changes in temporary construction …...changes in temporary construction trailer placement please...
TRANSCRIPT
CHANGES IN TEMPORARY CONSTRUCTION TRAILER PLACEMENT
Please note that the placement of the construction trailers has been modified from the original plat provided with the Special Use Permit Application. These changes are being implemented to improve safety and operations in the Central Production Area storage area. The revised placement also optimizes space requirements to allow additional room for general storage.
PROPOSED SKINNER RIDGE CENTRAL COMPRESSION FACILITIES SECTION 36, T5S, R98W, 6TH PM
W 1/4 CORNER SECTION J6. T5S, R98W FOUND STONE W/POST
LEGAL DESCRIPTION:
NW 1/4- S.36 CIIE\'RON PROPERTY
CIIEYRON PROPERTY
I J
A PARCEL OF LAND SITUATE IN TRACTS 103 AND 104 LOCATEO IN THE NW 1/4- OF' SEC110N 36, TOWNSHIP 5 SOUTH, RANGE 98 WEST OF THE 6lll PRINCIPAL MERIDIAN. COUNTY Of GARFlELO, STATE Of COLORADO, lllE PERIMET£R BEING MORE PARTlaJLARLY DESCRIBED FOR AREA AS FOLLOWS:
I
COMIIIIENCING AT A F"OUND STONE IN PLACE ~ THE W 1/4 CORNER OF' SAID SECliON 36, 'MiENCE A FOUND 1924 GLO BRASS CAP IN PLACE FOR THE NORTHWEST CORNER OF SAID SECTION 36 BEARS NOD"04'39"W A DISTANCE Of 2643.38 FEET. WITH AU. BEARINGS CONTAINED HEREIN BEING R£lATI\'t THERETO: THENCE N16'38"57"E A DISTANCE OF' 21.3.19' FEET TO THE lRUE POINT OF 8EaNNING OF lllE PARCEL OESCRIB£0 HEREIN: THENCE N68'48'53"E A DISTANCE OF" 740.33 FEET; THENCE S25,1'~"E A DISTANCE OF 507.55 FEET; THENCE S55"02'39"W A DISTANCE or 687.02 fEET: THENCE NH'22'1TW A DISTANCE Of 722.56 TO THE POINT OF BEGINNING, CONTAINING 11.19 ACRES WORE OR LESS.
NOTES: 1) T11E PRC»>OSED SITE AS SHOWN AND DESCRIBED ABO~ IS NOT A BOUNDARY SUR~ AND NO ~ONUWEN"IS WERE SET. ~E PURf'OS£ OF THE ABOVE LEGAL DESCRIPTION WAS TO DESCRIBE THE PERIMETER AND AREA Yo\THIN CHE'IRON PROPERTY FOR THE PROPOSED SKINNER RIDGE CENTRAL COMPRESSION FA.CIUTY.
2) lHE CENTRAL FACIUTIES EQUIPMENT ARRANGEU[NT AS SHO~ ABOVE WAS PREPARED BY URS - WASHINGTI»> Ol\1SION PER PlAN PSSR-59836AVF-CIV-LAY-URS-()()()()0-00005-00, REV 0, DATED APRIL 22, 2008.
• ·~ ------GRAPHIC SCALE IN I'EtT ·--t!G,..,.
C::ONI>TRUCTION SU~YEY&, INC::. IZ>OI2 SUN~Ieli el.VO. !IlL. T CO 611652
SURVEYOR'S CERTIFICATE
PBSR-59888AVF-CIV-SRV-CSI-00000-00001-U02
100-;dJ ~zo HJJJ~s /~-/" ...---
~-
. ---
----/------·
---- -~--- --/ ------
~-
--
/ ~
----/
-- --~-/-_/ ___ _
--
/ /;
/ /'
I
--~-----------
'---....,--"""c====-xc - ; - X 1 f )x~. A,-"'·'""'-./ '.--<X // X ¢il »XX GA!4.llll ,.,. ----
' '
-----,\
• i r \
J I '-, \
/ / \ \
.. J /"
·~
---------
• .. "- ""--<.... \
. '-. .
• ... ·,
"",, =
··,,, '-~,
'··-~·\. ,.,
-; ~ ~~~~ACtUS ~It:
~ ! ~ ;; li
i ~ ;;
• • IX l ;
I
•• ~I(JIWG
CCIISHUIICII flfl Dt:IIOI • 1o~1.Mlol} ( ,_,,._yj_,,
CQNSIRUCT!QN LAYDOWN PAP !]10'x J~S'l
'"----TI-s , , I ,. m- n-!;! i ,i! ;; i ~ •
" . " ~ ~ ;;
i • . '
• • i li . .
- ~ i i i
r ~ I I • • • li • li • . . . ' ' ' .
...
-• i i i
I I r I • • • • • . . • . . ' ' •
/' / \ \ ' . \ / -. \ I \.
I /'' ' // -,~,\ /
/ I
'
I
I "'· I
I I
)
/ I
/ /
--·--~---
"""·---,_ ... ,_
/ ' i ~:)?t:./ - ~ ~ ~ ~~ -: _- : - .··. ~ .. --• -~-·· -~:/''·-·-
~ _. /---, I '•,
,<
---...... __
' I =-~-~----:·· -.-~ --- ·----·· -- •'" I I
/ ----..._ // II
-~· a:----· ..---t- - .... --= . .~- -- --F, -;./ -. ---- -
·-,_
I --., '• . --/
<
.........._ __ -----... -- ~~I CENTRAL fAC(t III pap
~ ' !
-----/_/_/_
1/-•
-
---....__ !_ "' ii ?,'~-:::.:.· :.: ~- :::·.: ·; ;' ''"', ~::: .- "-"' ;o)'.
•'-o<>·-<Ot ,v, c- ~c.> .>c "' C'•'
" Washington Group International 180<1 E. '-"''<n b •• - o..wor, to a~n~r- oJOll t•J-1000
• . .......... ., ......... ..
~
PICEANCE BASIN DEVELOPMENT CENTRAL PRODUCTION FACILITY PAD
CONSTRUCTION LAYOOWN G. A.
SKETCH 025 CPF-001
() '\. 0-.
\ ·~. \1 ~
. \'
\\ ' .. '
\\ . \ \~
' 1.
-z ·~
ffi ~ ,, I I . ;
' ' ' ' ' '
a ' ' ' ' I '
!II ' ' I
I 51
1ft L---·--·---~--·-------J --------------- -- - --- ~~----'
' I I !
i I I ' ' ' ' I ' I ' ' i ' I ' I
\
0 Washington
PROJECT TITLE
CALCULATION
SHEET
Shecl Nil.
Calc Hy
SUBJECT/FEATURE Of.f'!c& LA'f<>ur(C>os-t) . ;:r,e t/ ~Checked By
l ........... ~~--~ I D~IC
i
,.· I _,._
(Dl §
0 Q[g
_o_q ···~··· "??'&? ;
Ll
' I ,, '
Sheet No. 1 ============:.===== ====;;;==:=============================:======== BEN J. KRAKOWSKI, P. E. CONSULTING STRUCTURAL ENGINEER .. 13413 N. 101 st Way Scottsdale, Az. 85260 Phone: (480) 451 - 0587 ================= =============== ============ ===================:
~~JIONS FOR:
STD. 12' x 60' MODULAR OFFICE UNIT STATE OF COLORADO
PREPARED FOR : MOBILE MINI, INC., MARICOPA, AZ.
DESIGN CRI_1EfJIA:
2003 ' International Building Code
Roof Uve Load Roof Dead Load Floor Uve Load Floor Dead Load Wall Dead Load
Wind Load:-
= = = = =
40 psf (snow) ~ 10 psf 50 psf 10 psf
7 psf
Basic -Wind Speed, V 3s = 100 mph, lw = 1.0 ., Height & Exfi>osure Coeff. (0- 15', Exp. C) = 1.21 MWFRS Load = 15.9 psf {roof slope: 0 - 5 deg.) p = (15.9 psf)(1 .21){1 .0) = 19.2 psf (horiz.)
Seismic Load: Site Class D, Design Category D Ss < = 0.25, Fa = 1.6, le = 1.0, A = 6.5 S ms = Fa Ss = (1 .6}(0.25) = 0.40 S ds = 2/3 S ms = (2/3)(0.40) = 0.267 V (simplified) = 1.2 S ds W 1 A = 0.092 W
Allowable Soil Bearing Pressure = 1 ,000 psf
MATERIAL SPI;CIFICATIQN~
1. Foundation Pads - 3" thick precast concrete or min. 3/4" thick pressure- treated plywood* (marked PS 1). See Foundation Plan for pad sizes.
2. Support Piers - Adjustable steel jack stands, min. 4,000 lbs. capacity. 3. Tie- Down Anchors - Minute Man Model 4430- 0H 3/4 MMA- 6 (or equal} auger- type
anchors, min. holding power = 4, 725 lbs. Jf!stall per manufacturer's recommendations. --- - - -------·------------ ~ - -=== '!:::I::~ * P- T Plywood pads: min. 3/4" thick for 16" x 16"; min. 1 1/8" thick for 24" x 24".
,,, ____ _
12' x 60' UNIT: Sheet No. 1-============~========================================='=:=----
FOUNDATION PADS =============================================================
IJJ:'.l'J\?N _ QA TA :
Roof LL + DL = 50 psi Floor LL + Dl = 60 psi Exterior Wall DL = 7 psi Allow. Bearing Pressure = 1 ,000 psi
Spacing of Pads = Total LL + DL = Pad Area Req'd. = Area Provided =
2,50 ft O,C. 1,767 lbs.
1.77 sq. ft. 1.78 sq. ft ...... OK
Roof Trib. Width = Floor Trib, Width = Ext. Wall Height =
Type of Pad: Pad Width -Pad Length =
5.9167 ft. 5.9167 ft.
6.00 ft.
See Sheet No, 1 16.00 in, 16.00 in.
Therefore, Use: 16:__><__1"'' f'()undation _f>'!<ls @ 2'c:6" o_.c. (See Sheet No. 1), Below Adjustab_l<! Steel, Jack_ ~tJpp.orts.
l)\TERAL_FOf!CE ANCHORAGE:
Wind Load = 19.2 psi Seismic Load = 0.092 W Max. Wind (oad = 3,091 lbR <-- Governs Max. Seism. Load = 449 lbs. Anchor Type: MMA-6 Auger-Type Anchor C'!pacity > Max. Load .... OK
Roof + Floor DL = Building Width = Building Height -Anchor Spacing -Anchor Capacity -
20 psi 11.83 ft. 11.50 ft. 14,00 ft. o.c. 3,340 lbs.•
Therefore, Use: Mil'li!!.B_ Man Mgdf!!_ ¥30-DH 3/'! MM~-c_6__ Al!!!"!c-Tme Anchors {9r Equal) @_ H'_:c_O' o&, 5_- Each 81<!1> of Unit,
• Anchor capacity @ 45 deg. angle = (4, 725 lbs)(O, 707) = 3,340 lbs,
f·~-:-;
• ~ ~ '
I ' --f 2'-0''
t- / ' I
I I
--- ( ' 14'-0' ' I
' •
I •
14'-011
I I I I '
60' • I
• I I I
I ! 14'-0'
I
I I
I " I I ' ' ' i ' ' I 14'-0' i '
~- E ' i !
' '
I ' . •
2':..0' I [ ' I I i. • • '
Sheet No. 3 ·---CONSULTING''STRDC'FURiiCI;,NGINEER
11'-10"
7958' --·-. (95:5') ------·
J - ,,._, _____ ..... ---{
J ·-·-· ..... ---· (
C.L steel chassis beam
J --- -- -- .. -------- . [
J [
FOUNDATION PLAN ·~·-(NrS.)
·--------
1'-0" J-·,·1 \ >-----'>
• •
J-->--)
J
2'-6" o.c.
4 ~ 1 6" x 16" Foundation pads with
djustable steel support pier, typ. ee Sht. No. 1 for specifications
..
a s
u nit outline
A
f
uger-type tie-down earth anchors (10), see Sheet No. 1 or specifications.
J ' 2'-6" o.c. ' '
t1 • '
'-0"
STANDARD FACTORY-BUILT MODULAR BUILDINGS
!.THL OM.\~1$ Br>Ati-~
Al>J". STE-E-L Y\l.!l.---..
F<>v,..JI>A\I<>AJ MD, SLE: PllrrJ----..
lrJS1ll-V<.\IOI\JS --)>/
11£--l:>o'-~"' tcAnl-l. 1\.,V<-IIi>l'-, ',I' E. PLAt.>-·--,~,(-~
+I
TYPICAL FOUNDATION & TIE-DOWN DETAILS Scale: 3/4" = 1'-0" S-1
FIN ISH SCHEDULE
fLOOR
BASE WALLS
INTERIOR 1. 1/8' ~T.{IHRII-OUI)
;..1\1,.,~ ' """"
I. 1/4 WOODGRAIN PAHEUNG{IH~
COlOR; MCkENZIE SANDSTONE BIRCH
REMARKS
TRIM 1. PRE-FlHISHED WOODGRAIN lRJio('DiAU-0<11)
CEILING
CONSTRUCTION NOTES ~ :HASSIS
~
R IIMJIIWIC
IPIINU
I
• (
FLOOR lOR WALLS
)SEUP ll1ll' OF 1-11: ' IICIIT. Of TRUSS
SPRKLR SYSTEM
KIRTING
DOOR SCHEDULE
~ 30611 I 3/8" WOOD H.C. 20go. llll!lY 4"
HARDWARE GROUP NOTE DOOR HANOL£S TO BE HANDICAP ACCESSI!liL 1. PASSAGE LV(GRAD£ 2) SGL C'tl. OOOBOl..T
CLOSURE, DRIP CAP, l2) STD. (1) NRP HINGE, W£ATHERSTRIPPINO, THRtsHOLO, OOOR SWEEP. INClUDE lATCH OUAROS TO BE INSTALlED ON AU. RLC DOORS.
2. PASSAGE. HINGES, WAU. UNT'D DOOR STOP
2 2 3 38" X 82."
FINISH GROUP I. VINYL Woltlf.T£
INTUUOR COlOR : NllJTRAL ClAilWO (SW 1 130) EXTERIOR COLOR : N£U1'AAL CIIOWD (SW mo) JAMB COLOR : BAOIIZt
2.. PREANISHEO WOOO<lRAIN w/ W.TCHINO CASING
IYY\DS ~,.. .r.••vr. VC""C'
~~-v-J.-_1~·_·-•_'~"_~_~~-~------~' --------------'
SYM
<D
81
WINDOW SC HEDU LE SIZE WINDOW
TYPE 2~ x 53 5/16 ~ SLIOEF
HEADER HEIGHT 1 I 4" A.F.F.
FRAME GLASS QTY ROUGH OPENING REMARKS
BRONZE SING~tAZ 7 24 1/2" x 53 13/16" PHIWPS
MISCELLANEOUS 1. HOfUZONTAL ALUMINUM MINI BUNDS ( 1W ) ( 7 )
COlOR: fAWII 2. INT. WINDOW GlJ:"ROS w/ ONE WAY SECURIIY SCREWS
COI.OR: Bl..'.CK ISE!: CETAJL~
GENERAL NOTES -ARIZONA-
1. CODES: 2003 I.S.C. 11194 U.P.C. 2003 I.M.C. ~2 N.E.C. HANDICAP: ltJA
2.. OCCUPANCY OROU 3. CONSTRUCTION "M' -4. BUIIDIIIO SO. n. OCCUPmT LQIJl: ...J._
6. DESlCN I..OAI)S: ~ ROOF 1M • : -2JL_ PSf L ROor SNOW , . ~ PSF F'lOOft I.NE WW: ~PSF (1 PSF EXIIWAYS) WIND lOAD: UPH, £XPOSURt: C SEISMIC: ~ 1, SJ • 0.3 (5<1 • 0.73, Sd1 • 0.38)
ust CROIIP 1 O£SON Cl( 0
6. STANDAAO STR\ICTU AL I F-ES-15 7. BUILDIHO SHALL lit A MINI!oiiJIA or 10 ro;r TO
KNOWN OR ASS\JiaD PROPDITY UIIES AS PER LOCAL BUII..OlNC DEPAA1loiEN7 REQUIREJ.IEHTS.
8. If AN AOEQU.t.TE ~Mli£R OF' PL.Ut.IBINO FlXl\IRES ARE NOT PRCMllE.D wm!IN THIS BUIIDINO, AIIDmOIW. PUJI.tBINC: fiKT1JR£S MUST BE PRO'v'IDED IN AN NIJACfJ(f BUilDING ON 1HE SAME JOB SITE AS PER I..OCAL BUILDING DEPA/!1\lENT REQUIRDIENTS.
e. TltS PIAN W.Y BE Rf.VD'ISED AND/OR UMORED. 10. twlDrJP RIJ.IPS ll'lll. BE REQUIRED FOR IMIDRIO ACCESS. 11. S£E STRUCIUIW. P~KAG£ FOR .AU SIRUC'IURA!. STANIMROS
AND OETM.S.
SEE 524 STRUCIURAL PoiCKME fOR DESCRIPTION (SHfARWAIJ.. TAG TYP.)
S£E S24 Of STRUCTURAL P~KM£ FOR DESCRIPTION (HO'.!I 00¥1'!! t.t,(! TYP.)
STATE REQUIRED INFORMATION ON USE AND LOCATION OF FACTORY-BUILT BUILDING
1. r:...~~ C::Ff. loHO/OR -'--------
2. tXPtJ.H.t.noN or BUIIDINO USE.
N: ANY IIVILOINC FUNDED BY PUIIUG MONEYS (IE: STATE. 0: COUNTY( CITY, PU8UC SCHOOLS, Ell:.) MUST liE T: ACCESS Ill£ TO THE HAHOICAPP£0 IHCWSM: Of BUT £: UI.IITED TO RESTROOI.IS AND £HTRIES. PW.:S I.IUST 8£
STAIIPEO BY A STATE Of ARIZON4 UCDISED ARCHrrtCT OR ENOINEDt
GENERAL NOTES -UTAH-I. OOOES:
2003 1.8.C. 2003 I.P.C. 2003 LII.C. 2002 H.E.C. DIEIIGY: 2003 I.E.C.C. ~Wrole~P: ICC/ANSI AII7.L-aa
2. OCCIIP»>C'f GROVP: - --3. CONSIIIUCTJOM TYP£: ~ 4. BVIUXNC SO. n . ..1UL OCCUPmT I..OAD: _:z_ S. reslCN 1.01\DS:
ROOF 1M LDAO: ___2IL_ PSF ROOf SNOW LOAD----ilL- PSF Fl..OoR 1M lOAD: --AQ_PSF (100 PSF £XOWAYS) WIND lDAD:.J.IL.MPH, EXPOSIJR( C saslollC: s. - 1.78, s1 - o.e& (Sdo - 1.19. Sell - t.29)
8. ~ED DIERC'f CIJW.TE LOCAllON: !WT WE CITY ?. 8\JlDIHO SliAU. 8£ LOCATED A l.llNIWU\1 or 10 FEET TO
lOIOWN OR ASSUUED PROPERTY LINES AS PER l.OCAL 8\IIJ)INQ DEPARNENT REQUIRD.IENIS.
e. 'F N4 ADE®t.T£ NIMBER or PWioiBIHG fll(TIJRES ARE NOT fR!MOED WIIHIN THIS BUILOIHO, ADOmO+W. PlUMBING RXTURES IIUST BE PROVID£D IN AN NW.CENT BUILOIHO ON THE S~ JOB SITE 1S PER LO"A BUILDING D-:PAR11.1EIIT REDUIROiaiT$.
e. TliS PW. t.AAY BE R£\'tRS£0 AND/OR MIRRORED. 10. ~ RAMJ>S Wll BE REQUIRED FOR BUILOINO ACCtSS. 11. SEE STRUCTUIW. PACKAGt fOR AU. STRUC'IURAL ST ... ~OAAI>S
AN!) DETAAS. -
GENERAL NOlES -{COLORADO- J I . COOES: \..j / 2003 LB.C. 2003 I.P.C. -
2003 LII.C. 2002 N.~E.C. DIDICY: 2003 LE.C.C.
2. IWIDIW: r:t;;f~ .t.l\7,~-116 :..?' oet:AIPAHr:r OROUP: ---
3. CONSTRUCTlON TYP£: ~ 4. 8UII.DINO SO. fT • ...2.1.11.. OCCUPANT LOAD: _l_ 5. o-::sJcN I.MDS:
ROOF 1M I..OAD: _.1!1._ PSF ROOF SNOW Uli.D'~ PSF F\.OOR WE LO.II>: ~PSF (100 PSF EXIlYI.t.YS) WIND l.CW>:.J.IL.I.tPH. EXJ'OS\JIIt C SElSioiiC; So - 0.58, 51 - 0.13 (5<11> - 0.41. Sdl - 0.2)
II. ASSUWEO DIEJIOY CUW.TE LOCATION: OQMB ?. 8UIIDINQ SHAlL liE LOCATED .t. MIHIMUII Of 10 FEET TO
KIIOWN OR ASSUIIED PROPERTY UNES AS P<R l.OCAL BUIJliHQ DEPAR'TIIENI' REQUIRDIEHTS.
II. t' N4 ADEQUATE NUI.IBER or PLUWIIN<I F1X1VR£S ARE NOT PR<MOED WITHIN THIS BUI.DIHO, AIIOITIOIW. PWMBINC: (IX1'UR£S 11\JST BE PROVIDED IN AN ADJoiCfJlT 8Uil.DINO 011 THE SUit J08 SITE AS PER I.DCAI. BUILOINO OEPAR11.100 RtQIAIIDoiE!(TS.
II. THIS PIAN t.AAY 8E I!MRS£0 AND/011. I.IIRAOREO. 10. IW«llCAP IWIPS WIU. 8£ R(QI/IREO FOR IUILDINC ACCESS.
111. Stt ST1IUCTlJRAL PACKAG£ fOR AU. STRt.ICl\IAAI. STAHDAAOS 1.110 DEWI.S.
Cott-~m ~~ ~ f~r ~~ k WWL ~ C~v7 @
-::z:; 1b c., ;;;:;--fc, ~ M-C., +!""R:t c. A7tt ::r: ~.
z..)
3)
~ilk-=t=- (~ :J:;e-1~~ .
"P~ k ~'-iiU.l~
~\. c~,n~w.~ s t..lt' v\A.,~( p /i.. M LT.
APPROVEU SUBJECT TO NOTED
ctXCEPTIONS & INSPECTION!' GARFIELD COUNn"
BUILDING DEP ARTfd~ 'Atte(4"f ..()"(j By~
F1ELD COPY 110 '*'fC110N WmtOII
?ttlll ftAMI OM 1111 ol ~-~· - ' -
: J
ELECTRI CAL SCH EDULE SYMBOL Ot:SCRIPTION CLR Q1Y REMARKS
~ 1:1& ~ 1 PWSE 120/240~ 12S AU!' IAAI!I. 36" A.f.F. [!0 Of PAAU/EXT. SIIRF'~E N.B.S.
N/A 1
¢j Dlli'UX REca>TACl£ ~/. C(MR r"TE o 18" A.r.r. u.~.o. NO sRmO sPt:anm
MlRY II
:C}:lg OfCI DUPI.EX RCPT. W6 W~THER PROOF COYER PlATE I~ ~f.f. U.N.O. (NO BRANil SPEaRED
I-lORY 1
$ SINClf fOL! ~CH W6~PlATE :p~~J. U.ti.O. (N B I-lORY 2 042 A.f.f. IN R.l\. 'S ON\. Yl
$$ DB\. SINC}Yj f'Ol£ SWITCH ~ COYER ~ ~Ea~ft,·. U.N.O. ( IIORY I
l<lPH SlUBB£0 T C CA\olTY .. x a e tt"~hfNf · PlATE U.N.O.
N/A 3 ~FVI\IRE
ONE
Q] 6>1$•8 N!)l/l 3R J-BOX~I::~ 100"0 118 A.F.F. w~CONOUIT STUBBED TO CEIUNO
ED FOR FVI\IilE l.lET.tL 1 !HILT
([) l)Q)jQSTAJ 0 48" A.F.F. U.N.O. BIWID: WHIT£ !QlEIIS lf5G\V~ N/A I
'-i:1 2xH TUBE ~ FIXTURE. ~ ~j DIFfUSED, (NO BIWID N/A a
$ 1:= ~..mlk~M A.F.f. U.N.O. N/A 2 ~~~8t-HOO
MC!WAY IIC/NX
l .. hOTE·. I. AU. -- FOR O£W:ES - REDUJI£ A H!XIIIf Nt£ 11) IHE II'' CD/IQI UN[ Of DEVICf: UNUSS NOTm O!lfElMI£
SYI.I
2. All. OODaDit El.ll:T!II:.'I. D£I1CO TO II£--· J. ~ ~ PRIMCED NIO lllmWI> ON SITE Wf 01HERS.
HVAC SCHEDULE DESCRIPTION
) TO.~ ~ W/ 10 lor HEAT STRIP (FAD.)
W000. I ('W&-1110) BAR!) ONI.Y
~ 21"•1 • 0/>LV. Sl.l:fM: 12" LONG
(I) 24"112.4" l!£lii11N Nil OIIIUS •/ 10• c:ouM, 10• fU)C.
I f"JoTE:
STATE OF COLORADO DIVISION OF HOUSING
QTY
HIA )
6
I
JUN 2 7 2003
PlANS APPRtffa3.' - ~ .... :: ~
SU!J~CT TO FIEI.O INSPECTION .
.-I
' .-~
... 1'0 li 0 -• z 0
f' - ti~i 0
~ 1- I
RDi 0
w " tO
IIi~- · N -I t-0 ··-m 5fi! 1'0 I
0 ~ i 0 ~
I I ~ ~ - I
t ::E ~ 0.. a..
0(./)
< ·-1 \.._ - ::t> (f)-; <:::: orn -~
~- ---- zo "lJ ·':: 0 .,
-o ' -.>.: -nO
::0 :....;) ~ ~ 0
";;:.> c:~ ~";)
< U"l £!? ) > ZCI rn GJ O
0
~ v 11'-10~
~ fTl ()
I )> z () )> ,-\)
r )> z
...., 0 >< co
..., 01 )(
co
co
:!:: 0 0 c ,... .....
:E
MOBILE MINI 1t;l0 W. 3110 ST. Te.ft. liZ 85241
PH. (~~>a) 1104-1HS m (lOa) --.1111
~ .,.,
[; 5 0 :::0
t-. \J ~ . ~)> b Z •
~
!Jl I
-.J "'"';"
\0
1635 S. 43rd Ave. #300 PHOENIX, 1\Z 85009
PHONE: (602) 442-9296
,.,
PMI-0337 TO 0341 - 1260 (Dim 6/15/o.Q ~==~P~M~l-~M~M~-~1~2~6~0-=0~7~==================~(~ mm~
...,
0 ., ., () f1l ....,
_,.
----------
0 -o ,., z 0 ., ., 0 f1l
)> ::::0 fTl )>
0 ., ., 0 ,.,
@
....,
~[.>
e
Ol q I o,
(II
'!.
... '-! I
~ ~
Ill I
~
~
I -..s;.
I.IWIIHOAilm USES Nf£. PIICHBTED. lHESE I'IJIItS ARE AEQlAIIED TO 8£
SWP£1) f1r smucn-. EIIGIN£EII. R. - Slm£ p .£.
CUSTOMER SIGN OFF AREA D APPROVED WlTHOVT MODIFICATION D APROVED W1TH MODIFICATION
SIGNATURE: OATE:
111 1 f I I tzf
~ • • 1.1'.111!1.! COIDf!: NM!I.Il CftOUNO
, .. ~
Ill I J:'" I I() E ___ \ A.T . ... N ' /). '
\
ELEVATION '8'
FLOOR DECKING
FLOOR JOIST
Z-BAR DETAIL
ELEVATION 'c'
~= -IIOJ!lW. .. ""'"""'
ID ~
~ ~ ~~LlwtiWE ~ 1 1-::&":'... .... ....
. 2x8 ROOf RAFTERS :-~ :el ~ I . 0 - I T-GRID I
0 0, ix)
~
I j...
5/8' flOOR DECK INc ?Yil F =
Lt __
(eo
/l
~
Lfrr+OIU.~ S L~ll() S 1:~ f()O ~
A 13'-7 5/16" TOTAL SHIPPING HGT.
~ ~
I 0 ~
80111' ""'-""' IC!III1V
.. .......
W<11t IIUIE
~ ~ ~ ~· ~
S!~!E OF COLO!ifl.DO 0!\·t~ION OF HOUSING
I
ELEVATION 'D'
JUN 2 7 2005
~100ROVE~ • H t I l..)
...-
...-~
t: 1'1')
j 0
z 0 ,.....
- .-! 0 :::E I- I
;u2 0 f'.. tO w .~ N
_I .. ..,1!1 I'() ~ - 5~l! 1'1') I CD - ~ 0 ~ 0 I I ~
:::E I f :::E ~
a_ a.
BER
4
REFER TO FLOOR PLAN 'CONSTRUC'JnN NUTES' FOR ACTUAL MEMBER SIZE, GRADE, AND SPACING.
TIP Pllll(
' <><IN. !00 rLAI£ SPI!U!I RAliOGl
• " ~oor L..t..
~~- V)llU ,. ,. '-'lnEs 5~)0cl
t• \IlKS 6-lOd
w "'' Tl«r
~-~ 1011 '"" ·-~ INTO RIDGE BEAM
30 ?;f ooru. 7-ll)d
8-10~
a-100
lUIJER nr l[llOCR lD iAFI£1 ~A!" !IJI<!H t;· /lAili PEl 10"~<.. - ,HOE~ TU i[Mo
DF T ' AIL A.
:>1!1', lll', 01: Hill' JlU PLMDD ~A7£1 t~V.TH.ING Oil: UI.RP-HL.ID'!
""'DIIIIll!IVGCOI!I:J:Mit'o.<.rlDJII
DEEP CEE CHr\NNCL DEEP CHASSIS CROSSMEMBER Ml'llNRAILS
STATE OF c•" ·.:> DIVISION 0,' .. ···. :g
JUN 2 7 1UU5
APi i •VV D '-· -~~. -:-"lh-"
st:E SCI-IEDULE FIIR SFI\CI~ F"RDNT AND REAR CROSSMEM!IERS TO 1!E EIMR 12' 1-BEIIH DR 12' ~ 13 Uo. C[( CHIINNE:L W'ITH 1-1/2' FLANGES
POH LPLlrT STRAP SEE HOLDD\IN 7A11LE FOR SIZE AND FASTENING INFO
2'• BlllTDM
~-"'"' !lEAH SIJPP~T F'IJST 12 - 2'x~· HJ. 12 )(IN. m FLOOR PLAN FOR NUMBER
LOCATION)
UPLIFT STRAP SEE HDLD!IYN TABLE fll1 SIZE AND FASTENING
=;;;;f;;l.D~D~R;;;J~DI~I~TS~;;;;~~~~---DDUBLE 2'x RIM JOISTS
OUTRIGGER
~AJNRAIL
DE r PJL B
THE BELOW DETAILS ARE fOR REFEROICE ONLY OF A TEMPORARY INSTALLATION SYSTEM. ACTUAL INSTALLATION fOUNDATION DETAILS SHOULD BE DESIGNED BY A LICENSED ENGINEER AND APPROVED ElY THE LOCAL ENFORCEMENT AGENCY.
SINGLE PIER ON SINGLE. PAD
~() Pl£RS SHIIVN rmt CUIR.!T1'
SIDEwALL TIE DOwNS
----------~
4725 LBS. Rlt.TED STRAP NlD ANfJ.I"JR .........,_ '""""'I( , .. ,/till " ., " llml(t ......
""''"""'""'-
"--~,...,....... .. ... ,..,,.,.,.._,..,_ LD<J ....... ....,. .... ~,,.,..,,,.,.,.""""
------Ji'------- -
i;
E~mwALL
TTFDOwN~
' I ' ' ~ "I z ~ ' 0
~ ! 0 , c w
.~" ~z 3 I", ~-a "-r ""D< z .;~~ ..: ~It " --'. ~ :s ~ w n' ' Q - O>
' . i ' -I I ~ ~~ j.lj • a• ' ~ ' w w~
I 'lh > ~ z . '~ ~ "'0
~ "" 0 i i as.:~ I
' u
li·~ 00 J • !>h ~ z !L. 0
"'
~ n ..l • ;:l ~
0
Q ~~
0 ~§
~-~ .~ " ->< ·~ vi G5 . .... -~ z "" •
~ r
0 = c..
~1L£D AS P~R SHCAR\J'ALL TABLES
2'x RIM JOISTS
FL[]DR JOISTS
DETAIL C
FASCIA
ROOF DtCKING 2.'x RIM RAfTER
-D\Itlt RIM ltlnDI YID ~ -BlPf'£11 Til' PUll[ VI thUWIIi
ROOFING
SUSP~NDED CEILlNU
~ -llld AT 12:D.c!I' ... ,...EDW:......, 3 - IOdlNTO tACH STUD
INTERICl~ fiNISH
E"K SlliDS
DETAIL D
2 - llld AT l~'o.c. <II' "'fiR mru; >'liW
2'~ STUDS H.F.!I2
DETAIL
SUSPENDED CEIUtiG
----
GENt:RAL NOTES•
D ALL SI-I!JW'N NAILS ARE ASSUMED TQ EE BOX NAE ... S. 2) ALL LUMBER TO BE GRADE STAMPED BY AN APPROVED
GRADING AGENCY. 3l REFER TO FLOOR PLAN CONSTRUCTION NOTES FOR ALL
MEMBER SIZES AND GRADES.
SHEARIJALL TYPES
D IIIMVM.ID-1\<III'af!IIOfATW""' 0 ILl. D' liE aM: liiU 11C MIIMll TD II: D KM~.J; II :iflli' -1111. ~ lll'f II; !lSD 111S1M1G f-IG 1J11T IIW V1UU. ~m.arA-... -TDVDIH 11.\liiiiii'I,I'TDI
<l -.o IDJII' Rl 1<tm IAIJ! D' u TD ~ llti. KMVMl VDIH IF t'f', Sl ll([t KM \l.ua Mf II: .aD v.l!l SllAnDII IS "-"CD IJj IIIIH UI!S
IF = ,. rmDD '1111: WE.
c=: < 5 0 0 ~ ~ a:i 0
~----------------------------------------111~ FASTENING SCHEDULE
NUMBER ... CONNECTION TYPE NAIL TYP£ REQUIRED SPACING
RAFTER TO 1M RAnER 12d 3 RArTEJ!: L[]GER 12d 3 RIM RAf'TtR TO TDP PLATE IOcl TIF PLATE TO HIP PLATE IOcl TlJ> PLATE 1D STUD IOcl e BOTTOM PLA s IOcl 3 llDTT lo! PLATE Til f DIJ! IOd rLD!m ..1l!ST TO R1M ..!liST IDcl 3 R!U JECKIIC TO RAFUII!i: " I"LOIJI KCIUNii 111 JDISTS •• £11. SlliDIG TO SlimS '" ~ Mlii!MIIillll.l:M[JII(~
I!) AXI'VC SIIMi 1Jtmlm IIC 11£ NOON.!! ll£llU!IIO. ~IIIW. lll'lDI IF fM'ID£B ... II[ JltWJIID D..l'EYIDI[.
.!1,)6·=
a• g.c.
115' o.c.
"6'oiL~
·~-·~~ ~ ~
p...
n
0 Cl <(
"' 0 _J
0 u
"'I' ,_n.n ! J 05
~ X ~ ~ -~
5 ~
1----N 0 z
J ~
"' z 0 ro r 0 I , !?
"' ~ " r ~
=CN01 ONIM 3NOZ ~01~31X3
SIDEWALL LOAD: 400 PLF
CHASSIS MAINRAIL LOAD: 480 PLF
CHASSIS MAINRAIL LOAD: 480 PLF
SIDEWALL LOAD: 400 PLF
.:lld lO ~ :av01 ONIM 3NOZ
1635 S. 43rd Ave. 1.300 PHOENIX, AZ 8:5009
II
-co ;;>;:
" (f)
I I I I ~Oid31NI
s;: --; fTl ;o }>
' (f) fTl (f)
s: 0
' 0 }> 0
I
--
IJ
I 0
'