RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_
f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER
- em4W1l11 AILS
i ~
bull
Q~ 1 rf - shy~A~
g ~ ~ ~bull bull bull
bull bull~ ~ ~I bull ~ ( i
~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull
( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _
ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i
IIIAIL Imiddotac J~ BEAD MASTlC --
(
~tl
( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS
5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I
L--T ---1- I I l till fW nOOl LJtH j
__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS
_
SltllT Ji
GENUiy NOTES
I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET
V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD
----
t t
5-
r- shy
I
_ f~- r ~ bullbullYIi1 - FIN F
SECT ION ~ o o 10
-t ___ I 12
iNDE5 ---~ruT 1 01 2 3 5 6 ~
t~ (Igt FIVATIINj
oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00
~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC
NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~
I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t
xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA
Jl W3 IT 1 661
S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-
91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII
$T-U fU~fIJ CIRG KiA- GALV
Sor-lit CHANIpound 3r~i x 16GA
AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx
sr-rss ~ __~ lCl4~
1shy
1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110
(JrnooH MlCHIGAtli
OOQrHSET -40- aUILDING 40 FT LONGANb LONGE
TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL
- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1
L~-2~[fr1~T-2 -II
-~ 0 _ SEE SHEET-S32
$~FOR DETAILST-2~ rl il l bull~ ~
ST~54
-0middot Sj 440L
I ST-17
ATTACH SHEET
3iXI6GA STUD
DOOR A5T-66 ----n===i DOOR JAMB STUD
wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot
t
ST-122
~ ~
~I II11) 1
jgt ~
IJd fACE TO reE a CH~~~ middotT-1221
~ ~bull
il ~
5T 221 FIN FLO
LINE
FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS
RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS
liSTUD
~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO
41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________
I PIECES 5T- 113B
ELEVATION OF END WALL FRAMING WITH DOOR
ST- gt8
PIECES 5T-1367
S r~45l
_r
bull MASTIC
MASTIC
~ ~
STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA
ST-II shy I
I----f-tD00R A5T-66
II r mIl r ~~TO 4~ LAF CENTER
STshy 13 H
bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20
ST-2IR FLOOR L INE
5L1DII G DOOR Sf OWG AST- 66 SECTION
ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415
SCA Lpound FO R fLtlATIOHS ~ AS SHOWN
DETAIL
IIICHES
=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC
2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C
3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC
4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~
PIECE opoundSCRIPTIOH SIZE ANO GAGE
A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot
AST-66 SLIDI NG DOOR
ASl1iI1 METAL WINDOW
14-0)1( 13-6 HIGH
3Lmiddot X -IHIGH
~T- 1488 STUD 3-~ X IslA
ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL
ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl
IT-5 4
51 -101
5T-1l1I
ST-amp Sl~14~ 1
5I-f63
$T~OI
st-l4
~-CioIANNEL II( 16 GA
TOP CioIANNEL 3raquo X IIGlo
STUI) 5 )I 16 0
nASHI 16 GA GAl
F LASl-ilN O GAGALV
UFTfI 01 GA
HO WALL Gl _4 I lH)shy
DOOR JIIfB STUD lC161)la)1
BRADE 3 3 ~ XOA
ceR R STR1P i XI
~PLATt 11
f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-
STUN STEEL DIVISION CtA LAW nut COUOIanOH
~ MlQlllloUI
=~
- --END WA Oft
- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631
Iflt I aD
BLDG
S-RIB
I ~
- I
Fi ~I
smiddot 3 Sl UOS
t ~ T ST 44 WIND GIRT Sf- bull bull
4~~ $T 362
ST 4
5T 163
51117
t tmiddotOIA X I- SOU t NUT amp WI5HE R
NA tL T O R IB WITH 8d NAILS
- ST 4 4 0 11
1 10 I 7 _10 7 -
ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING
SCAlpound ~ ~~=_ S FI1(T -
WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l
RI
8l0 G
ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)
SCALE 9 1 I [ T
ST 743
tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-
TRA CK a BRA CK ETS US ED ONI Y
~ST 1I7 SPLICE 5T IO S
Ii I j
4 16 1 ~ 0
bullbull-~J bullbull middot 1 0
0
- I
bull
ST 3amp11
sr 1 fi J
5T 1I1 shy
r OA J( - Ol T S J NV TS 8 WA SHE RS
C oo tshy
SEC ON o l 6 9 I IS
(ND WALL IT H DOO R
lNCHE3 SCALE ---- --shy
regSECTION o bull
NeIllES
~ RIB
TH IRD RIS Re M [N O 8~O~ ____ I
Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT
~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr
bullg bull u
-i
SCAl
~
=22
T 3 8 [NO
f CA bull lOll S AND III VT5_
SECTION 5 T )
C J 6 I 12 15-M- =shy
WAL L STUD
tt OI A X I
30LT 5 AH e NUTS
IN CHES STUO
AND NUT
SECTION copy o 5 6 II 12 It
fiijCI1 iS
CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL
ST362 GRACE ANGLE middot x 8 0A L
STomiddotH-4 ~ACE el lgt 5 x It middot(faA L
nmiddotlIl BRACr l4SlC~middotCA
STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON
on lto MICHIG AN
QUONS[ T 40 BUILDING 40 FT LONG AND LONOER
~
TYPE it WALL WIND
0 Ii f LK ~~ shyTYP[shy A
- shy AS NOTEo
Cmiddot O middot gt- 0_ bull 632
I LHI tLJ LN u s
bull bull ~~--I
middot bull
-
~ bull bull bull 2 bull bull i
2 bull bull bull ~ lqshy ~ 1
N ~ r ~
r =
r
~
r r Z
I
ra-r~
-
r- c
bull middotshy~
r ~
~
bull ~
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~ ~
~ ~
~ ~ -lt
0 bull r 0 co
lt
-
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~~ middot o i
0 bull bull
bull - I - shy
bullbull bull gt bull ~
bull ~rmiddot
~
r ~
o
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amp~
-
s
0
bull
bullbull
~
i ~
bull
g
shy
-
-
~ f
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6
bull ~
1
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i
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bull
-shy
---shy
-bull bull ~ ~I
4 -
0middot _
__
I I
----
--shy
~LU~
__~LU~ULUL~LU~
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__~
_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
o loll
00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
__~__ ~ H
I ~~ ~ ijj -
bullbullbull _ ~ - 51-
I L I~~nf ~
I i ~
SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
YTo1- J II
J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
~ -l ~ R~r I
jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
91 BI
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~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV
IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
J
orUJ 00 05
bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
~ - ~ b rl-~--~ -~---~---~~
gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
----
tor RIB r-i ~F RIB If ~ 20-O~ END SECTION _ 20O_~EXTENSJQLSE9_TION ZO~O~ EXTg~ ~ION SECTION I f ~ r 16
I 3-10 I 4~O~ 4-0 4-0 middot 4middot0 middot 4-0middot 4 -0 4tOmiddot 4~ I 4-0 4-0 4 -o~ 4-0 I 4Omiddot 3-10 I L t ~ - i - -- - J - - - - - - t - t - r -- ~-- - - - If 0
_ li t- _ ti IF- _ 1Itjt- i-_ --++ tt+- t H+j+ ~I r O-~ I t- ~ I T I i -I
I 1-6 If) A ALL U ANCHOR BOLTS ST-SOO ---l i 2
~I---c-
-
62 I shy - I 9 1 - STD ~ OIA 0 011 - ~ HEX NUTS~
i~ I g-fbull fCVT WlroStf[R 0shy~b
- CIA ~ I ~ ~ T ~ 1bull - 0Ji
~
Hf-~cr J bull z 00 u ANCHOR BOLTo 0 ~ ~I - I ~ 0~ ST-500~ c a r ~~ 0 ~ 9 z gtshyshy~ 0shy ~- z ~ bull ~Q Q ~
bull0 ~ ~ 0 ~ ~ Jm _ 0 o JJ 0- lt[bullz1 t Of BUILDNG l 1__ - ~ a ~
~ g b-bull
l
bull0shy o 0
bullW 0- ZIi s ~ 1 IIi oo 8 W- shy~jl 8i b - ~ o GENERAL NOTESbulla - bull 0 lFOUNDATlON WALLS TO BE 2000 P$ - CONCRETe g~--t~ smiddott 0)
2 ASSUMEO SOIL BEARING VALUpound-4QOO psF ~ shy
IF LOCAL lOlL BlEARING VALUES VARY FROM THE ABOVE FOUNOATION WALLSINSERT AS MANY 20-0 EXTENSION ~~ --- MUST 8E ADJJSTED TO SUIT
SECTIONS AS DESIREO ~
- 3 If THIS DIMENSION EXCEEOS 4 FOLlNOAshy
lION WALLS MUST BE ADJUSTED TOt SUIT INREASED VERTICAL 6 LATERALo i o
II PRESSURE bullC 9 1middot SEE SHEET AST-77 FOR RECOMMENDED DESIGNS OF FOUNDATKlN WALLS EXTENshy -fshy- 1-1t-+shy I)ING MORE THAN 4~ ABOVE GRADE A---A LL u ANCHOR BOLTS ST-500 --7 -I~III) bull-ICD 621 ~SEE slpoundns o5T-61 a 051-69 FORZSPACING SAME AS OPPOSITE SIOEY oo
OO
bull bull bull FOUNDATION DETAILS OF SLIDING
STEEL DOOR ANO WALK IN DOOR IN _I LI CURVED $IDE WALLS T T ~ T+I t - -1L--t~ H H I shyFOUNDATION PLAN SHOWING ANCHOR BOLT LOCATION
9 j FEET
l
TYPE
PIICE 1 OESCRIPTION SIZE AND GAGE4 LENGTH OF BUILDING or ANCHOR BOLTS ST~500 U ~ ANCI10R BOLT 12 OIAMETEFI
N 1 1 ~ r a ENO WALL STUOS ( OF ANCHOR BOLTS ell CHANNEL SEE GENERA L ~5 r-rJ-- TOP OF ANCHOR 80LTS NOTpound-3 _ __TOP OF ANCHOR BOLTS -FLOOR --____ I FlOOR LINE
SEE ~ _ COOCRETE FLOOR - j ~ - ~ ~ ~ l- CONCRETE FLOOR o- bull bull bull OPTIONAL STRAN STEEL DIVISION 1 - I OTIONA L ~bull EXPANSION JOIJrIT I i ~ ~~~ I -- -EXPANSKJN JOINT GRut LAm n m COIPOIATlON
DE lOft MiOtCOAwA ~HOR BOLT ST~500 I ~ ANCH OR 80lT ST-500
CONCRETE WALL ~POUREO CONCRETE WAL L OtiOHSET 40 BUILDING ~ r=Jr 91 middot r 40 FT LONG ANO LONGER IV N I bull
o 2 I-- 0 J~ fOUNDATION PtAN ANo~IIS_rEET ~~ 10-1-48 ~ KEB 1lt0laquo RLC SECTION THRU END WALL SECTION THRU SIDE WALL SCALE OF SECTIONS 621~ bull bull ~TI ~_ Q - 40-A AS SHOWIrIi TYPE- A
PlllNTED I bull
bull bull
--
T d 10F Ale
f Rl I f __ _ ~5gt~ END S[CTlON ______~O O EX Qlf SE~TION _ 20O SE c TION~ _~~ _ ~gCTENSION
ii
II 3- IOM +--0middot -0 -0 4-~ 4-0 1 -o_+- - 0 44) ~middot _ 4-0 -0 4 O 4-0middot 310 III - 3~~ -r - - - - shy~ I ~ -+t~-I 11 ~ lt -II111 - ji+- -1t ~ 1+ -+it ~l---
middot- ICO-- shy l ~1 ~ I ALL u ANCHOR BOLr s ST- jOO _ r--Hshy -I-H--li A bull bull
-rbull m
-0
amp bull0 r~
~ -1 shy~
middot I II
1 o
bull i CUT ASHERL ~ 15 81 -I- ~l r ~ I lOlA ~ ulaquoI l
bullz~ ~ I G ~
I
z z0
wi mbull ~I II
I0 ~ i ~ umiddot AN CHOR 80 LT 0
w
I ~ G I ~ ~ ST-5000bull o
~ ~
~ W ~ Z t OF BUILDING~ 0 -------tlt--I a 0bullw
If) z ~ ~ w
-W Ie
0
~ I -0
0
e6 -1 1 G
z ~ - 0
atjl a 1gt i z
Q ~I V O shy bull
I -d0 --lr
I g tmiddott1i~ ~ II) -__ bullr
i INSERT Ai MANT 20-0 middot EXTENSION ~~ o
w
~Ibull SECT IONS AS OESIREO m
t l
- 0
-lt0
I I
z - 9- - iLt------I
NerrE~AlL middotumiddot ANOHOR BOLTS 5T-500 7 ~I~IGD SEE st euroETS AST-67 a 51-69 f OAI PACING SAME AS OPPOSITE SIDE)~ fOUNDATION DETAILS OF SlIOING n -t4- ~i STEEL DOOR AND WALK IN 000 fII
A
t+- I11- CURVED SlOE WAL1SIIt t II I II lit It ++ I It H H
t-shyFOUNDATION PLAN SHOWING AN CHOR 80 LT LOC AT IO N v 10bull
FEET ~ LENGTH OF BUILOING ~
TYPE
SLAB TYPE FOUNDATION - PLAN 8 CpoundTAllS
PIECE MI(i DESCRIPTION SIZE AND GAGE
OF ANCHOR BOLTS S1-500 IuM ANCHOR BOLT il DIAMU N 11 a END WALL STUDS L OF ANCHOR BOLT5 8 CHANNE L
-IN 3 W ~ - A TOP or ANCHOR BOLT S - TOP OF ANCHOR BOLTS
FLOOR LJNf - U - -FLOOR LINE1 ~ADE middot~ bull t _ ~ bullbull 6 X 6 X 10 GA MESH-middotmiddotbull5~ ~ ~ ~__ - STRAN STEel DIV ISION - I- 11-shy~ ~ ~ ( ~6 X6 XIO liA ME SH 0 11 bull GlIAl LAICB SlIIl ClOIIGL4DON0 T URN MESH DOWN INTO SI DE BEAM
DI11tQfr MICJIIIIAM L____+o-C 10 FT OF CONCRE TE FLOORmiddot q(~AT LEaST
I J AND EDGE BlEAM TO BE POURED I NTE GRAL --- ~~j QUONstT -40 LOtN 40 fT LO_ AND LONGER
o 2 I I
FEET 10 -1-41SECTION THRU END WALL ~ SCALE OF SECTIONS SECTION THRU SIDE WALL - - 1tE8 I c_ RLC
( _o_T _ 622- shyQ- 4 0-AICgtU AS SHOWN TYPE-A
o-JIIINT~D WtIgt~A _
~ -
1 _~R~~ __ ~XIE~6JQN SIitTJ 20-0 EllJ~SJOItJiEQT1 1- 1 ~ 16 OF RIB or In OF RIB RIB I 18 _ - r --
__IeII --kO
t ALL CURlEO RIBS ST~12 If (SPACiNG SAME AS OPfOSITE SIDE I
ALL CHANNELS 5T-I220 --4---shy~ ~ ST- STUD ST- STUD 0 _ en
- ~ 9i 3 ST-I481 STUD l 5T- 7 STUD 0 I ~ I ~
--- 5T-1488 STUD ST-1488 STUD- ~J f5 j - ~1-- __ 0
5T-I491 STUO ~ ~ 0 t 9 51-1489 STUD ~ C q
Z 5 III Q 9 5T- 149O STUD t OF JIUI~D~L_____ _ -I-_ _ _ ~ dltt01z () ~
i1 ~i ~ST-1490 STUD
i i ~
~
-t~c 5T-I489 STUD
9 ~ 5T-I488 STUD
1
c Z
5T-1221
Ishy ~
)NSERT AS MANY 2()O middot EXTENSION r~TLn c AS DESIRED
o 0rtftshy
4 LENGTH OF BUILDING _
SCREWS ~ H
~ I shy 5-1220
ANGHOft SOlT _ 51-500
ltgt c z III 0 tshy~ z 3l ~ ~- z - bull 0
~ bull 0i ~ ~
~ o
i2 ~
~
o z ~
ST-1491 mo ~ J - Z
-~ -- ~I ~ ST-+48e 9TOO --shy
PIECE MK DESCRIPTION
t-r- 1230 r-M8euro
STlfD5=shy5T-I49I DOOR JAMB STUD
5T-1200 CHANNEL -ST-I221 CHANNEL
SIZE AND GAOE
6)( 14 GAGE
X 16 GAGE
bull XI6~~Gj 6il XI~XI6 GAGE
31~XIS~X 16 GA
~ shy 11 I ~
-tlshy ~
tttft----4CURVEO RIB ~ STR AN STEEL 01 VI SION NOTE
AIBST-I~ 5 1-1220 b~
GACE OF 51 wILL ~ST-I 230
I~ FACE OF SIOf WAL L ATTACH RIB AND STUDS TO CHANNEL WITH 4-NO 14 SHEET N(TAL SCREWS
GlIAl LAKES SIa ~AfKH4 DITIon MICJIIiOAN
j~ shyDETAL OF CORNER
o bull J- -= INCHES
-+H- TYPICAL CONNECT ION OF RIB TO CHANNEL
-0013 I 9 IF 10-1-48 I R HES
AHOWN
QOONSET -40shy BUILDING ~o FT LONG AND LONGER
TYPE lA
PLAN OF CHANNELS RIBS AND STUO - ~ HES I~ RL C tu_a _If_ -~- -shy623
TYPpound -AQ-4O-A
R lt1-cO H L5A
j abullbullbull 11
11 5
iii ~
bull0
bull bull
~ 00
1+ bull
rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft
OF RB
shy
1-6
bull ~g shy~o
bull0Ww Zo
i0j ~
f i~ It
Z 00
~a - ~
N i-
N ~
g ~
~cnlP-shy-~ ~o I 0 (IN ~ ZW
i ~I-Obull Zshyu~olU E2j0
~~a~ ~w- WLo oo
-4 ~ Z
- W Z
~ g
~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy
5 - PftINS ST- 590shy I 5-PVALJNS 9T-590
m bull EN
t bull bull Ii bull
1 N ~N W
N ~
shybull 1n J
I II I I~ -t ---f
shy ~
-l~ l i ----L
5-PURLINS ST-51O
e Ii bullN
I N ~
~ tT shy 1 ~bull
f
i~
i~shyNshy
-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~
~ ~
+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0
II ++-11 cl I I ft-- + ~li-
I ~ I - fI II H 11----shyi l II 111-1 bull
~
ttl ~ bull bull
114 11 1- 1
] I
--1
1--1 J
1shy
~I~J bull f-shy
1-shy
I I
u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER
DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l
~ L ENGTH OF BlILDlNG ~
ll= 1
I ~
j-
l 1shy
1
~~
71bull
lot
~
jgtI
bull - ~
~Ir 1- Ishy~l bull 1-
t bullbull
-1--1shy I
o w ~
~
i bull ~ ~
~
NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB
CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING
VI~
I 10 -1- 4 8 _ _1 AS SHOWN
PIECE MK I OESeRIPT ION
ST-ISO~ RIB SPLICE CHJNKD
ST- 590 PURL
n-1l28 CHII1ffipoundL~
5T-IZlO CURVEO RIB
I-shy t __
SiZE I) GAGE
f8x XH GA
t X 18GA
illrfliOA
~middot)(r GI
STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON
DfTltOn MlCHIGA
OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER
TYPE -A RO OF FRAMlNG PL AN
bullbull- JHM 1- VAR ~~
shy - _ -of Q 40 - A - 627
TYPE -A
HlmfD IIlt VSA
f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP
(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~
j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf
SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-
7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP
I IJT I SJol-lt $ 1-]4 Sl~ C ST-32
~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS
S1-~4 I ST-34 SH4 s~ ~ r ~T1l
~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t
if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~
STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___
I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I
-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS
CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m
~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound
bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8
~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~
I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES
S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$
ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II
~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I
bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C
51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I
11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C
11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl
Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound
STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM
~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32
QUONSET 40 aUlUJlNG
DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS
rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A
o MEASURED ON OU TSIDe OF 51shy
23 --shy -shy~e _~ __
FL04NG(
CURvED SHEETS 5T-1250
ttRIB ST-12 30
GAL-v LEAD SEAL NAILS 8~ OC ~ 0
0 ~RCE
i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE
MASTIC SEAL BETWEEN FLASHING
U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas
tshy
01
I - ~N(L- Sf lila
IRIDOINfI
bull --l-r- 3 CURE~S 511r50
RIB 51 - 1230
1 - 51-150amp
bull
PURLIN ST shy 590 -
2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING
t OF eUILDING
dO ~
~Il
NUTS Il WASHERS
spuu CHANNEL --~ ~-I~ 101H $10pound$
-CHAHn IIUDOINCI srmiddotll26
OftE SlOE M 1 ONLY
$T -1 41O
SHEETS
RI8 ST-I230
OETAIL OF TYPICAL RIB SPLICE V ~Q812
bull litC
RI8 51- 1210 RI8 S1middot 1230 -_
I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot
~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C
FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS
SHEET METAL SCREWS ~ TOf CWLY
eKAHt[l RIOOHG S7 tJt6
~ 6 Ra
GEflTER TO CENTfJt 0 1185
INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -
INCI1~
CONCRETE
4 01shy OUT TO OUT OF FOUNDATION
TYPICAL CROSS SECTION o
FEE T middot
- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN
ST lno
6 RIB S7-1230 PUALIN ST ~90
DETAIL OF PURLIN TO RIB CONNECTION
031912__ 7= INCHES
_VISIONS
ANCHOR 80LT
La I( DESCRIP TiO I SIZE bull GAGE
1ST 5 f1 0 IPURLN 12 I II (lA
ST- 1230 I CURVED Ria a~ II 14 GA
Sflttll
ST-I505
$7-1410
CHAHNEL
~n eDli RIB SPLIO [ C~NNEL
FLASHING
CORRUGATED SHEET
~ x 1 x 16 GA
JaX QA
4 t4 ~~)( II 0
26 GA GlV
26 GA CiALV
STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON
ouon MICHIGAN
QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER
-shy -shy 10- 1-48
01 4$ SHOWN
TYPE-~A
CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR
~ oetI shy 0 - 40- A 629
a
4 Omiddot
~NIi D IN I) ~ A
bullbull
(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS
---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU
~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4
51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4
~
~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -
I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc
RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_
f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER
- em4W1l11 AILS
i ~
bull
Q~ 1 rf - shy~A~
g ~ ~ ~bull bull bull
bull bull~ ~ ~I bull ~ ( i
~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull
( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _
ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i
IIIAIL Imiddotac J~ BEAD MASTlC --
(
~tl
( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS
5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I
L--T ---1- I I l till fW nOOl LJtH j
__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS
_
SltllT Ji
GENUiy NOTES
I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET
V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD
----
t t
5-
r- shy
I
_ f~- r ~ bullbullYIi1 - FIN F
SECT ION ~ o o 10
-t ___ I 12
iNDE5 ---~ruT 1 01 2 3 5 6 ~
t~ (Igt FIVATIINj
oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00
~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC
NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~
I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t
xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA
Jl W3 IT 1 661
S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-
91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII
$T-U fU~fIJ CIRG KiA- GALV
Sor-lit CHANIpound 3r~i x 16GA
AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx
sr-rss ~ __~ lCl4~
1shy
1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110
(JrnooH MlCHIGAtli
OOQrHSET -40- aUILDING 40 FT LONGANb LONGE
TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL
- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1
L~-2~[fr1~T-2 -II
-~ 0 _ SEE SHEET-S32
$~FOR DETAILST-2~ rl il l bull~ ~
ST~54
-0middot Sj 440L
I ST-17
ATTACH SHEET
3iXI6GA STUD
DOOR A5T-66 ----n===i DOOR JAMB STUD
wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot
t
ST-122
~ ~
~I II11) 1
jgt ~
IJd fACE TO reE a CH~~~ middotT-1221
~ ~bull
il ~
5T 221 FIN FLO
LINE
FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS
RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS
liSTUD
~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO
41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________
I PIECES 5T- 113B
ELEVATION OF END WALL FRAMING WITH DOOR
ST- gt8
PIECES 5T-1367
S r~45l
_r
bull MASTIC
MASTIC
~ ~
STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA
ST-II shy I
I----f-tD00R A5T-66
II r mIl r ~~TO 4~ LAF CENTER
STshy 13 H
bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20
ST-2IR FLOOR L INE
5L1DII G DOOR Sf OWG AST- 66 SECTION
ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415
SCA Lpound FO R fLtlATIOHS ~ AS SHOWN
DETAIL
IIICHES
=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC
2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C
3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC
4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~
PIECE opoundSCRIPTIOH SIZE ANO GAGE
A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot
AST-66 SLIDI NG DOOR
ASl1iI1 METAL WINDOW
14-0)1( 13-6 HIGH
3Lmiddot X -IHIGH
~T- 1488 STUD 3-~ X IslA
ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL
ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl
IT-5 4
51 -101
5T-1l1I
ST-amp Sl~14~ 1
5I-f63
$T~OI
st-l4
~-CioIANNEL II( 16 GA
TOP CioIANNEL 3raquo X IIGlo
STUI) 5 )I 16 0
nASHI 16 GA GAl
F LASl-ilN O GAGALV
UFTfI 01 GA
HO WALL Gl _4 I lH)shy
DOOR JIIfB STUD lC161)la)1
BRADE 3 3 ~ XOA
ceR R STR1P i XI
~PLATt 11
f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-
STUN STEEL DIVISION CtA LAW nut COUOIanOH
~ MlQlllloUI
=~
- --END WA Oft
- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631
Iflt I aD
BLDG
S-RIB
I ~
- I
Fi ~I
smiddot 3 Sl UOS
t ~ T ST 44 WIND GIRT Sf- bull bull
4~~ $T 362
ST 4
5T 163
51117
t tmiddotOIA X I- SOU t NUT amp WI5HE R
NA tL T O R IB WITH 8d NAILS
- ST 4 4 0 11
1 10 I 7 _10 7 -
ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING
SCAlpound ~ ~~=_ S FI1(T -
WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l
RI
8l0 G
ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)
SCALE 9 1 I [ T
ST 743
tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-
TRA CK a BRA CK ETS US ED ONI Y
~ST 1I7 SPLICE 5T IO S
Ii I j
4 16 1 ~ 0
bullbull-~J bullbull middot 1 0
0
- I
bull
ST 3amp11
sr 1 fi J
5T 1I1 shy
r OA J( - Ol T S J NV TS 8 WA SHE RS
C oo tshy
SEC ON o l 6 9 I IS
(ND WALL IT H DOO R
lNCHE3 SCALE ---- --shy
regSECTION o bull
NeIllES
~ RIB
TH IRD RIS Re M [N O 8~O~ ____ I
Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT
~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr
bullg bull u
-i
SCAl
~
=22
T 3 8 [NO
f CA bull lOll S AND III VT5_
SECTION 5 T )
C J 6 I 12 15-M- =shy
WAL L STUD
tt OI A X I
30LT 5 AH e NUTS
IN CHES STUO
AND NUT
SECTION copy o 5 6 II 12 It
fiijCI1 iS
CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL
ST362 GRACE ANGLE middot x 8 0A L
STomiddotH-4 ~ACE el lgt 5 x It middot(faA L
nmiddotlIl BRACr l4SlC~middotCA
STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON
on lto MICHIG AN
QUONS[ T 40 BUILDING 40 FT LONG AND LONOER
~
TYPE it WALL WIND
0 Ii f LK ~~ shyTYP[shy A
- shy AS NOTEo
Cmiddot O middot gt- 0_ bull 632
I LHI tLJ LN u s
bull bull ~~--I
middot bull
-
~ bull bull bull 2 bull bull i
2 bull bull bull ~ lqshy ~ 1
N ~ r ~
r =
r
~
r r Z
I
ra-r~
-
r- c
bull middotshy~
r ~
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bull ~
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~ ~
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lt
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~~ middot o i
0 bull bull
bull - I - shy
bullbull bull gt bull ~
bull ~rmiddot
~
r ~
o
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amp~
-
s
0
bull
bullbull
~
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bull
g
shy
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bull ~
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i
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bull
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---shy
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4 -
0middot _
__
I I
----
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~LU~
__~LU~ULUL~LU~
__
__
__
__
__
__
__
__
__
__
__
__
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__
__~
_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
o loll
00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
__~__ ~ H
I ~~ ~ ijj -
bullbullbull _ ~ - 51-
I L I~~nf ~
I i ~
SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
YTo1- J II
J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
~ -l ~ R~r I
jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
91 BI
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IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
J
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bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
~ - ~ b rl-~--~ -~---~---~~
gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
bull bull
--
T d 10F Ale
f Rl I f __ _ ~5gt~ END S[CTlON ______~O O EX Qlf SE~TION _ 20O SE c TION~ _~~ _ ~gCTENSION
ii
II 3- IOM +--0middot -0 -0 4-~ 4-0 1 -o_+- - 0 44) ~middot _ 4-0 -0 4 O 4-0middot 310 III - 3~~ -r - - - - shy~ I ~ -+t~-I 11 ~ lt -II111 - ji+- -1t ~ 1+ -+it ~l---
middot- ICO-- shy l ~1 ~ I ALL u ANCHOR BOLr s ST- jOO _ r--Hshy -I-H--li A bull bull
-rbull m
-0
amp bull0 r~
~ -1 shy~
middot I II
1 o
bull i CUT ASHERL ~ 15 81 -I- ~l r ~ I lOlA ~ ulaquoI l
bullz~ ~ I G ~
I
z z0
wi mbull ~I II
I0 ~ i ~ umiddot AN CHOR 80 LT 0
w
I ~ G I ~ ~ ST-5000bull o
~ ~
~ W ~ Z t OF BUILDING~ 0 -------tlt--I a 0bullw
If) z ~ ~ w
-W Ie
0
~ I -0
0
e6 -1 1 G
z ~ - 0
atjl a 1gt i z
Q ~I V O shy bull
I -d0 --lr
I g tmiddott1i~ ~ II) -__ bullr
i INSERT Ai MANT 20-0 middot EXTENSION ~~ o
w
~Ibull SECT IONS AS OESIREO m
t l
- 0
-lt0
I I
z - 9- - iLt------I
NerrE~AlL middotumiddot ANOHOR BOLTS 5T-500 7 ~I~IGD SEE st euroETS AST-67 a 51-69 f OAI PACING SAME AS OPPOSITE SIDE)~ fOUNDATION DETAILS OF SlIOING n -t4- ~i STEEL DOOR AND WALK IN 000 fII
A
t+- I11- CURVED SlOE WAL1SIIt t II I II lit It ++ I It H H
t-shyFOUNDATION PLAN SHOWING AN CHOR 80 LT LOC AT IO N v 10bull
FEET ~ LENGTH OF BUILOING ~
TYPE
SLAB TYPE FOUNDATION - PLAN 8 CpoundTAllS
PIECE MI(i DESCRIPTION SIZE AND GAGE
OF ANCHOR BOLTS S1-500 IuM ANCHOR BOLT il DIAMU N 11 a END WALL STUDS L OF ANCHOR BOLT5 8 CHANNE L
-IN 3 W ~ - A TOP or ANCHOR BOLT S - TOP OF ANCHOR BOLTS
FLOOR LJNf - U - -FLOOR LINE1 ~ADE middot~ bull t _ ~ bullbull 6 X 6 X 10 GA MESH-middotmiddotbull5~ ~ ~ ~__ - STRAN STEel DIV ISION - I- 11-shy~ ~ ~ ( ~6 X6 XIO liA ME SH 0 11 bull GlIAl LAICB SlIIl ClOIIGL4DON0 T URN MESH DOWN INTO SI DE BEAM
DI11tQfr MICJIIIIAM L____+o-C 10 FT OF CONCRE TE FLOORmiddot q(~AT LEaST
I J AND EDGE BlEAM TO BE POURED I NTE GRAL --- ~~j QUONstT -40 LOtN 40 fT LO_ AND LONGER
o 2 I I
FEET 10 -1-41SECTION THRU END WALL ~ SCALE OF SECTIONS SECTION THRU SIDE WALL - - 1tE8 I c_ RLC
( _o_T _ 622- shyQ- 4 0-AICgtU AS SHOWN TYPE-A
o-JIIINT~D WtIgt~A _
~ -
1 _~R~~ __ ~XIE~6JQN SIitTJ 20-0 EllJ~SJOItJiEQT1 1- 1 ~ 16 OF RIB or In OF RIB RIB I 18 _ - r --
__IeII --kO
t ALL CURlEO RIBS ST~12 If (SPACiNG SAME AS OPfOSITE SIDE I
ALL CHANNELS 5T-I220 --4---shy~ ~ ST- STUD ST- STUD 0 _ en
- ~ 9i 3 ST-I481 STUD l 5T- 7 STUD 0 I ~ I ~
--- 5T-1488 STUD ST-1488 STUD- ~J f5 j - ~1-- __ 0
5T-I491 STUO ~ ~ 0 t 9 51-1489 STUD ~ C q
Z 5 III Q 9 5T- 149O STUD t OF JIUI~D~L_____ _ -I-_ _ _ ~ dltt01z () ~
i1 ~i ~ST-1490 STUD
i i ~
~
-t~c 5T-I489 STUD
9 ~ 5T-I488 STUD
1
c Z
5T-1221
Ishy ~
)NSERT AS MANY 2()O middot EXTENSION r~TLn c AS DESIRED
o 0rtftshy
4 LENGTH OF BUILDING _
SCREWS ~ H
~ I shy 5-1220
ANGHOft SOlT _ 51-500
ltgt c z III 0 tshy~ z 3l ~ ~- z - bull 0
~ bull 0i ~ ~
~ o
i2 ~
~
o z ~
ST-1491 mo ~ J - Z
-~ -- ~I ~ ST-+48e 9TOO --shy
PIECE MK DESCRIPTION
t-r- 1230 r-M8euro
STlfD5=shy5T-I49I DOOR JAMB STUD
5T-1200 CHANNEL -ST-I221 CHANNEL
SIZE AND GAOE
6)( 14 GAGE
X 16 GAGE
bull XI6~~Gj 6il XI~XI6 GAGE
31~XIS~X 16 GA
~ shy 11 I ~
-tlshy ~
tttft----4CURVEO RIB ~ STR AN STEEL 01 VI SION NOTE
AIBST-I~ 5 1-1220 b~
GACE OF 51 wILL ~ST-I 230
I~ FACE OF SIOf WAL L ATTACH RIB AND STUDS TO CHANNEL WITH 4-NO 14 SHEET N(TAL SCREWS
GlIAl LAKES SIa ~AfKH4 DITIon MICJIIiOAN
j~ shyDETAL OF CORNER
o bull J- -= INCHES
-+H- TYPICAL CONNECT ION OF RIB TO CHANNEL
-0013 I 9 IF 10-1-48 I R HES
AHOWN
QOONSET -40shy BUILDING ~o FT LONG AND LONGER
TYPE lA
PLAN OF CHANNELS RIBS AND STUO - ~ HES I~ RL C tu_a _If_ -~- -shy623
TYPpound -AQ-4O-A
R lt1-cO H L5A
j abullbullbull 11
11 5
iii ~
bull0
bull bull
~ 00
1+ bull
rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft
OF RB
shy
1-6
bull ~g shy~o
bull0Ww Zo
i0j ~
f i~ It
Z 00
~a - ~
N i-
N ~
g ~
~cnlP-shy-~ ~o I 0 (IN ~ ZW
i ~I-Obull Zshyu~olU E2j0
~~a~ ~w- WLo oo
-4 ~ Z
- W Z
~ g
~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy
5 - PftINS ST- 590shy I 5-PVALJNS 9T-590
m bull EN
t bull bull Ii bull
1 N ~N W
N ~
shybull 1n J
I II I I~ -t ---f
shy ~
-l~ l i ----L
5-PURLINS ST-51O
e Ii bullN
I N ~
~ tT shy 1 ~bull
f
i~
i~shyNshy
-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~
~ ~
+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0
II ++-11 cl I I ft-- + ~li-
I ~ I - fI II H 11----shyi l II 111-1 bull
~
ttl ~ bull bull
114 11 1- 1
] I
--1
1--1 J
1shy
~I~J bull f-shy
1-shy
I I
u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER
DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l
~ L ENGTH OF BlILDlNG ~
ll= 1
I ~
j-
l 1shy
1
~~
71bull
lot
~
jgtI
bull - ~
~Ir 1- Ishy~l bull 1-
t bullbull
-1--1shy I
o w ~
~
i bull ~ ~
~
NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB
CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING
VI~
I 10 -1- 4 8 _ _1 AS SHOWN
PIECE MK I OESeRIPT ION
ST-ISO~ RIB SPLICE CHJNKD
ST- 590 PURL
n-1l28 CHII1ffipoundL~
5T-IZlO CURVEO RIB
I-shy t __
SiZE I) GAGE
f8x XH GA
t X 18GA
illrfliOA
~middot)(r GI
STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON
DfTltOn MlCHIGA
OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER
TYPE -A RO OF FRAMlNG PL AN
bullbull- JHM 1- VAR ~~
shy - _ -of Q 40 - A - 627
TYPE -A
HlmfD IIlt VSA
f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP
(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~
j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf
SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-
7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP
I IJT I SJol-lt $ 1-]4 Sl~ C ST-32
~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS
S1-~4 I ST-34 SH4 s~ ~ r ~T1l
~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t
if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~
STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___
I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I
-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS
CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m
~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound
bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8
~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~
I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES
S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$
ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II
~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I
bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C
51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I
11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C
11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl
Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound
STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM
~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32
QUONSET 40 aUlUJlNG
DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS
rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A
o MEASURED ON OU TSIDe OF 51shy
23 --shy -shy~e _~ __
FL04NG(
CURvED SHEETS 5T-1250
ttRIB ST-12 30
GAL-v LEAD SEAL NAILS 8~ OC ~ 0
0 ~RCE
i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE
MASTIC SEAL BETWEEN FLASHING
U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas
tshy
01
I - ~N(L- Sf lila
IRIDOINfI
bull --l-r- 3 CURE~S 511r50
RIB 51 - 1230
1 - 51-150amp
bull
PURLIN ST shy 590 -
2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING
t OF eUILDING
dO ~
~Il
NUTS Il WASHERS
spuu CHANNEL --~ ~-I~ 101H $10pound$
-CHAHn IIUDOINCI srmiddotll26
OftE SlOE M 1 ONLY
$T -1 41O
SHEETS
RI8 ST-I230
OETAIL OF TYPICAL RIB SPLICE V ~Q812
bull litC
RI8 51- 1210 RI8 S1middot 1230 -_
I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot
~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C
FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS
SHEET METAL SCREWS ~ TOf CWLY
eKAHt[l RIOOHG S7 tJt6
~ 6 Ra
GEflTER TO CENTfJt 0 1185
INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -
INCI1~
CONCRETE
4 01shy OUT TO OUT OF FOUNDATION
TYPICAL CROSS SECTION o
FEE T middot
- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN
ST lno
6 RIB S7-1230 PUALIN ST ~90
DETAIL OF PURLIN TO RIB CONNECTION
031912__ 7= INCHES
_VISIONS
ANCHOR 80LT
La I( DESCRIP TiO I SIZE bull GAGE
1ST 5 f1 0 IPURLN 12 I II (lA
ST- 1230 I CURVED Ria a~ II 14 GA
Sflttll
ST-I505
$7-1410
CHAHNEL
~n eDli RIB SPLIO [ C~NNEL
FLASHING
CORRUGATED SHEET
~ x 1 x 16 GA
JaX QA
4 t4 ~~)( II 0
26 GA GlV
26 GA CiALV
STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON
ouon MICHIGAN
QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER
-shy -shy 10- 1-48
01 4$ SHOWN
TYPE-~A
CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR
~ oetI shy 0 - 40- A 629
a
4 Omiddot
~NIi D IN I) ~ A
bullbull
(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS
---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU
~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4
51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4
~
~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -
I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc
RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_
f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER
- em4W1l11 AILS
i ~
bull
Q~ 1 rf - shy~A~
g ~ ~ ~bull bull bull
bull bull~ ~ ~I bull ~ ( i
~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull
( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _
ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i
IIIAIL Imiddotac J~ BEAD MASTlC --
(
~tl
( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS
5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I
L--T ---1- I I l till fW nOOl LJtH j
__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS
_
SltllT Ji
GENUiy NOTES
I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET
V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD
----
t t
5-
r- shy
I
_ f~- r ~ bullbullYIi1 - FIN F
SECT ION ~ o o 10
-t ___ I 12
iNDE5 ---~ruT 1 01 2 3 5 6 ~
t~ (Igt FIVATIINj
oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00
~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC
NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~
I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t
xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA
Jl W3 IT 1 661
S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-
91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII
$T-U fU~fIJ CIRG KiA- GALV
Sor-lit CHANIpound 3r~i x 16GA
AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx
sr-rss ~ __~ lCl4~
1shy
1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110
(JrnooH MlCHIGAtli
OOQrHSET -40- aUILDING 40 FT LONGANb LONGE
TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL
- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1
L~-2~[fr1~T-2 -II
-~ 0 _ SEE SHEET-S32
$~FOR DETAILST-2~ rl il l bull~ ~
ST~54
-0middot Sj 440L
I ST-17
ATTACH SHEET
3iXI6GA STUD
DOOR A5T-66 ----n===i DOOR JAMB STUD
wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot
t
ST-122
~ ~
~I II11) 1
jgt ~
IJd fACE TO reE a CH~~~ middotT-1221
~ ~bull
il ~
5T 221 FIN FLO
LINE
FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS
RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS
liSTUD
~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO
41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________
I PIECES 5T- 113B
ELEVATION OF END WALL FRAMING WITH DOOR
ST- gt8
PIECES 5T-1367
S r~45l
_r
bull MASTIC
MASTIC
~ ~
STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA
ST-II shy I
I----f-tD00R A5T-66
II r mIl r ~~TO 4~ LAF CENTER
STshy 13 H
bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20
ST-2IR FLOOR L INE
5L1DII G DOOR Sf OWG AST- 66 SECTION
ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415
SCA Lpound FO R fLtlATIOHS ~ AS SHOWN
DETAIL
IIICHES
=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC
2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C
3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC
4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~
PIECE opoundSCRIPTIOH SIZE ANO GAGE
A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot
AST-66 SLIDI NG DOOR
ASl1iI1 METAL WINDOW
14-0)1( 13-6 HIGH
3Lmiddot X -IHIGH
~T- 1488 STUD 3-~ X IslA
ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL
ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl
IT-5 4
51 -101
5T-1l1I
ST-amp Sl~14~ 1
5I-f63
$T~OI
st-l4
~-CioIANNEL II( 16 GA
TOP CioIANNEL 3raquo X IIGlo
STUI) 5 )I 16 0
nASHI 16 GA GAl
F LASl-ilN O GAGALV
UFTfI 01 GA
HO WALL Gl _4 I lH)shy
DOOR JIIfB STUD lC161)la)1
BRADE 3 3 ~ XOA
ceR R STR1P i XI
~PLATt 11
f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-
STUN STEEL DIVISION CtA LAW nut COUOIanOH
~ MlQlllloUI
=~
- --END WA Oft
- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631
Iflt I aD
BLDG
S-RIB
I ~
- I
Fi ~I
smiddot 3 Sl UOS
t ~ T ST 44 WIND GIRT Sf- bull bull
4~~ $T 362
ST 4
5T 163
51117
t tmiddotOIA X I- SOU t NUT amp WI5HE R
NA tL T O R IB WITH 8d NAILS
- ST 4 4 0 11
1 10 I 7 _10 7 -
ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING
SCAlpound ~ ~~=_ S FI1(T -
WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l
RI
8l0 G
ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)
SCALE 9 1 I [ T
ST 743
tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-
TRA CK a BRA CK ETS US ED ONI Y
~ST 1I7 SPLICE 5T IO S
Ii I j
4 16 1 ~ 0
bullbull-~J bullbull middot 1 0
0
- I
bull
ST 3amp11
sr 1 fi J
5T 1I1 shy
r OA J( - Ol T S J NV TS 8 WA SHE RS
C oo tshy
SEC ON o l 6 9 I IS
(ND WALL IT H DOO R
lNCHE3 SCALE ---- --shy
regSECTION o bull
NeIllES
~ RIB
TH IRD RIS Re M [N O 8~O~ ____ I
Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT
~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr
bullg bull u
-i
SCAl
~
=22
T 3 8 [NO
f CA bull lOll S AND III VT5_
SECTION 5 T )
C J 6 I 12 15-M- =shy
WAL L STUD
tt OI A X I
30LT 5 AH e NUTS
IN CHES STUO
AND NUT
SECTION copy o 5 6 II 12 It
fiijCI1 iS
CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL
ST362 GRACE ANGLE middot x 8 0A L
STomiddotH-4 ~ACE el lgt 5 x It middot(faA L
nmiddotlIl BRACr l4SlC~middotCA
STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON
on lto MICHIG AN
QUONS[ T 40 BUILDING 40 FT LONG AND LONOER
~
TYPE it WALL WIND
0 Ii f LK ~~ shyTYP[shy A
- shy AS NOTEo
Cmiddot O middot gt- 0_ bull 632
I LHI tLJ LN u s
bull bull ~~--I
middot bull
-
~ bull bull bull 2 bull bull i
2 bull bull bull ~ lqshy ~ 1
N ~ r ~
r =
r
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r r Z
I
ra-r~
-
r- c
bull middotshy~
r ~
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bull ~
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~ ~
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0 bull r 0 co
lt
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~~ middot o i
0 bull bull
bull - I - shy
bullbull bull gt bull ~
bull ~rmiddot
~
r ~
o
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s
0
bull
bullbull
~
i ~
bull
g
shy
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6
bull ~
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i
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bull
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---shy
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4 -
0middot _
__
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----
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~LU~
__~LU~ULUL~LU~
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__~
_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
o loll
00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
__~__ ~ H
I ~~ ~ ijj -
bullbullbull _ ~ - 51-
I L I~~nf ~
I i ~
SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
YTo1- J II
J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
~ -l ~ R~r I
jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
91 BI
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IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
J
orUJ 00 05
bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
~ - ~ b rl-~--~ -~---~---~~
gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
~ -
1 _~R~~ __ ~XIE~6JQN SIitTJ 20-0 EllJ~SJOItJiEQT1 1- 1 ~ 16 OF RIB or In OF RIB RIB I 18 _ - r --
__IeII --kO
t ALL CURlEO RIBS ST~12 If (SPACiNG SAME AS OPfOSITE SIDE I
ALL CHANNELS 5T-I220 --4---shy~ ~ ST- STUD ST- STUD 0 _ en
- ~ 9i 3 ST-I481 STUD l 5T- 7 STUD 0 I ~ I ~
--- 5T-1488 STUD ST-1488 STUD- ~J f5 j - ~1-- __ 0
5T-I491 STUO ~ ~ 0 t 9 51-1489 STUD ~ C q
Z 5 III Q 9 5T- 149O STUD t OF JIUI~D~L_____ _ -I-_ _ _ ~ dltt01z () ~
i1 ~i ~ST-1490 STUD
i i ~
~
-t~c 5T-I489 STUD
9 ~ 5T-I488 STUD
1
c Z
5T-1221
Ishy ~
)NSERT AS MANY 2()O middot EXTENSION r~TLn c AS DESIRED
o 0rtftshy
4 LENGTH OF BUILDING _
SCREWS ~ H
~ I shy 5-1220
ANGHOft SOlT _ 51-500
ltgt c z III 0 tshy~ z 3l ~ ~- z - bull 0
~ bull 0i ~ ~
~ o
i2 ~
~
o z ~
ST-1491 mo ~ J - Z
-~ -- ~I ~ ST-+48e 9TOO --shy
PIECE MK DESCRIPTION
t-r- 1230 r-M8euro
STlfD5=shy5T-I49I DOOR JAMB STUD
5T-1200 CHANNEL -ST-I221 CHANNEL
SIZE AND GAOE
6)( 14 GAGE
X 16 GAGE
bull XI6~~Gj 6il XI~XI6 GAGE
31~XIS~X 16 GA
~ shy 11 I ~
-tlshy ~
tttft----4CURVEO RIB ~ STR AN STEEL 01 VI SION NOTE
AIBST-I~ 5 1-1220 b~
GACE OF 51 wILL ~ST-I 230
I~ FACE OF SIOf WAL L ATTACH RIB AND STUDS TO CHANNEL WITH 4-NO 14 SHEET N(TAL SCREWS
GlIAl LAKES SIa ~AfKH4 DITIon MICJIIiOAN
j~ shyDETAL OF CORNER
o bull J- -= INCHES
-+H- TYPICAL CONNECT ION OF RIB TO CHANNEL
-0013 I 9 IF 10-1-48 I R HES
AHOWN
QOONSET -40shy BUILDING ~o FT LONG AND LONGER
TYPE lA
PLAN OF CHANNELS RIBS AND STUO - ~ HES I~ RL C tu_a _If_ -~- -shy623
TYPpound -AQ-4O-A
R lt1-cO H L5A
j abullbullbull 11
11 5
iii ~
bull0
bull bull
~ 00
1+ bull
rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft
OF RB
shy
1-6
bull ~g shy~o
bull0Ww Zo
i0j ~
f i~ It
Z 00
~a - ~
N i-
N ~
g ~
~cnlP-shy-~ ~o I 0 (IN ~ ZW
i ~I-Obull Zshyu~olU E2j0
~~a~ ~w- WLo oo
-4 ~ Z
- W Z
~ g
~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy
5 - PftINS ST- 590shy I 5-PVALJNS 9T-590
m bull EN
t bull bull Ii bull
1 N ~N W
N ~
shybull 1n J
I II I I~ -t ---f
shy ~
-l~ l i ----L
5-PURLINS ST-51O
e Ii bullN
I N ~
~ tT shy 1 ~bull
f
i~
i~shyNshy
-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~
~ ~
+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0
II ++-11 cl I I ft-- + ~li-
I ~ I - fI II H 11----shyi l II 111-1 bull
~
ttl ~ bull bull
114 11 1- 1
] I
--1
1--1 J
1shy
~I~J bull f-shy
1-shy
I I
u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER
DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l
~ L ENGTH OF BlILDlNG ~
ll= 1
I ~
j-
l 1shy
1
~~
71bull
lot
~
jgtI
bull - ~
~Ir 1- Ishy~l bull 1-
t bullbull
-1--1shy I
o w ~
~
i bull ~ ~
~
NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB
CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING
VI~
I 10 -1- 4 8 _ _1 AS SHOWN
PIECE MK I OESeRIPT ION
ST-ISO~ RIB SPLICE CHJNKD
ST- 590 PURL
n-1l28 CHII1ffipoundL~
5T-IZlO CURVEO RIB
I-shy t __
SiZE I) GAGE
f8x XH GA
t X 18GA
illrfliOA
~middot)(r GI
STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON
DfTltOn MlCHIGA
OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER
TYPE -A RO OF FRAMlNG PL AN
bullbull- JHM 1- VAR ~~
shy - _ -of Q 40 - A - 627
TYPE -A
HlmfD IIlt VSA
f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP
(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~
j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf
SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-
7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP
I IJT I SJol-lt $ 1-]4 Sl~ C ST-32
~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS
S1-~4 I ST-34 SH4 s~ ~ r ~T1l
~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t
if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~
STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___
I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I
-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS
CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m
~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound
bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8
~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~
I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES
S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$
ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II
~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I
bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C
51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I
11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C
11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl
Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound
STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM
~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32
QUONSET 40 aUlUJlNG
DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS
rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A
o MEASURED ON OU TSIDe OF 51shy
23 --shy -shy~e _~ __
FL04NG(
CURvED SHEETS 5T-1250
ttRIB ST-12 30
GAL-v LEAD SEAL NAILS 8~ OC ~ 0
0 ~RCE
i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE
MASTIC SEAL BETWEEN FLASHING
U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas
tshy
01
I - ~N(L- Sf lila
IRIDOINfI
bull --l-r- 3 CURE~S 511r50
RIB 51 - 1230
1 - 51-150amp
bull
PURLIN ST shy 590 -
2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING
t OF eUILDING
dO ~
~Il
NUTS Il WASHERS
spuu CHANNEL --~ ~-I~ 101H $10pound$
-CHAHn IIUDOINCI srmiddotll26
OftE SlOE M 1 ONLY
$T -1 41O
SHEETS
RI8 ST-I230
OETAIL OF TYPICAL RIB SPLICE V ~Q812
bull litC
RI8 51- 1210 RI8 S1middot 1230 -_
I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot
~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C
FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS
SHEET METAL SCREWS ~ TOf CWLY
eKAHt[l RIOOHG S7 tJt6
~ 6 Ra
GEflTER TO CENTfJt 0 1185
INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -
INCI1~
CONCRETE
4 01shy OUT TO OUT OF FOUNDATION
TYPICAL CROSS SECTION o
FEE T middot
- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN
ST lno
6 RIB S7-1230 PUALIN ST ~90
DETAIL OF PURLIN TO RIB CONNECTION
031912__ 7= INCHES
_VISIONS
ANCHOR 80LT
La I( DESCRIP TiO I SIZE bull GAGE
1ST 5 f1 0 IPURLN 12 I II (lA
ST- 1230 I CURVED Ria a~ II 14 GA
Sflttll
ST-I505
$7-1410
CHAHNEL
~n eDli RIB SPLIO [ C~NNEL
FLASHING
CORRUGATED SHEET
~ x 1 x 16 GA
JaX QA
4 t4 ~~)( II 0
26 GA GlV
26 GA CiALV
STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON
ouon MICHIGAN
QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER
-shy -shy 10- 1-48
01 4$ SHOWN
TYPE-~A
CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR
~ oetI shy 0 - 40- A 629
a
4 Omiddot
~NIi D IN I) ~ A
bullbull
(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS
---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU
~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4
51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4
~
~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -
I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc
RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_
f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER
- em4W1l11 AILS
i ~
bull
Q~ 1 rf - shy~A~
g ~ ~ ~bull bull bull
bull bull~ ~ ~I bull ~ ( i
~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull
( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _
ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i
IIIAIL Imiddotac J~ BEAD MASTlC --
(
~tl
( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS
5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I
L--T ---1- I I l till fW nOOl LJtH j
__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS
_
SltllT Ji
GENUiy NOTES
I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET
V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD
----
t t
5-
r- shy
I
_ f~- r ~ bullbullYIi1 - FIN F
SECT ION ~ o o 10
-t ___ I 12
iNDE5 ---~ruT 1 01 2 3 5 6 ~
t~ (Igt FIVATIINj
oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00
~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC
NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~
I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t
xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA
Jl W3 IT 1 661
S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-
91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII
$T-U fU~fIJ CIRG KiA- GALV
Sor-lit CHANIpound 3r~i x 16GA
AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx
sr-rss ~ __~ lCl4~
1shy
1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110
(JrnooH MlCHIGAtli
OOQrHSET -40- aUILDING 40 FT LONGANb LONGE
TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL
- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1
L~-2~[fr1~T-2 -II
-~ 0 _ SEE SHEET-S32
$~FOR DETAILST-2~ rl il l bull~ ~
ST~54
-0middot Sj 440L
I ST-17
ATTACH SHEET
3iXI6GA STUD
DOOR A5T-66 ----n===i DOOR JAMB STUD
wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot
t
ST-122
~ ~
~I II11) 1
jgt ~
IJd fACE TO reE a CH~~~ middotT-1221
~ ~bull
il ~
5T 221 FIN FLO
LINE
FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS
RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS
liSTUD
~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO
41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________
I PIECES 5T- 113B
ELEVATION OF END WALL FRAMING WITH DOOR
ST- gt8
PIECES 5T-1367
S r~45l
_r
bull MASTIC
MASTIC
~ ~
STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA
ST-II shy I
I----f-tD00R A5T-66
II r mIl r ~~TO 4~ LAF CENTER
STshy 13 H
bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20
ST-2IR FLOOR L INE
5L1DII G DOOR Sf OWG AST- 66 SECTION
ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415
SCA Lpound FO R fLtlATIOHS ~ AS SHOWN
DETAIL
IIICHES
=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC
2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C
3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC
4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~
PIECE opoundSCRIPTIOH SIZE ANO GAGE
A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot
AST-66 SLIDI NG DOOR
ASl1iI1 METAL WINDOW
14-0)1( 13-6 HIGH
3Lmiddot X -IHIGH
~T- 1488 STUD 3-~ X IslA
ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL
ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl
IT-5 4
51 -101
5T-1l1I
ST-amp Sl~14~ 1
5I-f63
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st-l4
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TOP CioIANNEL 3raquo X IIGlo
STUI) 5 )I 16 0
nASHI 16 GA GAl
F LASl-ilN O GAGALV
UFTfI 01 GA
HO WALL Gl _4 I lH)shy
DOOR JIIfB STUD lC161)la)1
BRADE 3 3 ~ XOA
ceR R STR1P i XI
~PLATt 11
f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-
STUN STEEL DIVISION CtA LAW nut COUOIanOH
~ MlQlllloUI
=~
- --END WA Oft
- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631
Iflt I aD
BLDG
S-RIB
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- I
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smiddot 3 Sl UOS
t ~ T ST 44 WIND GIRT Sf- bull bull
4~~ $T 362
ST 4
5T 163
51117
t tmiddotOIA X I- SOU t NUT amp WI5HE R
NA tL T O R IB WITH 8d NAILS
- ST 4 4 0 11
1 10 I 7 _10 7 -
ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING
SCAlpound ~ ~~=_ S FI1(T -
WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l
RI
8l0 G
ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)
SCALE 9 1 I [ T
ST 743
tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-
TRA CK a BRA CK ETS US ED ONI Y
~ST 1I7 SPLICE 5T IO S
Ii I j
4 16 1 ~ 0
bullbull-~J bullbull middot 1 0
0
- I
bull
ST 3amp11
sr 1 fi J
5T 1I1 shy
r OA J( - Ol T S J NV TS 8 WA SHE RS
C oo tshy
SEC ON o l 6 9 I IS
(ND WALL IT H DOO R
lNCHE3 SCALE ---- --shy
regSECTION o bull
NeIllES
~ RIB
TH IRD RIS Re M [N O 8~O~ ____ I
Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT
~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr
bullg bull u
-i
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~
=22
T 3 8 [NO
f CA bull lOll S AND III VT5_
SECTION 5 T )
C J 6 I 12 15-M- =shy
WAL L STUD
tt OI A X I
30LT 5 AH e NUTS
IN CHES STUO
AND NUT
SECTION copy o 5 6 II 12 It
fiijCI1 iS
CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL
ST362 GRACE ANGLE middot x 8 0A L
STomiddotH-4 ~ACE el lgt 5 x It middot(faA L
nmiddotlIl BRACr l4SlC~middotCA
STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON
on lto MICHIG AN
QUONS[ T 40 BUILDING 40 FT LONG AND LONOER
~
TYPE it WALL WIND
0 Ii f LK ~~ shyTYP[shy A
- shy AS NOTEo
Cmiddot O middot gt- 0_ bull 632
I LHI tLJ LN u s
bull bull ~~--I
middot bull
-
~ bull bull bull 2 bull bull i
2 bull bull bull ~ lqshy ~ 1
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r
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bull middotshy~
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bull ~
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lt
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bull - I - shy
bullbull bull gt bull ~
bull ~rmiddot
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__
__
__
__
__
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__
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_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
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00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
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bullbullbull _ ~ - 51-
I L I~~nf ~
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SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
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J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
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jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
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IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
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bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
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gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
j abullbullbull 11
11 5
iii ~
bull0
bull bull
~ 00
1+ bull
rl OF RIBIi 2d-~END SECTION zo-if EXTENSION SECTION I ro-o EXTENSION SECTION ft
OF RB
shy
1-6
bull ~g shy~o
bull0Ww Zo
i0j ~
f i~ It
Z 00
~a - ~
N i-
N ~
g ~
~cnlP-shy-~ ~o I 0 (IN ~ ZW
i ~I-Obull Zshyu~olU E2j0
~~a~ ~w- WLo oo
-4 ~ Z
- W Z
~ g
~RT AS MANY 20~Omiddot poundXTENSION I -shySECTIONS AS DESIREe -shy
5 - PftINS ST- 590shy I 5-PVALJNS 9T-590
m bull EN
t bull bull Ii bull
1 N ~N W
N ~
shybull 1n J
I II I I~ -t ---f
shy ~
-l~ l i ----L
5-PURLINS ST-51O
e Ii bullN
I N ~
~ tT shy 1 ~bull
f
i~
i~shyNshy
-bull la-II I 1t-i -I-b-1H tI=l II it~-+--Tl J - ~
~ ~
+l=l+--cl -~11 II~ 111~ 1~ 1 ~ n ~ _ I 0
II ++-11 cl I I ft-- + ~li-
I ~ I - fI II H 11----shyi l II 111-1 bull
~
ttl ~ bull bull
114 11 1- 1
] I
--1
1--1 J
1shy
~I~J bull f-shy
1-shy
I I
u 6 CURVED RIBS ST - 1230-4-O~ ON CENTER
DEVELOPED PLAN OF ROOF FRAMING o 5 10 ---~_ l
~ L ENGTH OF BlILDlNG ~
ll= 1
I ~
j-
l 1shy
1
~~
71bull
lot
~
jgtI
bull - ~
~Ir 1- Ishy~l bull 1-
t bullbull
-1--1shy I
o w ~
~
i bull ~ ~
~
NOTE tshy SEE DAMIHG 629 FOR DETAIL OF PORLIN TO ItIB
CONNpoundCTION a INSTAlLATION OF CHANNEL BRIDGING
VI~
I 10 -1- 4 8 _ _1 AS SHOWN
PIECE MK I OESeRIPT ION
ST-ISO~ RIB SPLICE CHJNKD
ST- 590 PURL
n-1l28 CHII1ffipoundL~
5T-IZlO CURVEO RIB
I-shy t __
SiZE I) GAGE
f8x XH GA
t X 18GA
illrfliOA
~middot)(r GI
STRAN STE EL DIVISION GREAT LAKES STEEL COIOUnON
DfTltOn MlCHIGA
OUONSET middot 4(f BUILDING 40 FT LONG AND LONGER
TYPE -A RO OF FRAMlNG PL AN
bullbull- JHM 1- VAR ~~
shy - _ -of Q 40 - A - 627
TYPE -A
HlmfD IIlt VSA
f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP
(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~
j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf
SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-
7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP
I IJT I SJol-lt $ 1-]4 Sl~ C ST-32
~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS
S1-~4 I ST-34 SH4 s~ ~ r ~T1l
~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t
if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~
STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___
I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I
-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS
CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m
~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound
bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8
~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~
I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES
S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$
ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II
~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I
bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C
51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I
11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C
11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl
Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound
STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM
~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32
QUONSET 40 aUlUJlNG
DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS
rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A
o MEASURED ON OU TSIDe OF 51shy
23 --shy -shy~e _~ __
FL04NG(
CURvED SHEETS 5T-1250
ttRIB ST-12 30
GAL-v LEAD SEAL NAILS 8~ OC ~ 0
0 ~RCE
i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE
MASTIC SEAL BETWEEN FLASHING
U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas
tshy
01
I - ~N(L- Sf lila
IRIDOINfI
bull --l-r- 3 CURE~S 511r50
RIB 51 - 1230
1 - 51-150amp
bull
PURLIN ST shy 590 -
2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING
t OF eUILDING
dO ~
~Il
NUTS Il WASHERS
spuu CHANNEL --~ ~-I~ 101H $10pound$
-CHAHn IIUDOINCI srmiddotll26
OftE SlOE M 1 ONLY
$T -1 41O
SHEETS
RI8 ST-I230
OETAIL OF TYPICAL RIB SPLICE V ~Q812
bull litC
RI8 51- 1210 RI8 S1middot 1230 -_
I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot
~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C
FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS
SHEET METAL SCREWS ~ TOf CWLY
eKAHt[l RIOOHG S7 tJt6
~ 6 Ra
GEflTER TO CENTfJt 0 1185
INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -
INCI1~
CONCRETE
4 01shy OUT TO OUT OF FOUNDATION
TYPICAL CROSS SECTION o
FEE T middot
- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN
ST lno
6 RIB S7-1230 PUALIN ST ~90
DETAIL OF PURLIN TO RIB CONNECTION
031912__ 7= INCHES
_VISIONS
ANCHOR 80LT
La I( DESCRIP TiO I SIZE bull GAGE
1ST 5 f1 0 IPURLN 12 I II (lA
ST- 1230 I CURVED Ria a~ II 14 GA
Sflttll
ST-I505
$7-1410
CHAHNEL
~n eDli RIB SPLIO [ C~NNEL
FLASHING
CORRUGATED SHEET
~ x 1 x 16 GA
JaX QA
4 t4 ~~)( II 0
26 GA GlV
26 GA CiALV
STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON
ouon MICHIGAN
QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER
-shy -shy 10- 1-48
01 4$ SHOWN
TYPE-~A
CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR
~ oetI shy 0 - 40- A 629
a
4 Omiddot
~NIi D IN I) ~ A
bullbull
(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS
---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU
~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4
51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4
~
~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -
I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc
RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_
f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER
- em4W1l11 AILS
i ~
bull
Q~ 1 rf - shy~A~
g ~ ~ ~bull bull bull
bull bull~ ~ ~I bull ~ ( i
~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull
( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _
ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i
IIIAIL Imiddotac J~ BEAD MASTlC --
(
~tl
( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS
5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I
L--T ---1- I I l till fW nOOl LJtH j
__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS
_
SltllT Ji
GENUiy NOTES
I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET
V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD
----
t t
5-
r- shy
I
_ f~- r ~ bullbullYIi1 - FIN F
SECT ION ~ o o 10
-t ___ I 12
iNDE5 ---~ruT 1 01 2 3 5 6 ~
t~ (Igt FIVATIINj
oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00
~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC
NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~
I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t
xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA
Jl W3 IT 1 661
S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-
91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII
$T-U fU~fIJ CIRG KiA- GALV
Sor-lit CHANIpound 3r~i x 16GA
AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx
sr-rss ~ __~ lCl4~
1shy
1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110
(JrnooH MlCHIGAtli
OOQrHSET -40- aUILDING 40 FT LONGANb LONGE
TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL
- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1
L~-2~[fr1~T-2 -II
-~ 0 _ SEE SHEET-S32
$~FOR DETAILST-2~ rl il l bull~ ~
ST~54
-0middot Sj 440L
I ST-17
ATTACH SHEET
3iXI6GA STUD
DOOR A5T-66 ----n===i DOOR JAMB STUD
wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot
t
ST-122
~ ~
~I II11) 1
jgt ~
IJd fACE TO reE a CH~~~ middotT-1221
~ ~bull
il ~
5T 221 FIN FLO
LINE
FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS
RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS
liSTUD
~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO
41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________
I PIECES 5T- 113B
ELEVATION OF END WALL FRAMING WITH DOOR
ST- gt8
PIECES 5T-1367
S r~45l
_r
bull MASTIC
MASTIC
~ ~
STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA
ST-II shy I
I----f-tD00R A5T-66
II r mIl r ~~TO 4~ LAF CENTER
STshy 13 H
bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20
ST-2IR FLOOR L INE
5L1DII G DOOR Sf OWG AST- 66 SECTION
ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415
SCA Lpound FO R fLtlATIOHS ~ AS SHOWN
DETAIL
IIICHES
=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC
2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C
3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC
4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~
PIECE opoundSCRIPTIOH SIZE ANO GAGE
A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot
AST-66 SLIDI NG DOOR
ASl1iI1 METAL WINDOW
14-0)1( 13-6 HIGH
3Lmiddot X -IHIGH
~T- 1488 STUD 3-~ X IslA
ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL
ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl
IT-5 4
51 -101
5T-1l1I
ST-amp Sl~14~ 1
5I-f63
$T~OI
st-l4
~-CioIANNEL II( 16 GA
TOP CioIANNEL 3raquo X IIGlo
STUI) 5 )I 16 0
nASHI 16 GA GAl
F LASl-ilN O GAGALV
UFTfI 01 GA
HO WALL Gl _4 I lH)shy
DOOR JIIfB STUD lC161)la)1
BRADE 3 3 ~ XOA
ceR R STR1P i XI
~PLATt 11
f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-
STUN STEEL DIVISION CtA LAW nut COUOIanOH
~ MlQlllloUI
=~
- --END WA Oft
- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631
Iflt I aD
BLDG
S-RIB
I ~
- I
Fi ~I
smiddot 3 Sl UOS
t ~ T ST 44 WIND GIRT Sf- bull bull
4~~ $T 362
ST 4
5T 163
51117
t tmiddotOIA X I- SOU t NUT amp WI5HE R
NA tL T O R IB WITH 8d NAILS
- ST 4 4 0 11
1 10 I 7 _10 7 -
ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING
SCAlpound ~ ~~=_ S FI1(T -
WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l
RI
8l0 G
ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)
SCALE 9 1 I [ T
ST 743
tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-
TRA CK a BRA CK ETS US ED ONI Y
~ST 1I7 SPLICE 5T IO S
Ii I j
4 16 1 ~ 0
bullbull-~J bullbull middot 1 0
0
- I
bull
ST 3amp11
sr 1 fi J
5T 1I1 shy
r OA J( - Ol T S J NV TS 8 WA SHE RS
C oo tshy
SEC ON o l 6 9 I IS
(ND WALL IT H DOO R
lNCHE3 SCALE ---- --shy
regSECTION o bull
NeIllES
~ RIB
TH IRD RIS Re M [N O 8~O~ ____ I
Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT
~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr
bullg bull u
-i
SCAl
~
=22
T 3 8 [NO
f CA bull lOll S AND III VT5_
SECTION 5 T )
C J 6 I 12 15-M- =shy
WAL L STUD
tt OI A X I
30LT 5 AH e NUTS
IN CHES STUO
AND NUT
SECTION copy o 5 6 II 12 It
fiijCI1 iS
CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL
ST362 GRACE ANGLE middot x 8 0A L
STomiddotH-4 ~ACE el lgt 5 x It middot(faA L
nmiddotlIl BRACr l4SlC~middotCA
STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON
on lto MICHIG AN
QUONS[ T 40 BUILDING 40 FT LONG AND LONOER
~
TYPE it WALL WIND
0 Ii f LK ~~ shyTYP[shy A
- shy AS NOTEo
Cmiddot O middot gt- 0_ bull 632
I LHI tLJ LN u s
bull bull ~~--I
middot bull
-
~ bull bull bull 2 bull bull i
2 bull bull bull ~ lqshy ~ 1
N ~ r ~
r =
r
~
r r Z
I
ra-r~
-
r- c
bull middotshy~
r ~
~
bull ~
-I-~ bull bull
~ ~
~ ~
~ ~ -lt
0 bull r 0 co
lt
-
- bullr bull bull
~~ middot o i
0 bull bull
bull - I - shy
bullbull bull gt bull ~
bull ~rmiddot
~
r ~
o
0
amp~
-
s
0
bull
bullbull
~
i ~
bull
g
shy
-
-
~ f
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6
bull ~
1
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i
kyenl~
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bull
-shy
---shy
-bull bull ~ ~I
4 -
0middot _
__
I I
----
--shy
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__~LU~ULUL~LU~
__
__
__
__
__
__
__
__
__
__
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__
__
__
__~
_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
o loll
00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
__~__ ~ H
I ~~ ~ ijj -
bullbullbull _ ~ - 51-
I L I~~nf ~
I i ~
SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
YTo1- J II
J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
~ -l ~ R~r I
jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
91 BI
~~lH IItlF TAffttIII amp~lIfl II In llIIM
~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV
IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
J
orUJ 00 05
bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
~ - ~ b rl-~--~ -~---~---~~
gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
f OVEfiHN~ Of-olt -~ Bill SPtI ( _S Lmiddot-51middot lrif AI 5PACts n --ff-2omiddot-Q- Ale $fampU S AT -d 2 a-o~ 1 or-(Rtf1j OF eTAMawr $IfpoundPS STRA IGh r 51Df~ 10 5tcTIQ Fl~IO SUinO_ 0(11N51DIII SECT IIJH- t-4AP
(If fIIlR l~AL or Iill _ -l L Njpound1fT AI5 tUtfI uHf gr[N~~_ - TIC )CE MOre ~
j _~4 LAP t-t----- SECTION A5 DUITfO - ~G~1R I ~4 ~M~ ~ LAf
SEE NOTIiILUJIIII - 11 I _ -IOTTO poundDliE OF ~~n~ G~ shyI jT-34 or SH4 bull - f 7 I - l - ~T-t $1-)4 A Il-3-i til I I I COIiR 5H(pound1 ___-l_-
7 - IiJJ-3Z ~SY-)4 I $-3 bull st- st--)4 bull ~ _ 0 lAP S(DE LAP
I IJT I SJol-lt $ 1-]4 Sl~ C ST-32
~~ SJ-~ ST~4 I ST~4 SM4 B I Ii f LAPS ~ CURVEO CORRUGATED SHEETS
S1-~4 I ST-34 SH4 s~ ~ r ~T1l
~ll ~-O4 I $~ I ST~4 i STwS4 ~ Ii I 5f-4 ST-4 SJ-34 bull I 51-34 It l ~ t i -n Sl-$jt yMASTIC flEpound ~ S1-32 E1 5134 ST- ] 4 51-)04 ~ 3 ~ I ~ ~ LAP t
if~ 1 51 middot34 54 $1-54 M -E-r T IT-lZ ~
STMT WlTh EnGpound iJ-2 ~ $1-1111 5J-s amp1-34 51- bull - -t r i JJ7=plusmn~~1=tOF CURVED SHEpoundT ---J 1-oe middotT~ middot ___
I I jrmiddot (t)tgt~ Of c Cm1l ffHEpoundTSshy~_ r- __I-~ iK t UP SIDE lAP END ~p I
-~ ~ I bull bull I _ ~ ~ LAPS OF ST IIAIGHT CORRUGATED SHEETS
CI I- 1- - - _middotw ~ ~ 2 bull _ _ bull --y- --- l1-- T m
~ 1 nou bull - ~ zr~ NO1 tHal UlL Scl~ I fill I a I - r- + ~ wi middotmiddot-~Up ~R IjITH OIA HOtpound
bull 1IS I JI-- L I-- l I 1 ~ 00 DE 0 o I 141 _ rr I _ I t~ -L- _ ___ HEAD roJ [~T RESuLT8
~ II I I II ~ I - - I 1 I - SHEET METAL SCREW S LEAD WASHER bull ~ I I I j I I-~ I 1 ~ ~
I I H k ior I I ~ I I 1- ~ -- -vi--- GENERAL NOTES
S1-3 Dol4 I S1-)4 ST-s-4 I - U-k _ u-~ 11 1- SEAl ~1 Yf1fTIAL Ii ttGRUOHTAJ UPS OF SHUt$
ST-12 ShH SF-)4 Ii $f- s t-lool i f--1 bull ~ wm-t A f TO rt ~ BrAD OJ 114510 II
~ SJ-lo4 ~4 8T-504 I amp1-3 4 I I Iv I 5T-32 i1 1 UPS Of tOfffll SHun IllTWUH IUAWN a RIBS TO I
bull I 11 Ii~ fIE 9TJTtHlD ~ NO 14 HHT TA L SCU3 I ST-3- SJIoJ4middot 5T--3 i I 5134 ~f34 I ~ 1 j rw II LUD lISHFRS- IIiIITM ~ O~ HCtpound IZ O C
51-34 n -34 51- 34 ST 1 II 5T2 IIgt ~ IECUIIpound ~EpoundT5 TO PUFl~~1S AND AilS WITH I
11-32 I U~~ sr-34 I ST~ ST- I ~ LEAD S[~ ~ lJN1tlrO AIL5 1f O C
11-3-4 ~T-34 ST-3~ 9T-J4 I i ShU IItCE III OESCIIPTIOH SI2E Ii GAOl
Sf-5Z 51-J4 t ST~34 i ST ~ ~T 34 I ~-I1O t FLASHIHG 26 GAGpound
STO34 Sf IE S-4 ~~ bull i jI-5l I bull ~ AU CORFfUPUf1)1HttD teGAG[l(2)tGOM
~ ST-J ST-3__ 1 ST--34 STmiddot ~ Ifl I -1 shyfoJ 1 TS rshy~ U34 5T-34 _ [ ST~ L I~ ST-34 I -1 L ~l 2 r-===--1---L--------L----_ IN P OAfAfH QTE ~~ B~O~o~O~~~~~TA~ - - STRAN STEEL DIVISION WHN ST-34 IS USED AS STAIfTER O~ THIS GliAl tAlts tun cotlOllAfllOH4 SlOE THE~ OPPOSITE SIDE OF Nt SAME END IUrIOIT MIOiIOAH MUST 8pound STARTED wnH ST-32
QUONSET 40 aUlUJlNG
DEVELOPED PLAN OF ROOF SHEETS Fl LONG II LOHGVI o 10 TY PE A _ _ _ 1 P1AN OF ROOF S HEE TS
rlEfT 10 -1- 4 8 _ HE S _ L C _ -- _ lpoundfUITH OF B UILOI HG ~ -_ I --- 00 628 AS SHOWN TT PE - A
o MEASURED ON OU TSIDe OF 51shy
23 --shy -shy~e _~ __
FL04NG(
CURvED SHEETS 5T-1250
ttRIB ST-12 30
GAL-v LEAD SEAL NAILS 8~ OC ~ 0
0 ~RCE
i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE
MASTIC SEAL BETWEEN FLASHING
U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas
tshy
01
I - ~N(L- Sf lila
IRIDOINfI
bull --l-r- 3 CURE~S 511r50
RIB 51 - 1230
1 - 51-150amp
bull
PURLIN ST shy 590 -
2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING
t OF eUILDING
dO ~
~Il
NUTS Il WASHERS
spuu CHANNEL --~ ~-I~ 101H $10pound$
-CHAHn IIUDOINCI srmiddotll26
OftE SlOE M 1 ONLY
$T -1 41O
SHEETS
RI8 ST-I230
OETAIL OF TYPICAL RIB SPLICE V ~Q812
bull litC
RI8 51- 1210 RI8 S1middot 1230 -_
I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot
~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C
FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS
SHEET METAL SCREWS ~ TOf CWLY
eKAHt[l RIOOHG S7 tJt6
~ 6 Ra
GEflTER TO CENTfJt 0 1185
INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -
INCI1~
CONCRETE
4 01shy OUT TO OUT OF FOUNDATION
TYPICAL CROSS SECTION o
FEE T middot
- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN
ST lno
6 RIB S7-1230 PUALIN ST ~90
DETAIL OF PURLIN TO RIB CONNECTION
031912__ 7= INCHES
_VISIONS
ANCHOR 80LT
La I( DESCRIP TiO I SIZE bull GAGE
1ST 5 f1 0 IPURLN 12 I II (lA
ST- 1230 I CURVED Ria a~ II 14 GA
Sflttll
ST-I505
$7-1410
CHAHNEL
~n eDli RIB SPLIO [ C~NNEL
FLASHING
CORRUGATED SHEET
~ x 1 x 16 GA
JaX QA
4 t4 ~~)( II 0
26 GA GlV
26 GA CiALV
STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON
ouon MICHIGAN
QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER
-shy -shy 10- 1-48
01 4$ SHOWN
TYPE-~A
CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR
~ oetI shy 0 - 40- A 629
a
4 Omiddot
~NIi D IN I) ~ A
bullbull
(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS
---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU
~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4
51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4
~
~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -
I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc
RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_
f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER
- em4W1l11 AILS
i ~
bull
Q~ 1 rf - shy~A~
g ~ ~ ~bull bull bull
bull bull~ ~ ~I bull ~ ( i
~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull
( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _
ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i
IIIAIL Imiddotac J~ BEAD MASTlC --
(
~tl
( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS
5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I
L--T ---1- I I l till fW nOOl LJtH j
__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS
_
SltllT Ji
GENUiy NOTES
I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET
V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD
----
t t
5-
r- shy
I
_ f~- r ~ bullbullYIi1 - FIN F
SECT ION ~ o o 10
-t ___ I 12
iNDE5 ---~ruT 1 01 2 3 5 6 ~
t~ (Igt FIVATIINj
oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00
~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC
NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~
I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t
xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA
Jl W3 IT 1 661
S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-
91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII
$T-U fU~fIJ CIRG KiA- GALV
Sor-lit CHANIpound 3r~i x 16GA
AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx
sr-rss ~ __~ lCl4~
1shy
1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110
(JrnooH MlCHIGAtli
OOQrHSET -40- aUILDING 40 FT LONGANb LONGE
TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL
- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1
L~-2~[fr1~T-2 -II
-~ 0 _ SEE SHEET-S32
$~FOR DETAILST-2~ rl il l bull~ ~
ST~54
-0middot Sj 440L
I ST-17
ATTACH SHEET
3iXI6GA STUD
DOOR A5T-66 ----n===i DOOR JAMB STUD
wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot
t
ST-122
~ ~
~I II11) 1
jgt ~
IJd fACE TO reE a CH~~~ middotT-1221
~ ~bull
il ~
5T 221 FIN FLO
LINE
FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS
RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS
liSTUD
~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO
41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________
I PIECES 5T- 113B
ELEVATION OF END WALL FRAMING WITH DOOR
ST- gt8
PIECES 5T-1367
S r~45l
_r
bull MASTIC
MASTIC
~ ~
STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA
ST-II shy I
I----f-tD00R A5T-66
II r mIl r ~~TO 4~ LAF CENTER
STshy 13 H
bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20
ST-2IR FLOOR L INE
5L1DII G DOOR Sf OWG AST- 66 SECTION
ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415
SCA Lpound FO R fLtlATIOHS ~ AS SHOWN
DETAIL
IIICHES
=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC
2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C
3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC
4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~
PIECE opoundSCRIPTIOH SIZE ANO GAGE
A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot
AST-66 SLIDI NG DOOR
ASl1iI1 METAL WINDOW
14-0)1( 13-6 HIGH
3Lmiddot X -IHIGH
~T- 1488 STUD 3-~ X IslA
ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL
ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl
IT-5 4
51 -101
5T-1l1I
ST-amp Sl~14~ 1
5I-f63
$T~OI
st-l4
~-CioIANNEL II( 16 GA
TOP CioIANNEL 3raquo X IIGlo
STUI) 5 )I 16 0
nASHI 16 GA GAl
F LASl-ilN O GAGALV
UFTfI 01 GA
HO WALL Gl _4 I lH)shy
DOOR JIIfB STUD lC161)la)1
BRADE 3 3 ~ XOA
ceR R STR1P i XI
~PLATt 11
f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-
STUN STEEL DIVISION CtA LAW nut COUOIanOH
~ MlQlllloUI
=~
- --END WA Oft
- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631
Iflt I aD
BLDG
S-RIB
I ~
- I
Fi ~I
smiddot 3 Sl UOS
t ~ T ST 44 WIND GIRT Sf- bull bull
4~~ $T 362
ST 4
5T 163
51117
t tmiddotOIA X I- SOU t NUT amp WI5HE R
NA tL T O R IB WITH 8d NAILS
- ST 4 4 0 11
1 10 I 7 _10 7 -
ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING
SCAlpound ~ ~~=_ S FI1(T -
WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l
RI
8l0 G
ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)
SCALE 9 1 I [ T
ST 743
tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-
TRA CK a BRA CK ETS US ED ONI Y
~ST 1I7 SPLICE 5T IO S
Ii I j
4 16 1 ~ 0
bullbull-~J bullbull middot 1 0
0
- I
bull
ST 3amp11
sr 1 fi J
5T 1I1 shy
r OA J( - Ol T S J NV TS 8 WA SHE RS
C oo tshy
SEC ON o l 6 9 I IS
(ND WALL IT H DOO R
lNCHE3 SCALE ---- --shy
regSECTION o bull
NeIllES
~ RIB
TH IRD RIS Re M [N O 8~O~ ____ I
Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT
~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr
bullg bull u
-i
SCAl
~
=22
T 3 8 [NO
f CA bull lOll S AND III VT5_
SECTION 5 T )
C J 6 I 12 15-M- =shy
WAL L STUD
tt OI A X I
30LT 5 AH e NUTS
IN CHES STUO
AND NUT
SECTION copy o 5 6 II 12 It
fiijCI1 iS
CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL
ST362 GRACE ANGLE middot x 8 0A L
STomiddotH-4 ~ACE el lgt 5 x It middot(faA L
nmiddotlIl BRACr l4SlC~middotCA
STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON
on lto MICHIG AN
QUONS[ T 40 BUILDING 40 FT LONG AND LONOER
~
TYPE it WALL WIND
0 Ii f LK ~~ shyTYP[shy A
- shy AS NOTEo
Cmiddot O middot gt- 0_ bull 632
I LHI tLJ LN u s
bull bull ~~--I
middot bull
-
~ bull bull bull 2 bull bull i
2 bull bull bull ~ lqshy ~ 1
N ~ r ~
r =
r
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r r Z
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bull middotshy~
r ~
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bull ~
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lt
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bull - I - shy
bullbull bull gt bull ~
bull ~rmiddot
~
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bull
bullbull
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g
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4 -
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__~LU~ULUL~LU~
__
__
__
__
__
__
__
__
__
__
__
__
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__
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_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
o loll
00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
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bullbullbull _ ~ - 51-
I L I~~nf ~
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SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
YTo1- J II
J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
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jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
91 BI
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IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
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bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
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gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
o MEASURED ON OU TSIDe OF 51shy
23 --shy -shy~e _~ __
FL04NG(
CURvED SHEETS 5T-1250
ttRIB ST-12 30
GAL-v LEAD SEAL NAILS 8~ OC ~ 0
0 ~RCE
i-~ ~ -- 5~ ~_ 13-11 o--shy -~--+ ~RIB SPLICE [OF -amp SPLICE
MASTIC SEAL BETWEEN FLASHING
U METAL SCREWS 8 LEAO HERS I~ nG BfTWpoundEN Rlas
tshy
01
I - ~N(L- Sf lila
IRIDOINfI
bull --l-r- 3 CURE~S 511r50
RIB 51 - 1230
1 - 51-150amp
bull
PURLIN ST shy 590 -
2 SPL1CE CHANNELS S1-i5 0 S SEE OETAIL OF TYPOCAL RI8 SPLICE ON TN$ ORAWING
t OF eUILDING
dO ~
~Il
NUTS Il WASHERS
spuu CHANNEL --~ ~-I~ 101H $10pound$
-CHAHn IIUDOINCI srmiddotll26
OftE SlOE M 1 ONLY
$T -1 41O
SHEETS
RI8 ST-I230
OETAIL OF TYPICAL RIB SPLICE V ~Q812
bull litC
RI8 51- 1210 RI8 S1middot 1230 -_
I I ~ 6 OHANNEL FlNISHED FLOOR LI NE 6 t CHANNEL -middot
~ middotr ~~ ~ bull shy MASONRY NAILS 12 shy O C
FLOOR OPTIONAL J EDGE OF CORRUGATED SHEETS
SHEET METAL SCREWS ~ TOf CWLY
eKAHt[l RIOOHG S7 tJt6
~ 6 Ra
GEflTER TO CENTfJt 0 1185
INSTPLLATtON OF TYPICAL C~ANNEL BRIDGING o 3 6 9 12Iii _ -
INCI1~
CONCRETE
4 01shy OUT TO OUT OF FOUNDATION
TYPICAL CROSS SECTION o
FEE T middot
- 4 middot4 SHEET METAL SCREWS DRIVE FROM TOP INTO 111 8 5 SHOWN
ST lno
6 RIB S7-1230 PUALIN ST ~90
DETAIL OF PURLIN TO RIB CONNECTION
031912__ 7= INCHES
_VISIONS
ANCHOR 80LT
La I( DESCRIP TiO I SIZE bull GAGE
1ST 5 f1 0 IPURLN 12 I II (lA
ST- 1230 I CURVED Ria a~ II 14 GA
Sflttll
ST-I505
$7-1410
CHAHNEL
~n eDli RIB SPLIO [ C~NNEL
FLASHING
CORRUGATED SHEET
~ x 1 x 16 GA
JaX QA
4 t4 ~~)( II 0
26 GA GlV
26 GA CiALV
STRAN STEel DIVISION OUA LAKES STEEl COIPOIIAnON
ouon MICHIGAN
QUONSET ~ 40 BUILDING 40 FT LONG AND LONGER
-shy -shy 10- 1-48
01 4$ SHOWN
TYPE-~A
CROSS SECTION ANO DETAILS _ ___ R TL I ~n AR
~ oetI shy 0 - 40- A 629
a
4 Omiddot
~NIi D IN I) ~ A
bullbull
(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS
---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU
~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4
51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4
~
~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -
I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc
RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_
f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER
- em4W1l11 AILS
i ~
bull
Q~ 1 rf - shy~A~
g ~ ~ ~bull bull bull
bull bull~ ~ ~I bull ~ ( i
~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull
( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _
ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i
IIIAIL Imiddotac J~ BEAD MASTlC --
(
~tl
( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS
5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I
L--T ---1- I I l till fW nOOl LJtH j
__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS
_
SltllT Ji
GENUiy NOTES
I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET
V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD
----
t t
5-
r- shy
I
_ f~- r ~ bullbullYIi1 - FIN F
SECT ION ~ o o 10
-t ___ I 12
iNDE5 ---~ruT 1 01 2 3 5 6 ~
t~ (Igt FIVATIINj
oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00
~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC
NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~
I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t
xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA
Jl W3 IT 1 661
S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-
91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII
$T-U fU~fIJ CIRG KiA- GALV
Sor-lit CHANIpound 3r~i x 16GA
AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx
sr-rss ~ __~ lCl4~
1shy
1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110
(JrnooH MlCHIGAtli
OOQrHSET -40- aUILDING 40 FT LONGANb LONGE
TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL
- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1
L~-2~[fr1~T-2 -II
-~ 0 _ SEE SHEET-S32
$~FOR DETAILST-2~ rl il l bull~ ~
ST~54
-0middot Sj 440L
I ST-17
ATTACH SHEET
3iXI6GA STUD
DOOR A5T-66 ----n===i DOOR JAMB STUD
wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot
t
ST-122
~ ~
~I II11) 1
jgt ~
IJd fACE TO reE a CH~~~ middotT-1221
~ ~bull
il ~
5T 221 FIN FLO
LINE
FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS
RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS
liSTUD
~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO
41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________
I PIECES 5T- 113B
ELEVATION OF END WALL FRAMING WITH DOOR
ST- gt8
PIECES 5T-1367
S r~45l
_r
bull MASTIC
MASTIC
~ ~
STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA
ST-II shy I
I----f-tD00R A5T-66
II r mIl r ~~TO 4~ LAF CENTER
STshy 13 H
bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20
ST-2IR FLOOR L INE
5L1DII G DOOR Sf OWG AST- 66 SECTION
ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415
SCA Lpound FO R fLtlATIOHS ~ AS SHOWN
DETAIL
IIICHES
=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC
2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C
3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC
4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~
PIECE opoundSCRIPTIOH SIZE ANO GAGE
A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot
AST-66 SLIDI NG DOOR
ASl1iI1 METAL WINDOW
14-0)1( 13-6 HIGH
3Lmiddot X -IHIGH
~T- 1488 STUD 3-~ X IslA
ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL
ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl
IT-5 4
51 -101
5T-1l1I
ST-amp Sl~14~ 1
5I-f63
$T~OI
st-l4
~-CioIANNEL II( 16 GA
TOP CioIANNEL 3raquo X IIGlo
STUI) 5 )I 16 0
nASHI 16 GA GAl
F LASl-ilN O GAGALV
UFTfI 01 GA
HO WALL Gl _4 I lH)shy
DOOR JIIfB STUD lC161)la)1
BRADE 3 3 ~ XOA
ceR R STR1P i XI
~PLATt 11
f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-
STUN STEEL DIVISION CtA LAW nut COUOIanOH
~ MlQlllloUI
=~
- --END WA Oft
- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631
Iflt I aD
BLDG
S-RIB
I ~
- I
Fi ~I
smiddot 3 Sl UOS
t ~ T ST 44 WIND GIRT Sf- bull bull
4~~ $T 362
ST 4
5T 163
51117
t tmiddotOIA X I- SOU t NUT amp WI5HE R
NA tL T O R IB WITH 8d NAILS
- ST 4 4 0 11
1 10 I 7 _10 7 -
ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING
SCAlpound ~ ~~=_ S FI1(T -
WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l
RI
8l0 G
ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)
SCALE 9 1 I [ T
ST 743
tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-
TRA CK a BRA CK ETS US ED ONI Y
~ST 1I7 SPLICE 5T IO S
Ii I j
4 16 1 ~ 0
bullbull-~J bullbull middot 1 0
0
- I
bull
ST 3amp11
sr 1 fi J
5T 1I1 shy
r OA J( - Ol T S J NV TS 8 WA SHE RS
C oo tshy
SEC ON o l 6 9 I IS
(ND WALL IT H DOO R
lNCHE3 SCALE ---- --shy
regSECTION o bull
NeIllES
~ RIB
TH IRD RIS Re M [N O 8~O~ ____ I
Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT
~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr
bullg bull u
-i
SCAl
~
=22
T 3 8 [NO
f CA bull lOll S AND III VT5_
SECTION 5 T )
C J 6 I 12 15-M- =shy
WAL L STUD
tt OI A X I
30LT 5 AH e NUTS
IN CHES STUO
AND NUT
SECTION copy o 5 6 II 12 It
fiijCI1 iS
CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL
ST362 GRACE ANGLE middot x 8 0A L
STomiddotH-4 ~ACE el lgt 5 x It middot(faA L
nmiddotlIl BRACr l4SlC~middotCA
STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON
on lto MICHIG AN
QUONS[ T 40 BUILDING 40 FT LONG AND LONOER
~
TYPE it WALL WIND
0 Ii f LK ~~ shyTYP[shy A
- shy AS NOTEo
Cmiddot O middot gt- 0_ bull 632
I LHI tLJ LN u s
bull bull ~~--I
middot bull
-
~ bull bull bull 2 bull bull i
2 bull bull bull ~ lqshy ~ 1
N ~ r ~
r =
r
~
r r Z
I
ra-r~
-
r- c
bull middotshy~
r ~
~
bull ~
-I-~ bull bull
~ ~
~ ~
~ ~ -lt
0 bull r 0 co
lt
-
- bullr bull bull
~~ middot o i
0 bull bull
bull - I - shy
bullbull bull gt bull ~
bull ~rmiddot
~
r ~
o
0
amp~
-
s
0
bull
bullbull
~
i ~
bull
g
shy
-
-
~ f
~l
6
bull ~
1
-i~
i
kyenl~
~ -
~
bull
-shy
---shy
-bull bull ~ ~I
4 -
0middot _
__
I I
----
--shy
~LU~
__~LU~ULUL~LU~
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__~
_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
o loll
00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
__~__ ~ H
I ~~ ~ ijj -
bullbullbull _ ~ - 51-
I L I~~nf ~
I i ~
SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
YTo1- J II
J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
~ -l ~ R~r I
jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
91 BI
~~lH IItlF TAffttIII amp~lIfl II In llIIM
~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV
IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
J
orUJ 00 05
bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
~ - ~ b rl-~--~ -~---~---~~
gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
bullbull
(JIlY LErD ~ ~L A1 JACM PUHl1N AnACli fUSHING TO R~ SHEETi WJTl1 NO r4 sert tit TAl CA~w- A lpoundAOt ffl~ ~It- M1WftN PAGJNS AA1IOX1104iTIlY 12 0tII COlTERS
---c --- shy2EiOA (VI~TUI-~l2 2- ~_~ 014 0pound1AU
~ll I ~- -9Ht[[T1I1I32 ~li ~ rROQnNG 5tUT ST - 1367middot 4
51 1J ) STZ -t -~- 5T-2- ~noWn 5eJI[~lo IJ~ la~ -4
~
~L--J n ST-Ir IpoundACl IWI~~ e DC V 68 ~D WITH 160 DIA ~J II shy UIIJ IIA9poundR 10- IE VSfD Wl1HST-30 -
I~ ~_ ~vt~~~IMII FRCtoI LSf-t __ _ - 1lEtlaquo) -D ST f(UOY IItI 8 oc
RIB I=LUGIlf04 EIoQ Wlamp1tR ~ - f~ ~ _-_r_
f-ffAfTE1iI (1 II ST-t Ii~O llAD MAST IC ~ mlaJtO~noTo EOUNORY NAI~ WITH LE AD WASHER
- em4W1l11 AILS
i ~
bull
Q~ 1 rf - shy~A~
g ~ ~ ~bull bull bull
bull bull~ ~ ~I bull ~ ( i
~IN~lrtlEl AIi CHliSLS ST shyiU I I bullbull
( RO middot0 flrt 40 20middot I 4ltJ-L ~ -l- J- middotmiddotmiddotmiddotrj -1--- _ _
ELEVATION O~ SOUl EtU WALL ffiAMING GrbI WoJ 5EII i
IIIAIL Imiddotac J~ BEAD MASTlC --
(
~tl
( -shyNO1 ltjHE E T 5T -32 SoT- rl57-U--shy i 5middotJI---1 1iT~1i 5T 11 II tl ~tAI tRENS
5T - 2IL lf l2Sf n ~- shy - -$ stgt bullbull a r CHANNEL shy r r T ]4 ~T JoSN2 I 11 nlO ST l I 1 I
L--T ---1- I I l till fW nOOl LJtH j
__[=CI= QT IQ--lLEQV~DAlIO~ ~ IHlTTCII or c~~ ~t T~ ----J -IASOkRY ll~ 0 -1 ElEVATIOO OF SOLJLEtO WALL SHEETS
_
SltllT Ji
GENUiy NOTES
I -ipoundAL yen-L ~ 6 tOUOtiTAL LAPS Ofh bull Ilaquo1li f tfl ft D4 IUD OF STICr- 014 SHEET
V IooETII ~ Pf7 STlO 2-middotL P5 ~ coiR ~ 8ETftpound~ 5TleS TO at STllDpoundD
----
t t
5-
r- shy
I
_ f~- r ~ bullbullYIi1 - FIN F
SECT ION ~ o o 10
-t ___ I 12
iNDE5 ---~ruT 1 01 2 3 5 6 ~
t~ (Igt FIVATIINj
oiIm 1amp iHfpound MeTAl KJIIpoundWS 8 UAC ~ wnM faA I-Ft-G If- 00
~~E ~ETS 10 iflQS 111111 IEAD SUl GoIoUo tWtS 8 lC
NL j-lDlUUNTAI 4NS OF CQfUI HrTS TO 8E 2-Ii ~ LraquoS TO 8pound AOOlI1 4 ~
I f~1IIIt ~Ir(IIM_~ shy 1 i flUI CUI - t2-t
xIampGl~ roe ST- ~- 5110 f x S T-IQUI SLID ~ PtiGA
Jl W3 IT 1 661
S--Iotu -I ~t-X6__--_--1 Sl-lll57 H bull tHO cuRV~D e6 GA AUt-
91JQ PLTE 4Xer~4J __ Sf-i7 I4lBlwINDGI r CONtlQn ampTXJJLiJ4ltII
$T-U fU~fIJ CIRG KiA- GALV
Sor-lit CHANIpound 3r~i x 16GA
AU CoAA ~Er5 ~ GA X 2 r CcM_ f-~~ ltNo_ ~lxtx
sr-rss ~ __~ lCl4~
1shy
1 srRAN STEEL DIVISION GRU f kAlES HEEL (1)01amp110
(JrnooH MlCHIGAtli
OOQrHSET -40- aUILDING 40 FT LONGANb LONGE
TYPE l 9OU O FFfAMtHG AHD DE TA ILS- Et+O wALL
- I I10-1-48 bullmiddot u I middotmiddotco- I 630 ~ o 0 -40middot1Alt~ TYP-1
L~-2~[fr1~T-2 -II
-~ 0 _ SEE SHEET-S32
$~FOR DETAILST-2~ rl il l bull~ ~
ST~54
-0middot Sj 440L
I ST-17
ATTACH SHEET
3iXI6GA STUD
DOOR A5T-66 ----n===i DOOR JAMB STUD
wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot
t
ST-122
~ ~
~I II11) 1
jgt ~
IJd fACE TO reE a CH~~~ middotT-1221
~ ~bull
il ~
5T 221 FIN FLO
LINE
FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS
RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS
liSTUD
~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO
41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________
I PIECES 5T- 113B
ELEVATION OF END WALL FRAMING WITH DOOR
ST- gt8
PIECES 5T-1367
S r~45l
_r
bull MASTIC
MASTIC
~ ~
STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA
ST-II shy I
I----f-tD00R A5T-66
II r mIl r ~~TO 4~ LAF CENTER
STshy 13 H
bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20
ST-2IR FLOOR L INE
5L1DII G DOOR Sf OWG AST- 66 SECTION
ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415
SCA Lpound FO R fLtlATIOHS ~ AS SHOWN
DETAIL
IIICHES
=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC
2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C
3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC
4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~
PIECE opoundSCRIPTIOH SIZE ANO GAGE
A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot
AST-66 SLIDI NG DOOR
ASl1iI1 METAL WINDOW
14-0)1( 13-6 HIGH
3Lmiddot X -IHIGH
~T- 1488 STUD 3-~ X IslA
ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL
ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl
IT-5 4
51 -101
5T-1l1I
ST-amp Sl~14~ 1
5I-f63
$T~OI
st-l4
~-CioIANNEL II( 16 GA
TOP CioIANNEL 3raquo X IIGlo
STUI) 5 )I 16 0
nASHI 16 GA GAl
F LASl-ilN O GAGALV
UFTfI 01 GA
HO WALL Gl _4 I lH)shy
DOOR JIIfB STUD lC161)la)1
BRADE 3 3 ~ XOA
ceR R STR1P i XI
~PLATt 11
f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-
STUN STEEL DIVISION CtA LAW nut COUOIanOH
~ MlQlllloUI
=~
- --END WA Oft
- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631
Iflt I aD
BLDG
S-RIB
I ~
- I
Fi ~I
smiddot 3 Sl UOS
t ~ T ST 44 WIND GIRT Sf- bull bull
4~~ $T 362
ST 4
5T 163
51117
t tmiddotOIA X I- SOU t NUT amp WI5HE R
NA tL T O R IB WITH 8d NAILS
- ST 4 4 0 11
1 10 I 7 _10 7 -
ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING
SCAlpound ~ ~~=_ S FI1(T -
WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l
RI
8l0 G
ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)
SCALE 9 1 I [ T
ST 743
tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-
TRA CK a BRA CK ETS US ED ONI Y
~ST 1I7 SPLICE 5T IO S
Ii I j
4 16 1 ~ 0
bullbull-~J bullbull middot 1 0
0
- I
bull
ST 3amp11
sr 1 fi J
5T 1I1 shy
r OA J( - Ol T S J NV TS 8 WA SHE RS
C oo tshy
SEC ON o l 6 9 I IS
(ND WALL IT H DOO R
lNCHE3 SCALE ---- --shy
regSECTION o bull
NeIllES
~ RIB
TH IRD RIS Re M [N O 8~O~ ____ I
Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT
~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr
bullg bull u
-i
SCAl
~
=22
T 3 8 [NO
f CA bull lOll S AND III VT5_
SECTION 5 T )
C J 6 I 12 15-M- =shy
WAL L STUD
tt OI A X I
30LT 5 AH e NUTS
IN CHES STUO
AND NUT
SECTION copy o 5 6 II 12 It
fiijCI1 iS
CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL
ST362 GRACE ANGLE middot x 8 0A L
STomiddotH-4 ~ACE el lgt 5 x It middot(faA L
nmiddotlIl BRACr l4SlC~middotCA
STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON
on lto MICHIG AN
QUONS[ T 40 BUILDING 40 FT LONG AND LONOER
~
TYPE it WALL WIND
0 Ii f LK ~~ shyTYP[shy A
- shy AS NOTEo
Cmiddot O middot gt- 0_ bull 632
I LHI tLJ LN u s
bull bull ~~--I
middot bull
-
~ bull bull bull 2 bull bull i
2 bull bull bull ~ lqshy ~ 1
N ~ r ~
r =
r
~
r r Z
I
ra-r~
-
r- c
bull middotshy~
r ~
~
bull ~
-I-~ bull bull
~ ~
~ ~
~ ~ -lt
0 bull r 0 co
lt
-
- bullr bull bull
~~ middot o i
0 bull bull
bull - I - shy
bullbull bull gt bull ~
bull ~rmiddot
~
r ~
o
0
amp~
-
s
0
bull
bullbull
~
i ~
bull
g
shy
-
-
~ f
~l
6
bull ~
1
-i~
i
kyenl~
~ -
~
bull
-shy
---shy
-bull bull ~ ~I
4 -
0middot _
__
I I
----
--shy
~LU~
__~LU~ULUL~LU~
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__~
_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
o loll
00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
__~__ ~ H
I ~~ ~ ijj -
bullbullbull _ ~ - 51-
I L I~~nf ~
I i ~
SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
YTo1- J II
J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
~ -l ~ R~r I
jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
91 BI
~~lH IItlF TAffttIII amp~lIfl II In llIIM
~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV
IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
J
orUJ 00 05
bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
~ - ~ b rl-~--~ -~---~---~~
gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
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1 I I
shy
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c
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5T-49
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SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
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5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
L~-2~[fr1~T-2 -II
-~ 0 _ SEE SHEET-S32
$~FOR DETAILST-2~ rl il l bull~ ~
ST~54
-0middot Sj 440L
I ST-17
ATTACH SHEET
3iXI6GA STUD
DOOR A5T-66 ----n===i DOOR JAMB STUD
wI~ NO14 SHEET METAL SCREWS a LEAD II WASHEFtS n ~ ~ COM SHEETS _ -0middot
t
ST-122
~ ~
~I II11) 1
jgt ~
IJd fACE TO reE a CH~~~ middotT-1221
~ ~bull
il ~
5T 221 FIN FLO
LINE
FOUNDRY NAIL 8oc~__ _ SENQ AROUND WITH LEAD WASioIpound rLANGpound RIS
RAFTER CLIPST-2 FASTENED TO RIB 8 STUD WITH 9d COMMON NAILS
liSTUD
~ T - bull -f-1 - Ishy - - 14 - - - Ill SPACING 4_6 1 J 4-0 I 4 -Q I 7--0middot I l cOmiddot ishy 4--0middot 4-Q I --1STUO
41-04 OUTSIPE TO OUISIPE OF FOUN~TQ-N_ _ ________
I PIECES 5T- 113B
ELEVATION OF END WALL FRAMING WITH DOOR
ST- gt8
PIECES 5T-1367
S r~45l
_r
bull MASTIC
MASTIC
~ ~
STOVE 80LTS-~ i DtAlIrLGamp 51-54 L EAD WA~EA
ST-II shy I
I----f-tD00R A5T-66
II r mIl r ~~TO 4~ LAF CENTER
STshy 13 H
bull -S21 L -~--~~~-~~----lr-~eit GUI ~~I_ 1 S1-20
ST-2IR FLOOR L INE
5L1DII G DOOR Sf OWG AST- 66 SECTION
ELEVATION OF END WAbL WITH DOOR IItA 50NRY NAILS 12 oC U UU I o 5 10 IIICIN- FEET 10-1-415
SCA Lpound FO R fLtlATIOHS ~ AS SHOWN
DETAIL
IIICHES
=1 SEAL AlL ERT ICA L t HOR IZONTAL LAPS OF SHEETS WITH r TO i alA BEAD OF MASTIC
2 LAPS OF CORR SHEETS BETWEEN STUDS TO 8E STITCHED WITH NO1 4 SHEET METAL SCREWS a LEAD WASH(RS WlrHJ HOLE 12 0C
3 SECURE SHEETS TO STUDS WITH GALV LEAD SEA L NA ~LS 8oC
4 ALL HORIZONTAL LAPS Of CORA SHEETS TO BE 2 a VERTICAL L APS TO 8E 4 ~
PIECE opoundSCRIPTIOH SIZE ANO GAGE
A5T-3 I Mpound1AL LOUVER 41-0middot )( 4 -0middot
AST-66 SLIDI NG DOOR
ASl1iI1 METAL WINDOW
14-0)1( 13-6 HIGH
3Lmiddot X -IHIGH
~T- 1488 STUD 3-~ X IslA
ST- 1467_ STUD i)~ X la GA l 5T-1488 STUD Ij X 1SGA J 5T-1I38 FLASHING CURVEO 2fj GA GAL
ST- I6 FLASHlfiIIGCU R liD 2flGA GAL I 5T-17 RIS-H INO GIRT c~ Cf1 It X 3 113$ I StUl
IT-5 4
51 -101
5T-1l1I
ST-amp Sl~14~ 1
5I-f63
$T~OI
st-l4
~-CioIANNEL II( 16 GA
TOP CioIANNEL 3raquo X IIGlo
STUI) 5 )I 16 0
nASHI 16 GA GAl
F LASl-ilN O GAGALV
UFTfI 01 GA
HO WALL Gl _4 I lH)shy
DOOR JIIfB STUD lC161)la)1
BRADE 3 3 ~ XOA
ceR R STR1P i XI
~PLATt 11
f--__-+I--=shyCORRUUTED SHUTSl HG- X Hi OORIl-
STUN STEEL DIVISION CtA LAW nut COUOIanOH
~ MlQlllloUI
=~
- --END WA Oft
- KE B -AU --shy -shytdOO_ _ __ 0- 40-amp 631
Iflt I aD
BLDG
S-RIB
I ~
- I
Fi ~I
smiddot 3 Sl UOS
t ~ T ST 44 WIND GIRT Sf- bull bull
4~~ $T 362
ST 4
5T 163
51117
t tmiddotOIA X I- SOU t NUT amp WI5HE R
NA tL T O R IB WITH 8d NAILS
- ST 4 4 0 11
1 10 I 7 _10 7 -
ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING
SCAlpound ~ ~~=_ S FI1(T -
WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l
RI
8l0 G
ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)
SCALE 9 1 I [ T
ST 743
tt ST - 4 40 Lrvshy _ST 4401l -amp(~r1I~5bullbull-
TRA CK a BRA CK ETS US ED ONI Y
~ST 1I7 SPLICE 5T IO S
Ii I j
4 16 1 ~ 0
bullbull-~J bullbull middot 1 0
0
- I
bull
ST 3amp11
sr 1 fi J
5T 1I1 shy
r OA J( - Ol T S J NV TS 8 WA SHE RS
C oo tshy
SEC ON o l 6 9 I IS
(ND WALL IT H DOO R
lNCHE3 SCALE ---- --shy
regSECTION o bull
NeIllES
~ RIB
TH IRD RIS Re M [N O 8~O~ ____ I
Lshy ___- yBS -shybull J-1I7~middotmiddotmiddotmiddotmiddotloI A X I~ BOLT
~ SPLICE I~ shy S T ~2 ~~ 1-O~middot Olotn- rr
bullg bull u
-i
SCAl
~
=22
T 3 8 [NO
f CA bull lOll S AND III VT5_
SECTION 5 T )
C J 6 I 12 15-M- =shy
WAL L STUD
tt OI A X I
30LT 5 AH e NUTS
IN CHES STUO
AND NUT
SECTION copy o 5 6 II 12 It
fiijCI1 iS
CI MA R O( 5CltIP1OM stU AND GAGE- iT I1 9R ocr AMGLpound deg 4iOAL
ST362 GRACE ANGLE middot x 8 0A L
STomiddotH-4 ~ACE el lgt 5 x It middot(faA L
nmiddotlIl BRACr l4SlC~middotCA
STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON
on lto MICHIG AN
QUONS[ T 40 BUILDING 40 FT LONG AND LONOER
~
TYPE it WALL WIND
0 Ii f LK ~~ shyTYP[shy A
- shy AS NOTEo
Cmiddot O middot gt- 0_ bull 632
I LHI tLJ LN u s
bull bull ~~--I
middot bull
-
~ bull bull bull 2 bull bull i
2 bull bull bull ~ lqshy ~ 1
N ~ r ~
r =
r
~
r r Z
I
ra-r~
-
r- c
bull middotshy~
r ~
~
bull ~
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~ ~
~ ~
~ ~ -lt
0 bull r 0 co
lt
-
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~~ middot o i
0 bull bull
bull - I - shy
bullbull bull gt bull ~
bull ~rmiddot
~
r ~
o
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amp~
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s
0
bull
bullbull
~
i ~
bull
g
shy
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-
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6
bull ~
1
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i
kyenl~
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~
bull
-shy
---shy
-bull bull ~ ~I
4 -
0middot _
__
I I
----
--shy
~LU~
__~LU~ULUL~LU~
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__~
_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
o loll
00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
__~__ ~ H
I ~~ ~ ijj -
bullbullbull _ ~ - 51-
I L I~~nf ~
I i ~
SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
YTo1- J II
J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
~ -l ~ R~r I
jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
91 BI
~~lH IItlF TAffttIII amp~lIfl II In llIIM
~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV
IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
J
orUJ 00 05
bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
~ - ~ b rl-~--~ -~---~---~~
gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
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WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
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PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
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- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
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51117
t tmiddotOIA X I- SOU t NUT amp WI5HE R
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- ST 4 4 0 11
1 10 I 7 _10 7 -
ELEVATION OF END WALL BRACE S VIEW fROM INSIDE OF BUILDING
SCAlpound ~ ~~=_ S FI1(T -
WI ND GIRT ST 440R yenrIND 91 r 5T 4 4 0l
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ROOF PLAN OF END WALL BRACES WITH PURLINS REW OV ED)
SCALE 9 1 I [ T
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regSECTION o bull
NeIllES
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ST362 GRACE ANGLE middot x 8 0A L
STomiddotH-4 ~ACE el lgt 5 x It middot(faA L
nmiddotlIl BRACr l4SlC~middotCA
STRAN STEel DIVISION GInAT LA IU STln CORIOI11ON
on lto MICHIG AN
QUONS[ T 40 BUILDING 40 FT LONG AND LONOER
~
TYPE it WALL WIND
0 Ii f LK ~~ shyTYP[shy A
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Cmiddot O middot gt- 0_ bull 632
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NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
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OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
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ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
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l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
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set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
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sta l2 CQtFI III e-i1fltI lONIi
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STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
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5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
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at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
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bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
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l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
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----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
bull bull ~~--I
middot bull
-
~ bull bull bull 2 bull bull i
2 bull bull bull ~ lqshy ~ 1
N ~ r ~
r =
r
~
r r Z
I
ra-r~
-
r- c
bull middotshy~
r ~
~
bull ~
-I-~ bull bull
~ ~
~ ~
~ ~ -lt
0 bull r 0 co
lt
-
- bullr bull bull
~~ middot o i
0 bull bull
bull - I - shy
bullbull bull gt bull ~
bull ~rmiddot
~
r ~
o
0
amp~
-
s
0
bull
bullbull
~
i ~
bull
g
shy
-
-
~ f
~l
6
bull ~
1
-i~
i
kyenl~
~ -
~
bull
-shy
---shy
-bull bull ~ ~I
4 -
0middot _
__
I I
----
--shy
~LU~
__~LU~ULUL~LU~
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__~
_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
o loll
00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
__~__ ~ H
I ~~ ~ ijj -
bullbullbull _ ~ - 51-
I L I~~nf ~
I i ~
SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
YTo1- J II
J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
~ -l ~ R~r I
jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
91 BI
~~lH IItlF TAffttIII amp~lIfl II In llIIM
~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV
IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
J
orUJ 00 05
bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
~ - ~ b rl-~--~ -~---~---~~
gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
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- -12 middot I - C -O r T
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rozR
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5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
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ST-22
bull I z
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bull0
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I
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J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
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==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
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I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
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I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
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U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
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2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
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2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
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r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
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20 Sf~1 CORRUGATED STRIP - ZSLONG
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-
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3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
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50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
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t
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no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
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fi T S IL L
G
cc111 bull
- -
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WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
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POlITlON IlJoPLI l~ING Sf HwJ Q
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CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
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RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
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51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
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2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
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middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
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HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
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bull I J I (III ~ I$ I
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- I -shy
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4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
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1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
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bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
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ABOUT I
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EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
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I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
_ ~ lL_ _ 51 11 ru 1~1 t1shy 001 ~ Iii 81 ~O l pound IDIS IInEJI 1~E STuOS aN JII8i ~ I ~I A~ j~WO ~r
r - to lCd-t ~~r - ~ - ~ TTtlIUl T O ~LIU-r (~- ~~tj~ gtll-HlIICoI UOCfl HE JUII FIiJl W[ aut
~ 1 DbOfI IRAotE 8AR IIIOTH IoUI B n ~ - Itpoundr Jolt TilL ~1Ir
~~shy ~shy ~ 1 - I I -T-- -
I I -tr shy H
- II It-J 1 ~T ~8 ~ i 1
ST-4~1-1----I~ 1 S f-4~7- 2
it DOOfl 51 4 ~ 5 qy $1-460
ST- 461 t _ Sr - 4_62~=_ _ l flS~- ~9~~shy -- - - -I I
I ~ rr ST-4~tI
o Z 00
1 is ~ ~
o loll
00
E
me r -9nu S1 WITJI --I ~ n ME stJIpoundW5 ND
LJlI YO~Ctt1
y 1111amp -shy
r 1F Hltt T
__~__ ~ H
I ~~ ~ ijj -
bullbullbull _ ~ - 51-
I L I~~nf ~
I i ~
SECTION
V ~ t~ ~
NQoC
_ sn rt JOOR ~1 45 ~
~
NOl r -IF ItUS HO gt II RJJbHD 1Ifl~ OP RE CIi IN FIE L AND
~ r - TlO~
t CK GN0ltWf )N s r~1Ii A~T[R I r~ IA1ION ~d 5shy TO PR EVENT hlrlil ~ PolOlAL
t ICHnn _
=7Tj copy I I
i CiS j n-~~~ ~~ 4~ST 41
hIt-
rH ZI t oT-)-shylI~ J S~D IIO_E 7
YTo1- J II
J
I I
D ~~N4 it Il
I~ ~ - I ~Ilt-
1iIe-L 9CIlEW ( lUlU IjIlpound In
PJ shy 1 l I
~ -l ~ R~r I
jbull
I ~ TI Spound 110-pound5 PU~Cltl[D
H 5nA~ STEEL
I 10
Ir IfiIE HUM~ AR f ~ 1401[111 J ~ T I C~
Itt I
l ~ IL -Jj ~I~t I
~shy
I lt I ~ middot I~)tL U~~ S~middot I 6 u1~lft 1132
H~
IJrlt CfI OR 011 tEo~ 111 A IlIl ti IN rl~LIiS amp10101111 I~ DOtH rL A -Gts ~ 1111 SJ()EOF STII~ t LOtA n~
OUTSIDE ELEVATION OF DOOR lt
f~O nw lIII1 1 1~Jrul ~ HOLES
0 SCALl
FEET
c
ATTACI1 JA~8 IA~E BARS TO AM8 STUDS Wlnl ~14
I 1 rws nT~pound lJ 1IfI
ST-4~71
SHT METAL SCfpoundWS
NOH -ltV r1 rshy 5 A~T - 51 ~) shy
_ _ ~TTEI I STshy 512
FOR PIlRER POSITON Of DOOR
THIS HU~P Of STUD ~UST BE I TUfllot[D AWAY I ROM C[ NTERUHE ----J )k OF DOOfl 0 ~OTl~ SlOP OF DOOR fr -5 56 STUD
~ r- 511
5T- lo ll26 GA CORR
r ~LEAD SEAL ~AIL
J
P I ---CANDLE ST-4~9 1l STUD SCREW 61- 462
~~ IJAN OlE ~E[PpoundP STshy 460 LC____ LATCfl [[PEIII ST- 461
7
OO~
DETAIL SHOWING FIELD PUNCHING OF ADDITIONAL HOLES FOR JAMB STUD
CAUTION
fO~ PR OI EfI AUG -IIoiUH OF DOOflS I UNCH ~TUDS
I t [ Lll WITH CARL liSE DOOR J~8S AS u wh ATE FIT ~OOR 111018 fO STlm HIT ~O NOT ~o~Efi AILING GI(OOVE (I I1Li O WITtlt JA-I8
~ fEEL DOOR ST- 455 ------J
IlUTT HINGf ST 4 58-shy
1----+
cshy JA~8 fRA ~~ 8AR ST- 457 2
l- 3 ~8shy STUD
SECT ION THRU OOOR 26 GA (l~R ~rUETJ----
O I 3~
set E IllliMl bull
-
MY IIlI
ENLARGED VIEW OF DOOR HANDLE AND KEEPERS
r 0 r =-----shyGALE ~flrs
shyILL 41 [III
~~
fJshy
1__ ARK cn ~ ~ f
IT D~ I tlm OOOlt D VIIX amp11 IJII X I W fT~T ii~ FIIE 6IA -~ol(lri~ -~~r-I -iJjri 1otIi iitMlt ampIj ~7iiI il-LOtiO in~-l ~ Hrn- JNi- liilUiii
~_Y_~l _lII~_aL __ ~~Ll _~UPf_J~_ ~tt_1 IoIgOl U8 LIJOIFJ
Htcii -vtJiiiTMli ioil rCtI)to~shy4middoti -Sf-DI Im--YII ~I 0(10 1111 -1 l 1~ 1lt
sta l2 CQtFI III e-i1fltI lONIi
if4io 00(lfI U -ttttl amp1 ~1 DOQII U~ ~[t~01
~1 - ~ s I secttlJll GfiOft
fyen 1=5170 I I ir - a) 7 ST -PII
91 BI
~~lH IItlF TAffttIII amp~lIfl II In llIIM
~~t1IJIlJ oU ~111 ~ ~6J~ FLAShlllll-II - LOWoII IULV
IXIUIJIIIIfI U 00 LpoundW BtI nlt
STRAN STEE L DIVISION GIlAT lAk15 nUL CORr(MAJIOI
IDflWOO MIQWOlH
OOOft ASSEMBLY -3-X=7~- -0100 sruL_mnll_ _ _
flIIL jill S1li~U85 bullbull1I1Ii_ 1
~ a 47 100 OtiL _la ~shy -shy~
~ If(lru ~~ shy ASTmiddot31
I-Il tllko I
bull ~ bull ~ Zbull Xbullbullo
-
J
J
orUJ 00 05
bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
~ - ~ b rl-~--~ -~---~---~~
gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
bull ~ bull ~ Zbull Xbullbullo
-
J
J
orUJ 00 05
bull0 iii
bull -J z Oz z~0 JI -
n
o
l I i CURB ANG LE SILL GU IOE
b ~tgt- ~~ ltl
~ - ~ b rl-~--~ -~---~---~~
gt- - shy r~ shy0 - 1 1 1 lt_ -_ Ill i STRAP ANCH ORS 2 - 0middot ole
t h - --y ~ I WE LDED TO ANG LE
1-____ 4-II _middot-LI-----j[AL
o middot 0 0 0
(NOT SY STFIAN STEELl
~ A v -
~ I I ~ v ~ -t ~ ~ bull
fA- SECTION ~)
o i t INCHES
~f
~ bull
or g Ifbull~ BIL L OF lo4011T EAIAL _~ bullo shy AN Gtpound SILL 6UIC~ ~I I~ 14 xrx 13 GA CHANNELX - bull
NO PlECE MNt DE SC RiPT ION Io b ~ ~ ~ -r~-ij lt) _ -- 12 PIPE X rX~middotX I4 - 2 middotLO NG(SILL GU I0E I NO T BY ~ -r -l STRAN STEEL 8 I x i XSLO NG BENT STRAP ANCHORS
5 lLJ o 0 fL_ oo 410- FLOOR LI NE~--~~~=r-bull 1 bull ALTERNATE PIPE GUIOE ~ ~ 1 bull z UJ bull 0 VL ltt a
~ J r 2 IjK(KllGAbullCHANNEL 7 middot O~ LG_13 I - ~ - shy 3iij 111 1 ~ NOT 8 1 - --~ -~ 1-1) BL ACK STEEL PI PE 20middotmiddot0LGt w ltgt1 ST RAN ST EEL L 7 2)1 ~x 10 GA L UGS 2 LG - r-zxlx JO GA LUGS
at ~ ~ - - tmiddot __ Hbull middot 4 u Z ~
_ ~ ( -- - ~ ~ t- bull 0 1 a ffiJ IIiYlllOol~ - - y v -- shy STRAN STEEL DIVISION
bull IflLg~ GRiAl LAKlS STtEl COtPOlAIlOH DfntOIT IOtICiAN ~ o
Q -DOOR THRESHOLD
i ~
SECTI ON x SUGGESTED FIELD INSTALCArrO~ x a 1 REORAWN 10-1-46 OF CURB ANGLES OR PI PE
~ INCHES REORAWN 6 -1-48 FOR 14 XI3-6middotSlIDING DOOR 6 -1-4 7 lt~ v t 10 ~olaquo L K -shy
C~~ gtltCI ~ - AS NOTED AST-48
fRINTID I N u s
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
~---Ar 1 WO~RT
(i ~ TS~i~ ~J~L SCREWS
EJ SQ HEAO MACH BOLT 4NO NUTV -r~ - ~ 6 middot 6 ST- 1263 1 - 0 middot 5T- 1262 7-0middot 51-1262 6 6 ST-IZ63
bull ~ w middot J -----1 ~ i L fJ~ middotmiddotf f I ~ I ~ 1 i middotmiddotmiddotf ~I II ST STmiddot T ft sTZO y~~ T T STmiddot TmiddotII 1 I [ ST-iZeZ TRACI 1 - 0 middot L ONG TRVC)( -ST-297- V gtoWl l I 0 I Tl bull I ~T -1263 TRACI( 6 - 6 bull LONG ~ DOOR LEAFbull
j ~ -I f- - - ST_2j1 TA UCKS 5T-I271
UI ~ I J- 0 1-286 AND Sa IIRACKETS r --l ~I ~ -- I 5T-287 C[NTE~ 8RACKET ---_~D WASHER~ i ----411 ~ I Sf_1248 WIDE BRACKET DOOR LEAF- t ST-293 aRACICET BETWEEN TRACK~L I 5T1272 - _SSULV SUPPORT ANOrJI---+--- 11lbJ -ST-293- SPLICE I ST-28~ ct BRACKET8RACKET TO
l -I iii - C-_ I ~~~ tRAQET 1 LINE UP ACIC
1 bullIII I t
-~ ~- ~ T---j I -TRJh---l=rego~ I DETAIL tIlJ DETAIL ~ g _ DOOR LEAF NOTE 0 I 2 3 4 e 10
bull LOCATE DOOR STOP STmiddot 1t18 CRE I ~ f BOOND ENO OF DOOR LEAF
~I ~I DOOR LEAF IN LINE WHEN DOOR S FULLY OPEN I bull ~A~TtE L======j~~~~~~~~~LL~~Q~f~ ~R~~A~8 v WITH JAM AND FLUSH WITH DOOR JAM8 I RK DE SCRIPTION r I I ST~1271~~~~1 ~ LEAF WITH A5TltAClAL
f I ~OR EA~___________ST2721-0Q~7L=~F -1 C3 LLJ -t f 2 ST~ 1262 7 Omiddot TRACK
~ ~ t - lfi-4~ ~~ ~ ~t+~~ T~RA~CKt==============1 T 63~~~~~ ST278 lST~ 124 1 ST1241 sr 27e2 4 STmiddot 286 BRACK~E~T--=-________-1 0 ~ OA_ X 4 LAG SCREW I I STmiddot2e7 CENTER BRACKET bull ~ WASHEF AND EXPANSION SHIELD ~ 2 STmiddot28e END IRACKET
_ I VIEW OF DOOR SHOWING STOPS iV ~ 2 STt9l TRACK SPLICE 8RAGKET ASSEMBLY
INTERIDR ELEVAT ION _____ r-tT9t-TRU ----==_____ --j ~ L__ I SCAL~ 0 P ~ I Sf middotl5M C~NTER FLOOR STOP
1f 1 I I I ~ FEET middott 1 i 2 STlZ41 CHANNEL GUIDE I 11 t------1 I I II ~E~NTER FLOOR 2 ST1278 OOOR STOPI I bull middot-- CORR STRIP 1_Imiddot STOP ST~i36 L=-tct-c~c7---C=------1L I - I I (FLOOR LINE 1- -4tL riO i0IA X LAGSCREWS
bull I middot COM8 STUO ANO JAMS L---- w j _ EXPo SHIELD FOR 12 LAG SCREWS 4 LONG~1 11111 9~ - ~ I II q r- -FLOOR --
lL-iJ P r-gt If- bull 12 12 OIA x I LG SQ HO MACH BOLT ANO OT
~ ~ I~r4~LG_ LAGSCAEW 30 WAStiERSFOR li OIA BOLT SECTION A II l ~ 8WAStlEJtdeg 5 JtJ DOoR Lj LEX~N5ION SHIELD -4 LOHG 1--1-- + ----------- _____~
SCALE 1 INCHES I
1 ~ --v liCLEARANCE 1 _ Ft- I ~ I 7 ~1 )in 1 v r bull - STRAN STEEL DIVISION
~- i ST- 1241 y GRlAT lAKES STEEl CORlOtATiON I~~ III 5T 12 onion MI041GAN
Il (lIHSHED FLOOR UNE ~ DOOR ASSEMBLY
I I I ~ltWASHER SCALED regreg REVISED 10-48[ ~~~~~k~~I4~~ X~ ~ ~~ ~S~TEE~L~)QR~if~~~~~1 -rOtA X4~LAG SCREW SECTION ~ ~-~ - _ Q~ L~~~ ~S~1DI~NGDETAIL SHOWING -EXPIlNSIOM SHIE LD fOR INOHfS REDRAWN 6 - 1-4
CHANNEL GUIDE 2 LAG SCREWS ~ 4middot- DO N O t1 L (uI~ LK 00 _ SCALEO 5 uO IgtmiddotNOmiddot~~N_ AST- 66
NCHES AS NOT[D
~ I NTO IN U IA
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
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1 I I
shy
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c
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I ~--- I--------1
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ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
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bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
sr- I~OL
~ z middot
~ i Sf- IOOR
4 - 0-- 4- q2 - - 1 -t-O I JOQ 11- - 2
~-U8S ShI4~0-i If t bull
L 5 1-14 93MOVE RIB HERE - IrMCNE RIB HERE FROM OPENINGFROM OPENING TOP 8 BOTTOM
51- 133----( 1 )- ~Tmiddot I33 NAILED TOmiddotI I 80 TH FLANGES 0 OF 1185 ABOUT
2- 6 DC 0
bull
bull
ST- 22~ b ~ ~ F -~~T-m- 51-725
- shy-L ST -JOZL I middot+f I -S1 102
l- If- middot 12
ROOF FRAMING PLAN
r __- 6-lli 0-1_ START WITH EDGE OF --~l CO RR
5 1 -1 194 -- - shy - - shy ~ Sf-1I 94 5T-1I94 DOWN
51shy 280 bull Q 1 - -gt80 5T-280 ~-2BO ~ -~ I T- 4 SHEET METAL t 0lt I h
8 LEAO wASHERS I I middot I on
RIB AlOffGSlOE OF RIB SEE PLANS
Sfshy loe L
11
2- 6
PRESENT RI6S
)~~-
3-1
rmiddot Of -Nbull
bull01 1 ~I(
OPENING FOR ~)( 12 SLIDING STEEL DOOR AS5EMBLY ASHI3
OUTSIDE ELEVATION
S~Q
T ~ 9
ST~ ICOR
ST-looL
n iA 4 iAO SCREW
Sli lE IO a STAOAFIO I 6-1 ~ __ +shy 6 -1 _--shy
---~~--- -~--- - - - ~i -shy _-shy- shy~- J 6 -1
FOUNDATIO N PLAN
PRESENT RIBS
-l
a -
) - S
) shy I ~ I-1
XI
2 ~6
1 ~ I ~N - N
I I 1L l _
~
~ bull~
ST middot 7 I ~ I - 26 GAGE I FLAT SHEETS
III 1 51shy 1195STUD I CURVED FLASHING
~ bull ST - 61
SECTION ffi
EB o ~--- I
F EE 1 SCALE OF ABOVE DETAILS
= FOR DE1AILS SEE A5T - S7 SHEET 2
FOR BILL OF MATERIAL SEE A5T-67 51-poundET 4
FOR FRAMING a FIELD WORIlt SEE AT-67 SHEET )
FO~ POSSI BLE ARRANGEMENT OF SIDE WALL ODORS SEE A5T- 67 SHEET 4
-~ EXTERIOR FACE Of 510pound WALL r-==~--------------------~ STRAN STEEL DIVISION
~ 6
1 51-1278
rOIA X4 LAG SCREW EXPANSION SHIELD 8 STADARD WASHER
NOTE FASTEN FLAT SHEETS TO STUD WITH
6d GALiANI~ED NAILS WITH lEAD WASHERS B DC
LAPS OF HAT SHEETS NOT ON STUD
TO RECEIVE -14 SHEET METAL
SCREWS 8 LEAD WASHERS a-oc SEAl AIl VERTICAt 8 HORIZONTAl IAPS Oe FLAT SHEETS 8 fLASHING
WITH t OIA BEAD OF MASTIC
4-
~ 0- -48
II= SHOWN
GREAT LAKES STEEL CORPORATION DETROIT MICHIGAN
DOOR ASSEMBLY 12 X t2 SLIDING DOOR IN CURVEO WALLS- shy
PCiNFRONT AND SIDE ELEVATION ~ ~ -- H LS Iw H RM - AST-67 r)Ho em ~ J_
SHEET IOF 4
FRNno tos
SHEET a FLASHING bull
Ee ~ EXTRA PRESENT
bull
ST-211 STUD
~
r gt-0ltgt1
bull
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
-8 a GAVANIZEO LEAO SEAL
-
- FLAT SHEETS
I -ST-231 STUD
middot14
DRILL1 OI A HOLES IN FIELD FOR NAIL a DC BOTH RIBS ST-IOO coUMN
RISS 2 4 SHE ET METAL SCREWS 8 LEAD ST-280 - middot W$HERS aoc
SHEET7~OIA STOVE BOLT5 8 fl4 STRIP BUll(R a LEAO WASHERS 8 OC
LEAD WASHERS eoc 80TH SIDpoundS WITH MAST IC MASTIC AT JOINT~ ~ FASTEN STUO 10 CHI~(L WTH
SHEET METAL SCRpoundWS ----
SHEET METAL SCRE YfS ST- 55 1 CORRUGATED
- -- CORRUGATED SH ET
c- [)IA STOVE ea~r s 6 LEAO INSIDE OUTSIDE WASHERS TIiJ bullAT S E(T middot4SliEET ME TAL SCREWS
A SHEET METAL SCHEWS-ltICREST OF CORRUGATED ROOF ST-24NO LEAD WASHERS 8poundTWEEN
ErJ
1IAT[1-middot or OP[ N1O
-
-k_~ _
ST-450
L ST- II9-3
RIGS 12 ~0C SHEETS
5T -98 hi NAIL5 III LEADSECTION _SliERS amiddotoc
- ST- Z48 lOR 5T-241
bull
VI ST -zao -- 2 -ST-1230 11185 SECTION flU TTER CORRUGATpoundO SID OF CDR II S TRIP WITH lUSC
I middot14 SHEET METAL SCREWS FlLSKE HU lt
OIA X 1 10LTS 6 Omiddot TO _Qf OfOENING zr-shyST- 551 -- shy r_yenEltTRA ~~ ~
I-flltgtLJ II
-I-1-1 ~--- I -
l -IN
----
-
ST~1220_ shy shyST 72-3
51 114 SrgtUCE toM AT cu(T[fI1 L
5T - 724 FACE Of $IOE WALLST-1021 ---middot -_ ST- 55S
5T- IOOLAST- 83 ~OOR
l ST-IOO COLUMN
-i Ii ~shyf _t DETA1L 0 I li 51-1196
L ~- - ~~NT r D~OR SDETAIL JAMB 0_
DETAIL ~ IIICHES
-lUlI shyt III r I
n --1- ST-
-bull ------r-~ llT
I - Jt -- 1 - --$
ST12~Ot----2~ 6~R1BCalUWGATEO 5HEET --
fOlA X AN CHOR SOLTST-II 55S t~OCTr_N -- ---I~ rT -r CHANNELST -1196t
L - _ bullbull bull - ~ r~ISHEO FLODl LINE -- If~4~ -- bullbull ltbull _ -~ i1 1~ - 1 7t bullshy bull _ 00 _ ~ - -shy OIA)(lmiddotLAG ScMfr __ J I I I -1] -- I- II ~El(PANSIQIII StiilLO a 1 I II I shy I 3-
WASHER I ljJ 1 1 j ~ -pound J_~~_~ - bull I J GRAOE j
SLO T
L pi middot middoti~ f 0-11- r I
fACE Of SIDEWALL ~ -1-_ (IF o I 2 5 5 6 12
DETAIL reg - I SECTION W II)( _LL INCHfS
AApound Of lOVE ~MI
Pfi(JNT~D I f us
AS SHOWN
STRAN STEEL DIVISION GlUT lAKES SJEIl COIPOIAlION
DmlOIf MIOeGAN
0_ -shyAST-67
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
----
--
3 - 8 3i - MUST Sf CUT4-0 middot TO HE n RIB - i ACCURATELY
~~
wbull
I 4- 0 2-0middot
--~bull-
OF SPLICE- t --- --
bull ~ 6RIS 6-91 LONG 5T-145O
~ I w -- 6
~Z I J gtIwCI
)1 1z ~~ PUNCH3 [)IA HOLES IN 80T~
FLANGES OF RIBS (SEE SECTIONS)
cIt=
L ST-1193
m -Ii
lit o middot I I~ ~ I ~ ~ w II) ~~
~ I r ~ - p 0
z 0
~ Iii
i~
ff bull 0
~
loa - - -----shy~tWORK THIS EN Oj AS SHOWN
-- ~I --- shy
- EXTRA RIB ST- )230
CHANNEL BRIDGING ST-1226 REWORKED I1S REWORKING IS NECESS~RY BECAUSE OF EX _T_~_~_B
- OF Rles t OF RIB
ST-1226j- NO14 SHEET META L SCREW
f13 lI shy f= shy PUNCH NEW 64 010 PUNCH NEW 64 DlA--- f II t MOVE CHANNEL BRIDGING DOWN ( ANa
HOLES IN RIB- PUNCH NEW HOLES IN RIB FOR FASTENING HOlES IN RIB
~ DETAIL ~ DETAIL EEVVo I 256 12PLAN VIEW OVER DOOR OPENING Wi= -- I INCHES ~~ - OF RIBS o
FEET
-ct -0 Cf I ~middot~9middot 4-0 4- 0 -0 L ~2 0 -1t_plusmn4l0~ Ji_2 _2 +2
r - r- r- - 1 2 PURLINS ST-590~f
-4f=
~~_L--I t OF R~ SL lI =J IIII 1shy__ Sf) shyST- 1226 5T- 1126 _ 5T-1226 ST-12G I II---- -m I If--shymI
l~ ~ II ~ 1I--fr- -11 Sl-r_ _ ---11 t 11-- - shy 3 I ~II II I~ fST-1 6 I ST-1226 ST 1226 ST-2Z6
eN L 2 ST i ~ (L ST~i 1 - f- I I - - ~ I I
I I - I I ST-I f6 5-11 I I 5-11 ST-I226 ~ 5- 11 I I 5 ~1I JTl HsectJ~6f --cF 1
_ ~ 1ft I 1ft deg1 ~ II-_ IN jt) I I CD z I I I _ ~ I II I I IX - 0 II I I II
ilt) I ~ I I 0 bull ~ I I ~ --+sT-d26 ~ I I ~ 7 ST-1226 ~ ST 1226 I ~ J I I ~ ST- IUS I
~ V) I I ~ 1 0 N VJ I 1ft ~ J ~ ~ ~ II t
bull)b
middot-
~ CIA HOLES PU~H
00 -tlQtsect
---------------------gtI I I [ 7 I I
~ - i 1 I ~ L 3 N I N~rr ST-gt ON ACgti SlOE -~ ~ ST EAC SlOE ~ a -+ OF yenS t 6~-aC -- Of RIBS 2- 6 10 c II j I
~tl r--- I I REMOVE THESE RIBS a PLACE I Ii ~ l -O~ - I AT SIDE Of D OPENING - - middot~ 4i- fiNISH fLOOR LINEbull i i I JI
ST-12201 - fLOOR -LiNE - pound 5T- 1220 ~ L-HIS CHANNEL 8fUOQING ST-1226 TO ~_- c THIS CHANNEL BRIDGING ST- IU6 TO J
BE REWORKED AS SHOWN OH THIS SHEET ASF67 BE REWORKED AS SHOWN ON nus SHEET
2- DEVELOPED VIEW Of RIBS 8 CHANNEL BRIDGING AROUND DOOR OPENINGS
0TYPE B BUILDING TYPE A BUILDING NOTE L ~ET __ ~==i
NOTEshyCHANNEL BftIDGING SHOWN DOTTEO IS THE CONDITION WHEN ODOR OPENING IS ON OPPOSITE SIDE PLACE FDA LOCATI ON OF CHANNEL BRIDGING
ST- 1226 SEE CROSS SECTION OFSAME NUMBER OF CHANNEL BRIDGING IN BOTH 4-0middot THE BUILDINGSPACES AD JACENT TO ~OOR OPENING AS SHOWPI
AS SHOWN
OF SPLICE
-~~EASUREO ON OUTSIOf OF RIB
middot-MEASURED ON INSIDE OF RIB
IPI fiELD
SECTION ~ ADDITIONAL PUNCHING REQU4RED TO PRESENT RIB ANC ElnRA RIB AT SIDE Of DOOR OPENING
STRAN STEEL DIVISION OREAT LAICES STEEL CQlPOlAtlOH
OniOlf MIMIOAN
fR1NTEl Igt U
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
Z middotI~ 1 r plusmn6 r- I
L1
- c u r OF F IN F IEl -
- -12 middot I - C -O r T
--1shy-- 10 - 0 1gt-1
OR L) IE D t1TTtNQ REQoD FQ ONE TRACK S Li r~O R T 5T shy oelcFi WHN [ AlOnD Ihi ~81T10~ AS SHOW II ELOW7 20 - 0 IIHEN ERECTED N PO11 0N AS SHOWN Bpound L O iN
rozR
eU1 OFF ( FIELD OUf OFF IN LLD
Pl l ~ -omiddot 10- 0 ~I 1 ~ - - I[ LD CUT TING RCOO r OR BOT CK SUPPOIT$
-I02~ He ERlt CTED eO SIO N SObull bull bull ELOW
5T-0 2~ CiT IN b_o AS I 8HOW~ 80~pound ABO VE -
ST -22~ G IZ Z ~ I
middot-5-middot124 rZm ST-IOr CUT IN f~_T~WNI ~OR CUT I ico AS SHOWN
ST-22
bull I z
-s T - 72 4
~ z z ~bullo
]2T - 72T
bull0
I ~ I
ST-IOOL E gl IST - IOO
R o E o 0 o
E g rST-IOOL
Ilsr -OO
I
1 1--5T - IOO
R~ST -IOOL
L_ OUTSIDE elEVATION
20-0middot G TO C OPE NING 20-0 C TO 0 OPENING----l l VWOOD IC___BY otHERS FOR DO OR OUTS IDE
J TRACI( ON LY ~
-==------=-== laquoZq TRAC K 6 DOORS INSIDE =-=lt-c ~~-= = if TRACK 8 DOORS OU~E -_~-lI~
PLAN SHOW ING ARRAN GEMENT WHERE TWO OR MORE DOORS ARE LOCATED ALONG SIDE OF EACH OTHER 20-Ou eC
j
MINIMUM BETWEEN DOORS ON OPPOSITE SlOES Of BUIL DING UNLESS PLACED OPPOSITE AS SHOWN AT LE FT OF SKETC7 SHOWING NECESSARY ALTERATIONS TO BEAM SUPPORTING TRACK
16 - Omiddot
DOOR
tiD
f(bull 1
l I bo
OOOR I I DOOR 1 DOOR
~ 20 middot 9 20- Q~ ~ _gp - omiddot 20 -O~ PLAN
SHOW ING HOW DOORS MAY BE PLACEO ON OPPOSITE SI DE OF BUILDING
a
1
-shy-- rshy TRACK B DOORS IIliSlOE
==-= gt0
lEVlSION~
10- ) -48
NONE
i)ES GIIITIO N
BILL Of MATE~ AI_
~ M~-~ IIlII Zmiddot DOOR A$S EoISIY COMPLL l[
I ST-tt 11(2010 ) lauo HOOIC~D BNCHOR B-Oi=-=T$=--1 6 ~T-17
I ST- 9 S
2 S1- 11 9 J
2 516 ~ X 1 6GA ~t ~I
258 11 I~ GA iTUD X ]14 L10
Ifzmiddot gt x IG-A r ~DER z ~ LG
I 1T-lo-oR ~[upoundC a~lLUWN fAr[ OnAILj
t O-lOoL W[LQ(D CO M1 15E( DnAll1
I oJ-lO~ J~I(~lo9I~II~lC-GIRDpound lCr-01fBIG I r- 51 Ozt -lik~~lIJW )( IGA OUHElf x l-o7ntLG
U STmiddotllJ l 11601 PLATE II Omiddot lmiddott-
I 2 51450 pound JC ICA CUED Jul - Iimiddot 71lv - ~O
I 2 IT-19 a~~middot)( ZIGA GALv nAT SHT x ~ I LG
a 51t21 ~middot A JJI~middotXJ G MAtE lil i llLG
l I fl-l3l 2~6~BG itu x 2- 4 111LG
J iTmiddotn Eo1 fl lt leGA t wo x 1-01 L G -~ _shy - 3 ST lIS 2~G eOaR GAl-V rLASHI NG -vIg 0gt
ST-I~~ SmiddotX 4 X26G A GAL FL AiH IIG ClfflV ED il1LG
2 ST-246 24 34X26GA GALli FLA t Hl lT 52 LG
2 ST-247 Z6X 26GA CiA LV ~ LA SIfEpoundT -48middot LG ~- --~-
2 ST-248 3aX26GA GAlV FLAT SHEET middot48 LG
I ST-2049 2258~ X2EiGA GALli BEN T SHEEt-773r4LG
I I stmiddotUlf 2~-9JC 6GA GALli BEN SHEET-17l-4middotLG
r-- ST-280 27 Vz~ X22GA CORR GALli SHEET - 8SH LG
~ 1 -5T-723 2ti-X2X314~)U4GA ANGLE PlA---E---3-61J2tGI
~---- --i~ 4 X 31] _~~LrCE PLATE X shy 41~ LG___
20 Sf~1 CORRUGATED STRIP - ZSLONG
r2~- - ASTI C
2et 5 TO WA SHERS FOR 12 010 SOLT
-
I 441 l I2middotD~ I ~~HINE BO~_~ SQ_~ ~_S__
~O f316OIAXII2RJi GAL STOVE BOLTS 8 SO NUS
3301 ST-1570 INO 14 O Egt~IU M PLATED SHEET WlJAL SCREWS
c~--=--+=CA~D~WA5H ER 5 12 )0 I D ~
~O ST-526 L EAD WASHERS 160 1 0 -501 16 cI COMMON NAILS GAL
1120 ST-525 GAL LEA_O_S_EA~ _ ~_~roLS-~~~-1 ~~ 212 FILSHIE_N~A==C=S__--____
_ ~1 314 rl aA HAl STUO 3- ~-middot~=~ ___ ~ 1l0 amp COMMON NA ILS
50I sT-2sl lEAD WASH ERS WITH 18 HOLES
f-shy
STRAN STEEL DIVISION OIAr lAKES STEn CQlIOIAnON
DmOlT MICHICAN
DOOR ASSEMSL Y
t2XI2 SLOING DOO~CURVED WALl
ARRANGDENT OF ~OJA_~ _ D99RS ~
H E B I Cgtlt HRM - ~ -shylt o 0 u AST-67 SHEET4 OF4
PINTFD IN U s
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
WELDED fRAME I1 ST- 1360
I~ ~
~
z H z~ 0 czo
SHEE T L APS CORR S li fEr OVER HEAD T INDOW
14 SHl [TIL SCR EW S a LEAD WASHERS --r
MASTIC BCTW[[tj IOOf SHEET S ~TA--
I shy STOVE BOLT wX W~T~ LEAD WA S HER _~
I -ST-no -- _ ~
~ COAT WITH MASTIC
v GUTT ST-
APPLY MA ST IC BEfOREl IN STAL1I NG SASH - - --lI
CORR SHEET AT JAMB - ~ UNOER t IITTJ1I 7
JAMB CLOSURE
CORA SHEE T AT R ~
COR RuGATtb STFIP- jiT-)51 CO1 WITH hlASf C
---ir -~
-- sect CcJ -~ED
1 I I
shy
~
~I- ~ --_ ltII ~-
c
~I
I ~--- I--------1
- ~8-
--~J
ST~7
5T-49
NOTE
SLOT SHE ET AT JAM 8 TI~ ~~ 0
t
LEAO SEAL NAI LS S OC
Z6 iII ~
Ir-e- 6 CURVED Al B
[
~
11 iUIAXu FtH STOVE BOLTS
WASHER AROUND BEFORE) AND SASH COAT 80TH SlOES WITH MASTIC
JAMB SECTION i o I 2 [ASrlaquo
- I JrEEf
_- 51-12 0 6 TYPE ft QlJ)G ~ -I
I~X I~IU(STOVE BOLT 80 LEAl) WA-SHER
SILL SECTION o shy __bull
fln IS 5HCJWIIi
STftpoundPS t x 2 -shy
SIEfT hlETAl IGIltCWS
BOlTs MV-~j6 _IM~ i4I1laquoTH iGUt I ~DIamp)( I) DmtNUT5
ST- ~251 IEAO SEAL UU1
no
STRAN STEEL DIVISION CA E1 uttu lUll cotfOlllA1lOM
DlTJIOA IIUttfIOAH
Ii ~4 SH1MtSci 6 (JAiol WASHERS AT
- --shy
bull
WINDOW ELEVATION WINDOW SECTION o ~ ~
~ 1( fpound t
DESCR IPTI ()N
FENESTRA SnEL SASH OR WITH HARDWARE 6 GLAZING 81 OTHE RS
fi T S IL L
G
cc111 bull
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
- -
fA5TD1 ~ULLlON TlffENER 91 - 1549 5T- 131 9 TO 6 CURVED RIB
WITH SHEET 104 ETAL IN~ALI linN FR9Cjf~~SCREW USING ST-1349 AS
$3 ~t I TEMPLA 1E FOR DRILLING IN P L~C IIiI tNGOW rw[ LS1- ~ol WI Tt4 RIB oCLOSUiRn fjiflllftl OONht(ltrO middottHo
POlITlON IlJoPLI l~ING Sf HwJ Q
FUIN 10 Ollf$ltIf fl E ~F filE INSTALL NEW ST-122
CHANNEL 8RIOOI~YI~=tEL B~~~~~~
bull WINDOW A5T-68 bull
o
gt ST-1226bull 11 1ST- L8 1shy bullo J A ILI B ClOSURE ST-310 15 CURVED RIBmiddot 6 CURVED RIB obull ~ WEt-DEn fRAME S t - Il60
bullo 4-0 4- 0 4-0 3 ~ 3 J- i6 OIA)C 4 R H STOVE BOLTS
-I~ to - WINDOW LOCATED WHERE CHANNEL BRIDGING INTERFERES
o 23 4 i I
fEET
STEEL SASH ST- IU6 STEEL SASHJi - ST -12 26 20 GA fLASH IN G ST middotI3lO -- I --~-r ~ASTIC AlL AROUND BEFORE
Ir~ x r R If IiALV Sl oVE
JI FRAME AND SASH REMOVE CHANNEL I t ~RIB a L EAD sti ERS 12 DCSEE DETAIL A
CHMINEL BRIDGINGST-~ Y tijis-SHEEX226 ORIDGING ST I~-~ _ I~-C~ t _~ ST-1226 ---J ~3 OIA HOLES liN r LASHING JAMB 13 - -- y- - +-- ~~ ~ CLOSURE 11 RB IN FIELD - - 16 __+ _j-4~r SASH OIMENSION WINOOW AST -68 WINDOW AST - 68 SOLDER GUTTERI ~- JOINT
ST- IU IS I WHEJ4 WINDOWS AR
~ i III_ ~ 14 SHEET METAL SCREWS COIl f SHEETS ~40 OCSoCHANN ~ f - AII ~ SECTIONo 9bullg ~ I~ _-- ~g~~O~~7~E ~ o 2
~ -~ 9 GUTTfR ST-3325T -1226- I~IDE FLANGE OF 5T-122amp DRILLR DIAHOLE
RIB WITH MULLI ON 64 ST-12Z6E INCHESIbull bullo IN CURVED RIB ~6CURVED RIB - - STIFFENER ST-I~ 6 CURVED RIBbull o NOTEIN FIELD 6CURVED 4- 0 I 4-0middot 4-0 ~
~I~ ---T- RIB o2I~i I SEE SHEET 1 FOR LIST OF_01middot -~ MATERIALS 8 NOTES FOR ORDERINGo bull I WINDOW LOCATED 4-0 OC bull SEPARATE PARTS- C~ __DETAIL 2 ALL DIMENSION SHOWN TO CHANNELlASTSamp ~ _oj59 2 1 4 8RIDGING fROM FLOOR ARE MEASURED ~-I 11 1I f of OI23456 lt --- It STEEL SASH
fEET ---O ~cmiddot~~~-----
ON OUTSIDE FLANGE OF 6 RIB STEELiSAr
OF AlB
--I ~
~ r 20 GA FLASHING ST-1350II FAS TEN CHANNEL FASTEN JAMB CLOSURE FASTEN ULON ~fASHNG T~ I I tf STOVE BOLTSBRIDGING ST -1226 S1-315 TO 6 CURVED RIBNNEL BRIDGINGSf-I Z26 1 5T-1226 i ~~l4 SILL WITH ~~x It- RH f-- (~ IlL LEAD WASHERS5T-1226 WITH ttl4 SHT MET WITH 4 SHEET
STOVE BOLTS a SCREWS IN THIS fLANGE METAL SCREWS USING LEAD WASHERS ------
ST-315 AS A TEMPLATEI ONLY ORILL a DIA SEEDETAIL_A 11 I FOR DRILLING 4 DIA HOLES _ 1 - CORRSHEETS
HOLE IN FIELD --- T 8J- 122~ ~THI SSHEET LSl t2a _ _ o 2 -v- - ST-1226 shy IN RIB INFIELD ------=--1 MULLION ELEVATION
INCHES- ~ Ii 1 Vo ~
STRAN STEEL DIVISIO N~ I WINDOW AST-68 I JAMS CLOSURE
GREAT LAKES STEEL CORPORATION51-315 ST-
I 6CURVEO RIB --~ DUIIOlT MICHIGANbullo M ~ IE 3 WINDOW ASSEMBLY~t 6 CURVEORIS middot ST- 1226] (jCURVEDRIB - I ---2 Ei~ - ~- ~ iSTEEbullo l 4 -0 middot I _Q 4-0 FOR LOCATION O~ CHANNEL _I -- - + --- BRIDGING ST-1226 SEE CROSS DETAIL ~~~ tot- RECOMMENDED WINDOW LOCATION SECTION OF THE BUILDING o I 2 3 4 5 6 - 12 o 10-1-48 C 0 SH IlL G Imiddotalll HRMo 2 1 ---- 3 ~ AST-68-----~tri - middot 11 -1MbullINC HES -iC- AS SHOWN SHEET 2 OF 2ltET
~R[TED IN OJ SA
bull
I-
WASHER
BOLTS
DRILL
C ~ST-
_ M = _
t]1_shyi
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
STElsect
51-1226I
5T-1226
STmiddot 1226
IST -1226
STmiddot1226 I ST-12 ST1226 __ NEW - STUO ~
ST-1226IsT-1226 -tshy 5T-1226 51-1226 1
JMOVE CHL BRIOGING OUT ) CF DO R OPENING TO HERE
ST-1226 I ~ 5T-1226
_~O
f--shy ~ll_ JtST- 220rl isect~ rIP FLOOR
_Llt Omiddot L middot-omiddot 1 ~ ~ ~ DE VELOPEO VIE W Of E~~Ml~G AROUND DOOR OPENING ON ONE
SIDE O~UJWilltG-o 2 ~- 8
NOTE)shyFOR LOCATION OF CHANNpoundL BRiOGING 5T -1226 SEE GROSS SECTION DRAWING OF THE BUILDING
~ sr-I2 ST-1226
sr-1226 ST-1226
5T-12261 ST-1226 ST-IU6 lST-1226
ST-I
I I ~
ST-1226 bull STmiddot1226 c-0shy 0
ST-1226 ioS ST-I226 S1-IUS
1~v CHL SRI GING OUT flz OF OR OPE G TO HERE
i~ RIBS 5T 1220 I ~ FIN fLOOR I - Omiddot 4- 0
DEVELOPED VIEW OF FRAMI NG AROU~iti DOQR QPENING ON OPPOSITE SIDE OF BUI LDING
~
25 X14 GAshyR
~- r- X 10 6A C(JIIpttiP IT-tO 9I PVNcH bull DIA
HOlES IriI III ~CnNG 5T-1291 ~1lI t SHT MEt SCREWS IitCH CUP
- - bull EFT-lt$) L~SCRDIS a LEAD WASHERS
0 2 4 R-MASTIC BETWEEN FHT GUTTER BROor - 14 SCREWS III LEAD
-~-- J-- jU)(ampf E Tmiddot12H ON 0lITSlaquogtE FUNor OF STUD I
lJ STUD ST-t2IPO
SHEET 1t~tjr[ WASHERS IiOC
~ - -16 ~ -5 T-IZ rlALF STUD GUTTER 5T-332 shy - PUNCtIi J4OIA MOLES 1l1li h
2-I 5H1 -lET seRS EACH [H O shyNOTCH FLA~mES OF I ~ CORA SHEET 5T-457-i a 5T-457-2 H(AD BAR ST- 457
DETAIL ~
o~ U_~ i p INCtpoundS
~
St lt DE rA IL FOR C)
middotQAHfR CONN OF DOOR z ~ Rl it Ftllf iALF STUD CeHiII
N FIELD TO CLEAR GUTTER RIB FLAN([S - -- 8 LEAD SEAL NA ILS SOCt TO HEAD FRAME -
j~~
~
~ DOOR ASSEMBLY AST-31
~OTE OOOff Ma1 ST-451-1 OR
T 4S1middot2 ~~- SlUp~ 51-1221 CHL PI6nt Di8R I4DES ST-1289 ORT middotue a nRAP ST-1291 TO SE o-5SEWIILEo BIE FORE ERECTl O
T Slot or DOOR OPENING
~ gt bull bull~ g -~
11 W T TWO 100 LONG CORR
UTs Sl~ ) IN HALf AND us
HI OmiddotUoUL-III--l1 3- 6C00R ST- ~5
2 t~~middotlI~amp GA CUR ED FLASHING 2( l STmiddot 1138 - -
Ir~HANOLE JAIoI8 ST-451-1
BUTT JAMe 5T-4512
GAL LEAD SEAL HAILS Bmiddot OC
ELEVATION
~ e ~ebullbullbullo
15-~ c
1 IST-liil 11 i 3-4 ST457-1 3 - shy ST-I221 - _-~t~rJ 5Tmiddot1348
r ~ V
I bullF Oti~CRI ~AILS ~ shy 31( STUD 5T-1348 eo L EAD WA SHE SQ 8 ST4~7middot3
o obull ~ bullo o c
1_middotI 0 ~gshygt_e
c
t--- ~ S I ltZf 53
bull I J I (III ~ I$ I
gt IIP_- I II
~ i f I I sect I Ii U I ~ I I
5bullbullo
bull I ltIIshy I I
01 0 =zgt0_0 G
zbull J1I If N I ~
~4 SCREWS 80 LEAD WAS~ERS I
- I -shy
614 Gil AlB
bull bull o~
I ~~ -r-~1-
4x 26 GA FLASHING ST-1292 BEND IN FIELD AND FASTEN TO HEAD BAR ST473 WITH -14 SHEET METAL SCREWS 8 LEAD WASHERS
-26GA l1 4middotSHHT STmiddot1289 DETAIL ~ 012345 10
_ bull bull I
FIEL D DRILL ~IA HOLES IN FLANGE STmiddot451middot3-11
OF STmiddot ICse ST-12B9 h-shy t ODOR JAMBS 8 STUDS STmiddot 133 ___ FOR 5HT MET SCR 20 C
ST457-2 (OR 5T451-1)
INCHE - FASTEN ST-4571 (OR STshy
451-2) TO ST-457-3 WITH STmiddot13 WITH -14 SHT 101[1
SCREWS(DRILL 0140 HOLES USING
ST-I~ TEMPLATE)
~~ I ~~ i 11 ~ IL~ I- I It ~j) ST-1221
~~ - ~I~ fF~O(lR liN
+= ( - I f~2c DETAIL ~
o 3 4~ 10
- - =jIN CHES
-- 3r1S RIB
~~~fhl ~SlT 00 UBOLT
1- 3J bull 3middot l1-- 1-14 I 1Io~~
T -457-1 I
MAS TiC DOOR STmiddot~~- ~ -4SHH4ETSCR12 0C ST-12B9 I ~ IOmiddot - T711 _~4 5HT MET SCREWS
100 ~fOUNOlT NAiiTTIiDSH[~ MASJ J MUST NOT EXCEED 3
~ riIO c Ion AR OIJII4o RIB FlJNGE bull T-129
MA$n[ eE1wHN FlAHIHG SliT lt~~HER I OC
SECTION I q
~ ~
iV
jjQjPIECE ~ REO
81LL OF ~ATERIAL
DESCRIP110N
~ ASTiOOW PLETE OODR ASS
~ STmiddot 500 u~ l~cafQR SOlfmiddot t==wC=-=shyocc=-shy2 ~2-2 CH NNU L~rr ~6~4middot ~O-=6 G r STI348 STUDS 3 1 middot IGiII amp 7~B
2 ST- 1291 STRAPS IIOU D-6
I I I 5T-lIN ~HT5~H~n_~~=ltmiddot_______ IIlST=IZ89 leon SH EET 2fi1l 1-
4 CUR ED FLASHI4G 2 4 I 26GA 5sLG
GAL SHEET 42fjij 311 1 Y LG
sr332 IGALV GUTTER 26 aA l4 -4 51LG
IZ 1 GALLON I MASTlC
40 1 ST52~ GAL LEAD SEAL NAI LS
40 I ST-570 1 ~14 SHEET MET~~ SCREWS CAD PLATED
- ST-~ l ~ LEAD WASHER WitH 025 HOLE
i6
bull IS
STI226 6 ~4J I middot 16GA CHtNMl 4- -LG
ST-12 16GA HALF 5Thli 3 - 1il2 LG
FOUNDRY toiAIL LONG
ST-133 2~ x 16 CIA lO middot LONG
ST-526 15B LEA D 6sHpoundR WI TH D1 6 HOLE
STRAN STEEl DIVISION QI LUll urn COllJOlAl1Otfi
Dnton ~
DOaF ASSEMSIY 1AD KAL ~~9 OUT CHl ST-1220 TO fLASHING
N l ~ IOpound ~ ST5~ BUT TER WITH 40tA STIC - LINE AND BEND FLASHING ill~VE THIS ST- 1226
COWN 80 PUNCH OIA HOLE IN RIB 64
DETAIL ~ 5- 6 rioo SWING nl EL DOOR--shy +----f
IN aUIL DINQ$ _ttlTH__Ij~ ~~1I RIBBotH sIDpound AROUND ANOHOR BOLI
FlOOR PLAN q I
U
o I it - 4 - ii 10 10 - 1 - 4 - - II G- I - - H IIbull ~- -shy
~-IJ_
AST shy 69 AS 5HQ1I
~ 141 TU )l U ~
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
CORR ROOf SHEETmiddotshy ___~
6 CURVED R(e ____~
SEE
14 SHEET METAl SCREws 4~ o-~
YtlLL
middot 4 SHEET METAL SCREWS a LEAD WASHERS AT lAPS OF FLASHING 5 T-1410
5T-470
4 SHEET METAL SCRE WS WASHERS IZ ON CENTERS
O RR SlOE ~c SWEETS
~ r q CORR STRIP ST -5i1
~Jgt-- MAsnc
flaquorrE SLIGHT FOftWARO ~TlON OF 51-1361
EOGf OF FLASHING
CUffJED RIB
bull ~ Of RI8_
t OF RIB t OF RIB-t APfLY MASTIC TO 80TH SlDES - ENO OF ROOF SHEETLASHING TO ROOF SHEETS~ Of CORR STRIP ST-~IWITH StpoundET METAl SCMWSL~~~ BEfORE INSTALLING lEAD SEAL NAILS s (JoI CENTERS8lEAO WASHERS BETWEEN PUltiIN$ Ii
__--F--=
AL-+l
~
r~
LEA01NTpoundR
ABOUT I
MASTIC _COFi
~
6 CLmVEO RIB
-t
If EDGE (JF fiRST COR~ stEpoundT DOWN ON CENTERS
EDGE OF SHEET UP J fLASHING ST-II38 ~ ROOF SHEET SHEE~~ ClIRYtO FLASHlN(J ST-I~1 14 SHEET METAL SCREWS a LEAO8fIC) OOWN poundOGpound
COAR stpoundET TO WlSHERS SON CtNTERS6 CURIIpoundO RrB CLEAR FLASIiNG
EH) WALL CORR SHfETSQRoIEO FLASHtIG 5T-I3(7
_~_ 1t 14 ~ET METAl SCREWS ~_F~Y NAilS 8 LEAO WASHERSmiddot4 SHEET ME 8 ON CENTERS BE AAOIHO RIBa UAO WASHERS 8 CENTERSSCREWS 81 LEAlgt 6 CURVED RIB -shy
lllSHERS 8~ ~ --MASTIC BETWEEN
MASTlC BETWEEN ~-F~Y NMS a LEAO WASHERS SECTION ~ FOlJfrIlRY NAILS fl 1 1 ) 8 ON COlTERS SEND AROIM) RIB
MSMERS I ~ ON C BENO AROU~ RIB
~-1-
SECTION (JV SECTION
CURVED ~ f LASHING 5T-I361
80te DOWN 8 SCREW IN PLACE SEE DETAIL TtiS SHEET
SENtl BACK a BUTTER - shySOTH srOpounds WI TH MASTIC
~
-- CLlT AFTER I ON I
FLASHING IS IN PLACE BUILOING
a
CUTTING DIAGRAM BENDING DIAGRAM FOR FLASHING ST-1367 FOR FL ASHING ST-1367
v d1
I _ CUT 8 BEND UP a BUTTER middotIf BOTH WITHSIDES MASTIC 1k---26 GAX 26 CORR SHEElS
6U aoD--~ CORR END
CHAOEL FLASt1ING 51-1139
~ NAilS I Z ON CENTERS
5T-I367 SECTION ~ y
IIIVIoIOgtI~
STRAN STEel DIVISION GREAT LAXES STEfl COIPOI ATIONCUTTING e BENDING DI AGRAM
DETItO MlCHIO AoHFOR FL ASHING ST-1138 F L St4INQ INSTALL ATIQ N
flElO INSTALLTION AT E NO WlL L DETAIL OF FLASHING AT CURVED e PIIO $ICE OF BUIDI NGC-wHORIZONTAL ROOF SHEETS AT END WALL o I 2 3 4 i-~-___12
l000i t
- 1101)pound I 1-- f 8 l oev~ H R 10-1-48 _ ~~l~ _ A5--T- 7 6
AS SHOWN
t~flEP I u
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
I
Jf+-i-NeHOR eOlTS
~- P~REO ~ONCREiTE _ __ _ _ _ _
a CONCRETE BlCOC I I -t NOT RECOMMNOEO OIA RE1NFORCIMG I ~~~~ HIGI-ER THAN STEEl--C---- shy f IIDtll REINFORCING STEEl-middot--+---
I If --1
Pij(REC (o-NCl=ltT E - - r- - -+---+ I -+ I g
~ L
~ -JL_ I I I 0
I I C
o rI ~ RPNFORC1NG STEEL I I ~ a jOIABARSI6OC _________ II I II d
lL I~Cll tf--t~NFOWNG ~EEL
0IA eARS 120C~ STD HOOK OHpound ~tmr1iJbrl1dbrrtiJj=t--ENOshy I TO HOOK QtoIE END o 8ENO FROM2~IILG8ARS + ~ II II
00 1 1 BEND FROM 3-3LGBARS t GRAOE FLOOR LINE (VARIABLE) A I I A GRADE I FLOOR LINE (VARIABLE) B
bull ~ I I - middotl ltI bull bull shyCONCRETE FLOOR 11 I I ~I I~ CONCRETE FLOOR OPTIONAL 1-- I I ~ OPTIONAL
1 I~ I LREINFORCING STEEL J_ ~ 1 Imiddot r OIA x 2 -0 BOC
~ 4 (IN EVERY OHlER CORE) ralshy bull 0 bullbull
bull POURED CONCRETEPOURED CONCRETE TObull -I TO 3 ABOIIE GRADE3ABDVE GRADE bull
bull bullF ~ 1 ~~~~
bull
bull bull ~I LxI
ALL CORES WITH REINFORCING FILLED ALL CORES WITH REINFORCING FILLEDLtmiddot j j WITH CONCRETE TO TOP OF WALL ~~N -r [ ~ j
~f
bo bull
SECTION B-B SECTI ON A-A WALL 2-5 ABOVE GRADE
WALL 3-1 ABOVE GRADE
GENERAL NOTESshyI CONCRETE SPECIFICATION - 2500 Les PER SQ INCH CONCRETE
I PORTLAND CEMENT 2~ SAND 5 AGGREGATESECTIONS THRU SIDE WALL TO 6 GALLONS OF WATER PEA SACI( OF CEMENT (AGGREGATE TO BE ICIA MAXIMUM)FOR VARIOUS HEIGHTS ABOVE GRADE
2 ASSUMED SOIL BEARING VALUE - 4000 Les PEA SQ FTEND WALLs TO SE SIMILAR EXCEPT FOR LOCATION OF ANCHOR BOLTS FOUNDATlON WALLS MUST BE POURED IN UNDISTURBED EARTH OR
SEE SfCTON THRU END WALL AT SLIDING DOOR ON SHEET 3 SUPPORTED LATERALLY BY WELL PUDOLED AND TAMPED BACKFILL 9 1 f 3 IF THE DIFFERENCE BETWEEN GRADE AND FLOOR LEVEL IS MORE
~E[T THAN 12 THE WALLS SHOULD BE INVESTIGATED mA INCREASED SCALE OF OETAILS HORIZONTAL THRUST DUE TO EARTH PRESSURE
4 MORTAR SPECIFICATION - I CEMENT Ii LIME 4 SAND
5lINE UP CORES OF BLOCKS AND POUR REINFORCED CORES IN A SINGLE CONTINUOUS OPERATION REINFORCING STEEL MUST BE
-lt~ ENTIRELY SURROUNDED WITH CONCRETE d--~--+ ~f -- rDIA BAR 6 UNREINFQRCED CORES NEED NOT BE fiLLED WITH CONCRETE
7 FOR ANCHOR BOLT LAYOUT SEE FOUNDATION PLANS
DETAIL OF STANDARD HOOK U VlloIC+oIS
STRAN STEEL DIVISIONFOR REINFORCING STEEL GREAT lAICU STEfl COkottATION
DITlOIIT MICHIGAN
FOUNDATION WALLS
FOR Q6 OR Q40 BUIOINGS CONCRETE BLOCK WALLS
om 10-1-48 10 0 H poundB 0 RLC AS T-770 AS NOTED OM ~ 0_ SH I OF 3
PRI T 1J J sA
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
--
IOF ANCHOR BOLTt OF UlCHOR BOLT
CO NC RE Tf shyI _____ P OURED -- I POURED CONCRpoundTE I _ gt
ltr~ - -T---t- shy ri- ~ -t---i---t-----r - shy_6 i OIA RfINFORC1Hi- i i DIA REINFORCING --- t--+--t--~-t----rr
--t----rt---rH Lshybull STEEL
I STEEL 11 II II IIIi+-+l~REINFORI4G STEEL _ _ I Iltl) REINfORCING STEEL
ltJ middotfOIA BARS 160C j r OIA BARS 16~ OC II I II I ~ I II I II bull 9TD HOOK ONE END~ STD HOOK ONE END
BEND FROM 4-9 I ~ BEND FRO -3 II JL ~ LON G BARS -- II II
LONG BARS ---~ --Icoooeplusmn5i-gt-+-lb+Y-b+T-Jb~ 3 FLOOR LINE IVARIABLE) II I II 0 bull II II II
FLOOR LIN ) IB~lE-1JL-lnJt==tplusmn~JL-il htB ~
t~b-Jt--tti=~( VARIMlE)~-I C~NCRETE fLOOA I -~- --shyI J- r II~ II II~ II --1GRADE
S OPTIONAL -- I = I - t8M I middotmiddot ) ~ I I ~~~LE fLO6if ~--middotrR~fNfORCING STEEL MAY 8E SPLICED AS -I
~ bull I SHOWN IN 4-5 tifGH--lt~ WALL 1 Lmiddot-omiddot--Lx AT 61 bull REINFOCING STEEL e IA BA - OC12
D s DIA X 2-6 AT 16M
POURED CONCRETE TO 3 T -JJ I OCABOVE GRADE ~ I
OURED CONCItETE TO 3 A80VE GRADEALL GORES ITfi REINFOR~iO llEEl
_shy-ALL CORES WITH REINFORCING STEELamOiJilfOObuou t~ONcm TO TOP OF mt+
SECTI ON middot8 - S shy j ~tJJm]J[J[([ml WALL 3-9 ABOVE GRADE
SECTION A Ast- t- or Alflt1O R BOLT WALL 4-5 ABOVE GRADEjqJ otA oe POUREO CONCRETE
111 ~ ~NC TEEL I ~ - -- i lilA BARS 16 OC ~ 1j----- r STD HOOK ONE END SECTIONS THRU SIDE WALL FOR
VARIOUS HEIGHTS ABOVE GR ADEi i - L ONG BA R$ ~~ BEND FROM -~~-~~~S=~~I~~B[~~I END WALLS T(I BE SIM ILAR EXCEPT fOR
LOCAT ION OF ANCHOR BO LT S SEE SECTION THRU ftlD W_lL loTjo~l L I IIt~Mll) r- 1-I+--i-+-J4-4 l11-i SLIDING DOOR ON SHEpound1 So
~lt 9 T eOGRnlt F~~ IJ II m T Q-r IONiU I tlIil-
SCALE Of o- fAlI1gt CONCRETE BLOCK WALLS ARE NOT RECOIIIIIIENOEO L FOR HIGHER THAN -j ABOVE ~JUOE
10 SEE GENERAL NOnS ON AST-77 SHEET I
POURED CONCRETE TO 3 ABOVE GRADE
~Iimiddot~
1
--
~ _
I bull I
shyALL COR WITH RINFOR CO KCI STEE( STRAN STEEL DIVISION
GlUt Lun tnlt cotJOllllnoM~ FILLED WITH ~ ontCl(lr 1iII1QtIII lDJ1]JOOf I shy
~~~TIO WA LLS fOR Q5 0 040 aUID1Nai
SE CTION C-C ~__~U WALL 3-1 AB OVE GR ADE
~~ ICI ~I- 4 HI 1~La A5T-77~- _ shy- AS IOWff SH It t a
PR ItDN tJ II
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
rE ANCH~ BOLTS 1=-1 I shy
if ~ilII VERTICAL STEEL
-OIA BAR Ut 0 C o
H9RZONTAL STEEL
~ iDlA_BARSIZOC - FLOOit LINE [ r- (AmBLE)
GRADE I ~ -~ f
~~ 1 1 CONC RIoU _ FLOOR
I t OPTI ON AL1
f ~I I FOU A tt I
~ ~
ABOV GRAOEJ 1shy1 ll-rr ~
~ Of AHCHOft BOLTS
or -~hl-t VJRTICAL STEEL
I ~~ (1 tOIA BARS laoc bullo- ~
t b I1IlOlltTmiddotL _ r i DI4 BAS- 12middot oc_
~I --L~ROOR LtNE
1ftADf ~ ithf~ 1 (VARIABLEn
I I
l J ~ r fr WA L LI THREE FEET- r l~ ABOYE GRADE
LG
~9 SECTIONS THRU
OF AHCHaI BOLTS
t9IlONTAL nm 101 Ss 11~ O C
b~~ lJtIIpound
~
of- I- ~
t I
(Rapound~~i~bull bull _ ~~
AHia
I
~ -~~
n~ ~ I YAA1011au l
WALL0 TWO FEET
ABOVE GRADE
SIDE WAL L
OF ANCHOR BOLTS
t shy I bull - 0
r-FLOOR lI Eo ~ ~ft I A8LE)G41ADE l
~ i WA LLUbull
ONE FOQTLlt
SOVE GRADE
H FOR VARIOUS HIIGHTS ABOVE GRADE
END WALLS TO BE SIMilAR EXCEPT FOR LOCATION Of ANCHOJ3 BOLTSshy
OF EP+OWALL STUD AND
----1 A~Hr BOLT
CORRUGATED END WALL SHEETS Iilll-LlOG DOOR
~
POURED CONCRETE OR middotCONCRETE BLOCI( WALL DOOR EXTE SION
Y OTHERS
~[rli FLOOR LINE t i~OE
U
NOTE I- a lo THIS SECTION APPLinmiddot ONLY TO Q40
t END WALLS Wpound IT IS OCSIRABLE
o bullz I ~ ~
bullbull0ise TO MOVE fLOOR LOWER THAN THE~l TOP Of CONCRETE OR BLOCK WAL LL3__ J ~
GENERAL NOTES
L CONCRETE SPECIFICATION-2500 Las PER sa INCH CONCRETE I PORTLAND CEMENT22 SAND 5COARSE AGGREGATE TO 6 GALLONS OFWATER PER SACK Of CEMENT
2 ASSUMED SOIL BEARING VALUE - 4000 LBS PER SQ FT fOUNDATION WALLS MUST BE POURED IN UNDISTURBED EARTH OR SUPPORTED LATERALLY BY PUDDLED AND TAMPED BACKFILL
3 WALLS SHOULD BE POURED IN A SINGLE CONTINUOUS OPERATION WITH NO HORIZONTAL JOINTS VERTICAL EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED ABOUT EVERY 30FT TO 40FT LENGTHWISE OF WALLS PREfERABLY NOT AT ARCH RIBS
-4 ALL HEEL SHOWN 15 TEMPERATURE REINFORCING ( NOT FURNISHED BY STRAN STEEL)
5 IF THE DIFFERENCE BETWEEN GRADE AND flOOR LEVEL IS MORE THAN 12 THE WALLS SHOULD 8E INVESTIGATED fOR INCREASED HORIZONTAL THRUST DUE TO EARTH PRESSURE
6 FOR ANCHOR BOLT L AYOUT SEE fOUNDATlON PLAN
SECTION THRU END ALL
WITH 14OX 136 HIGH SLIDING DOOR
o I fEET
_t )
SCALE OF DETAILS
IIlVoION5
10-1-48
AS NOTED
STRA N STEEL DIVISION G-UT LAKES SUEL COIOIlATION
Dmolt MICHIGAN
FOUNOATION WALLS OR 0 6 OR 040 BUILDINGS
POURED CONCRETE WALLS
_ HEB Im RLC -shy - shyAST 77(umiddoto c SH 3 Of
P R IT ~ D I~ U SA
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
JIIEWOftK bull IIfLOaAT[ S-T-1489 AS tHOw-1UT 0 TOP TO It-emiddot 1 L I
rr~ IT-I~ GUT IIIOM oor TO ff TH bull IlUUHCH IiOLtI
~i I rtt ~SpoundE IIDTf (OfIfIOSIT [ SID[ I
bull i
5T1middot ~~1
ST- 2T R
ILIO[ IACIC Oft OUT OfF AL L 1Hl[1I UN(UWCD TO 3 IAO(IIOM DOC R ltUIIt
51-b R I
ST-IO
5 1-[)67
n-nz
$T-40e
sgt-gtlt
6T-40
ST~l II SHl]
HM II IfB1 I ST~ -=-gt1
mul IIHlt
oIt
~middot-f
STshy 732L
ST-~
IiiHtJ
IiEHl
I INal 1
lUmiddotl4J
fAll
s r middot111amp7
ST-51
8l-4OI
frJ
frJ
_ ST-ll sa ST_ 2T L
ST-211
ST-20
r-~i J 4j J r~ o l~ V P1~ 4 middot-0middot 4-0shy ~ (~~---J I r ----- V4
SHEfTI [D
END WALL ELEVATION
L J en
Kl ==I
- ---ADO ~T ST-74- t DRILL tQu bull ATTACtf Willt IHEEl KTAL scts-~ [U)-I(mf llOU Of ~ I laquoLOiNG OPtIONAl)
cJ AE TO H
ELEVATION OF CORR UGATED SHEETS REM OVED
wrLD CHANN(l 10 STUO 1pound10 OR PUNCH HOlE$ IN CHAMrlEl ~Q1( 12shy ON CENTtR AND TTACH TO STUD WITH SHEET) MOAL SCREWS -
$T-1 489 (REWORKE D)
SHEET ME TA L SCREW S 80TH SI DES
t STU(l
OfTAIL W
o rEET
ST-744 shy2
FLoat LINE
~
krt 10-1- 4
Ie AS l MOWN
NOTE
RE O (OO T- DASH) LINES StfOW M(MIEIitS TO SE REWORKED Ollt RELOCATED IN II [LO TO MAKE DOOR OP(NrNG
IlL-I Of TEIU 1
0I9 CIPTIOIII
AS T- 0 X 11-40 SLIDING DOOR sKy
ST-amp4 10 CHANNEL t AT DOOR
2 I SH44-8 SID( CHNNEL t AT DOOR )
12 I ST-SI I CORAUGATpoundD STItIP
3 I S1-IlS I END WAll FLASHINlti
STRAN STEel DIVISION GIlA LUES SflU COIPOInoN
ornOlT MICHIGAN
DOOR INSTAllATION ~Omiddot X 13~ ~ SLtOiN-
FIELD INSTALLATION IN Q40 SOllD ND u _w A 1 L lcue LK ~~ -shylt~o_ 01 11shy ASTshy19
P~JNTFO I N U 5- bull
bull
bull
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
bull
-
-shy - (OIl ampr1ttT
f Dmiddot i R H roVE 80L1 HUTpound LpoundAO WA~IiERshy
ST n O
FRA Mf pound
t RH
~OI f STOVE BtI~T amp1 NUT
I ~U Wi Th ~STlC -1360 1 J I ~ ~ - T -jshy bull
STUOJI
bALlI OlaVpound 80LTS
d JrST- 3S0 J
Bd NAI~5T-311 - shy 0lt
-A~ l lI I J ~STHEAD SECTION ~ I-J ~ ~- r-- flll j wIiE
1111 c( 9 ullt ~ -IIlLlz
~ PoIASTIC FLASH ING 5T-1365
l iltt lw
~ ~H
ST - 551 CORRUG STRIP COAT BOLT SIDES
DRILL 1 OIA HOLES eEFORE INSTALll foj~ APPLY MASTIC BEshy
IN PlELb FOR ~OIA SASH FORE INSTALLATION
~ ItS BOLTS t LEAO 1OIA xl BOLTS
Iz0
a~W d q i5 ~-~~ ~~
5T-136(l
Co A~T)-1
COR RUG I-FFT
Will- ~ASTIC lt ~ ~w
ltIshyJ
PLUG END OF SILLS
PIECE OF ST- 551 Eo
3 3i6 010 x ~ RH STOVE
80LT amp LEA(l WASHER
WITI- A
MAST IC
----- ST-320
SILL SECTION COAT WITH MAST I C
o bull gt INCHES
FLAT STRIP
jU KEEPER BAR
STEEL SASfi
COR RUG STRIP
s
WASHERS 8-0 O C It LEAD ~ASHERS (IN VAlLEY OF CORRUGATIONS)
JAM B SECTION fi~- ~~ o I 2 ___ -C- __
INCHES
r ST - gt r ~ ~
r_413 bull - ~
~ ~
~ I
I ~ i~ I tpound(lI-4I--O- 1017 I reg J J k I
I 48 E6SAs~glt I
t1~JLlON SECTION ~
~ - -~ INCHES
rt
ST- 4 13 ST- 4 1) j
Cf
- -
W I ~ ~~
J
I -ELEVATION DETAIL OF
CORNER AT fiEAD sT4_ ishy I l 1 T- 413 ST-1365
SHEETS
ELEVATION DETAIL CORNER AT SILL
D 1 i 3 4 8--_ INCHES
STRIP
BAR
-t PLUG HOLE AT END OF SILL WITH A
PIECE Of CORR
STR IP Eo MA ST IC
L SASH
CORR SHE[ T TO UNDER S i l L
SilL
STR IP
PORT ION OF CORR GOES UNDER SILL
i T0 ~ OF ST UD
I ~ +_ + ~ bull -- -i I
- bullWJ I(
c AST bull 1
81 40 STUD CENTERS d
EXTERIOR ELEVATION OF SI NGLE WINQOW
MULLION ELEVAT IO~
BETWEEN WINDOW
lri SEOUElkE o
FEET
NO TES
bull= o FEET
Wti EN IN OOWS ARE 4 - 0 O C MULLION FLASfi lNG ST -1365 I S
REOU IRED TO 8E ORDERED SEPARATELY IN QUANTITIES OF ONE
L ESS THAN NUMBER Of WINDOWS 4 -00C
REDUCE TOTAL QUANTITY Of corm 5Tt Ifgt 5T -551 BY 4 FOR
EACH FL ASHING ST - 1365
2 ~ J
INSTAklATION INSTRUCTIONS I BOLT THE CHANNEL CLIPS ST -413 TO TH[ ANGLE JAMB S Of
THE ST EEL WINDOW FRAME USING TWO CLIPS AT EACH JAMS
SEE ELEVATIONS FCR POS I TION Of CLIPS
Z PLACE WINDOW FRAME I N POS I T ION BETWEEN THE STIIO S
WITIot TOP Of WINDOW S ILL AT DIMENSION SHOWN ON ERECTION
DRAWG toND NAIL THE CLIPS I NTO NAILING GROOVE OF THE
STUDS 3 APPLY MASTIC TO INSIDE OF WINDOW FRAME AND A PORTION
OF SASH FOR A CONTINUOUS LAP WIDTH OF ONE HALF I NCH
SO AS TO SEAL THE JOINT 8ETWEEN SASH AND fRAME
4 INSTALL STEEL SASH FROM INSIDE OF BUILDING 8Y 80LT ING
THE TWO KEEPER EARS ST-311 TO TfiE WINDOW fRAME
TO SECURE T HE SASH IN THE PROPER POSIT IO N I TWO
KEEPER BARS 5T-317 AT HEAD)
S INSERT THE FLAT STRIPS ST-320 OVER CORRUGAT ED
METAL SI-IEETS UNDER SILL CAULk WITH t4ASTIC AT EACH
END OF SILL INSERT SfVEN SOLTS THRU WINDOW SILL
AND CORRUGATEO SI-IEETS 6 AT JAMSS (EXCEPT MULL IO NS 1 DRILL f DIA HOLES THRU
COR~ SHEET CORRUGATED STRIP AND FRAME FOR m 010
X I t STOVE BOLT IS LEAD WASHER 8 O C (IN VALLpoundY OF
CORR SHEETS) AT TACH 4 KEEPER BARS ST-317 TO 4 OF
TIot[SE SOLTS OF [AC JAMB
1 IF WINDOWS OCCUR IN AOJOIN ING 4 -0middot SPACES BE T WEEN
STUOS THEN A METAL FLASH ING SHEET ST-1365 IS TO BE
BOLTEO T O THE ANGLE MEMBERS OF WINDOW FRAME AS
WELL AS AT SILL MEMBER SEE MULLIO N DETAIL
B APPLY CORRUGATED ME TAL SHEETS OVER flAT
STRIP 51 - 320 AT IotEAO OF WINOOW Eo BOLT TO HEAD
MEMBERS OF WINOOW FRAME APPLY MAST IC TO FACE
OF FL AT STRIP T OUCH ING FRAMES BEFORE INSTALLING
ltVI~ION~
Rt_ IECE MK 5154
OR ST-S~9
BI LL OF MATERIAL
DESCRIPTION
STEE[S1SR FENESTRA OR EOUACCOMshyHerE WITH HARCWARE amp GLAZING CLIPS GLASS B( OTHERS
wELDED FRA)jE NO I~ GA
4 151-4131 CHANNEL CLIPS NO 14 GA
10 ISTshy 3171 CRIMP kEEPER 8ARNO 12GA
4 IST-551 I CORRUG STRIP
I ST-3201 PLAIN ST RIP I ~ J LG
16 ~OIA bull 3t4 R H GAlV STOVE BOLTS r ~UTS
14 -isOIA J 112 RIot GAL STG IIOUS Eo NUTS
0 B d COMMON NAILS
26 ~ DIA LEAD WASHER WITHl8 DIA HOlE
14 MASTIC
STRAN STEel DIVISION GREAT LAKES STEU CORPORATION
onOIt fIIIICtIIO
WI NDOW ASSEMB(V - -s--x middot41Cji----sTEEL WINDOW ___ -
IN STRAIGHt WALLS
AST- 61
~
AI 10 - 1- 48 I ~~ R T I jL II AS SHOWN 0 - ltgt1 J_
shyF RINH J IN ) S
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
DvOR TSAC SUPPORTING
MENSE R l ~ middot i01A)( I BOLT 8 NU T
~ - shy WASHER AT ALL BRACKETS
EXCEPT 51 - 293 WHIGW HAS 5PLICf PL ATE fshy
oT-~ ~ -1 D~~T~~~__ 2-8 2- 8 bull bull - ZoOmiddot Z-O shy -0 middot tshy 2- 8
6 - 0 TRCK ST- I
- Sr- 264 TRACK-e - o LONG -----_-_--__4--~ J bull -l shy _ _ _---+shy ~ ___-+_ ___ --
5T-28 1 5T-286 51-286 5T-293 1 5T - 28 6 51-287 5T-l8 ST- 28 6 - ST -286
~
J rcent
I
-shy5T shy 297 TRUCK ST-2868 ST- 288 BRKTS ST-2e1 CENTE aR~T
J T - 293 SPLICE aRKT
1 00011 t- LEAF
IT CENTER LOOR SlOP
oeOR 1
9 furmiddot - ~9~ rMl C
COOR LE AF
ST ~ 129
DOOR LE AF
51-1296
ST 2 88
ACC WA SH[R eETwEEN TRACK51293 BRACKET
-ASSEMBLY
itl ST- 28 SUPPORT ANC
BRACKET BRACKET TO LINE UP TACK
DETAIL ~
1 I ) i=d--- TRACK
DETAIL
j
I-~-
01 2] ~ 5 10 -----==--shy 4 I ~ES
BILL OF IIIATT RIAL
I R~2JPlECpound MteJ DESCRIPTION
15t-1296 1000R LEAl
I 151-1297 100011 LE AF WIT TRAGAL
6 IST-286 I eRACKET
amp - shy 5- - 1i36 CENTER
l-- FLOOR ST OP
_L H 4yen~ 1--CH bullbull 0 ~~E~LSo~~LOro middotOA LAG
__ J~=~=~middot=imiddot=plusmnL----2 OIA X 4 L AG SCIU WS 10 rtDtl x LaG CREW
I bull ) I - ~ ~ )yenlII H EX PANSION SHIELC
bull I ~ 6 WA SI-tER
SECTION ~ 0shy shy 2middot 3 middot 4shy
SECTION ~ 9middot gt--- - 1shy shy 1
NOTE l OlA It 4 - L AG SCREWS WASHERS
LOCATE DOOR STOP ~2ST-I27~ f BEYOND -r ~ EXPANSION SHIELD - shy 5middotoi
ENO~ lt i 000
~_ J $shy jshy I I if 1 1 1-=2 ====It
(ST-1 278 -JL( DO OR IIlt OPEN C~_ Sl 11 96 SECTION ~ 4 POS ITrON liN LINE Omiddot I 2~ 1 ~
WITH DOOR JAMI)
(j) 1-~ regiiIirttu -shy z- 2 - 41
K _ S SHOWN
I I I ----------shy -1Itz OI A)( I LG SO HD WACI-t BOLTS a
I I INUTS
34 916~1~0----middot~0~ O-S~T=E=E-L--A-S-H--~--1
STRA N STEEL DIVI SION GRIA LAIt LS SUH COil PotA1ON
OITiOtT (10
DOOR A SSEMBLY 12Xlf SLIDING STEEL DOOR
__ SJofaG 1(- L K 00 000 _-_00 U_ AST-83
PRINTtO I N USA
bull
bull
bull
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
bull
VENTILATOR ASSEMBLY COMPLETE
-
STEP NO I
- 3I LG SMT MET SCREWS
--T-164 VENT
ST-768 ~ BRACKET
ST - 764 VENT
~__J STEP NO Z
SMT MET SCREWS AND INTERNAL TYPE LOCI( WASHER -
~ --=-~ ST- 767 SCREEN VENT
5T-768 BHACKET
ST-764 VE NT
STEP NO 3 IT ENOS OF IHT ST- 764 TOGETHER AND CLOSE SEAM ITH WOOD BLOCK AND HAMMER
ATTACH FIVE 8AAekETS ST-768 TO CLOSEO IIENT RING Sl-764 WITH 2 SHEET METAL SCREWS IN EACH
ATTACH ScREEN VENT ST-767 TO ASSEMBLY AS SHOWN IN [NLARGfO SECTION BELOW B Y PUSH I NG
( 1
SCRfw S
36 X 26GA
S1 15 31
I t OF AND
BLDG
I ~ _ 0_--
8RACKET AS SHOWN
CONE 5T-766
COLLAR 51-165
5lt --_iEIit ~
VEfTiLATOR
INfEItNAL pe L OCK WAS HIR
51-764 - SHT 111 0 SCRJW
VENT ST-167
ArTACH COLLAR 51 - 765 TO tISS EMBLY WITH 2 SCREWSIi EACH BRACkET
-SCREEN VENT ST 7
~tJfUIQIltU 9T- TII 8
1 LA r~~ ROX l
ST-1531
51011 (TA L SCREEN WITH LOCI( WASHER THRU SCREEN
- 5T-766 CONE
~ STEP NO4 CLOSE SEAM OF CONE ST- 166 WITH WOOD BLOCK AND HAMMER SIMILAR TO STEP NO1 ANO ATTACH TO ASS(M8Lf
SHEET
STRAN STEel DIVISION
_ _ OnlD4l MICHIGAN
~IA HOLES ~
J AT LA STIll COlOUTON
VE--- 20OIDNOi TOR
~I __L 5 l __- I - 3 ~ i --- ---- 00
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A
J Vf TILATOR
$T 144 fLASHING
- CUT CROWN SHEET TO DIMENSIONS SHOWN IfN TI LA TOft TO PROViOl THE OPE NING FOR
VENt iLATOR HIpoundN ATTACoH FLASHINS SHEET WITH COLLAR CIt fait OF CUT CROWN SHpoundETS
5Tmiddot 1464 FLASHING WTH LIAD UltL N LS bull 5TITCH LAPS REGULAR MANNER ITK
__ bull SHELT _TAL SCREWS AND LEAO - I -II WAIH(RS
CUT CNOWN SHEET TO OIMENSICNS SHOW TO NOVIOE THE OPEtrlhHG FOR VENTILATOR ~=~~==~~~~~~ KnlRlE IffSTALlING middotmiddot PPLIHS AHO CORR SHfiTSTHEN ATTACH FLAS HING $HEET WITH COLLAR ~ f ~aH RE NOT AFFECTED lilY o-~ ~ TOP Of CUT CROWH SHEETS WITM
I~ Jt LEAO SEAL ILS ~ OUUtO( gp IS ampDolflON OF VENTlLTOR HAVE BEEN OMITTEDt ~ STITCH LAPS IN REGUL R NNER WITH II1 [ET Au~ nAl SCitEWS AND LEAD WASHEItS otn1 f~ HOlLS1 OIMfljIUON DLJ-i STIC ALL JOINTS BEFORE INSTAlLIHI
1l1li I AOJ Ol I OR ON OUTSIDE aHI tlIltLtflJ ST-I
GLL1Ol-A HOLES AS DMNSI0NlD IN 2 A~ACE RtBS FOR ATUCHING fURUN$ ST- 1531
I -~
bull ftP-) o~~-shy~ 9 middotmiddot p -- ---shy --+
STRAN STEEL DIVISION GllAt lAKlS sr caIfOLlTIQII
nr-RINTI O I U a A