THIS DRAWING IS ONLY A SCHEMATIC
DIAGRAM OF THE
FRAMING. MANY FRAMING MEMBERS
ARE NOT SHOWN. SOME
EXAMPLES ARE AS FOLLOWS: (NOT
ALL INCLUSIVE EXAMPLE
LIST)
SOME RIM JOSTS ARE SHOWN BUT NOT
ALL.
CURVED AREAS DO NOT SHOW ALL
BLOCKING OR FRAMING
REQUIRED.
MOST BLOCKING AND BRIDGING IS
NOT SHOWN
THE TERMINATION AND EXACT LENGTH
OF EACH MEMBER
MUST BE VERIFIED WITH SPECIFIC
CONDITIONS IN THE
FIELD.
BLOCKING AND OR ADDITIONAL FLOOR
JOISTS FOR FIRST
FLOOR WALL SUPPORT ARE NOT
SHOWN.
ALL WORK TO COMPLY STRICTLY WITH
I-JOIST MANUFACTURES
RECOMMENDATIONS
COORDINATE PLACEMENT OF FLOOR
JOISTS THAT ARE NEAR THE
RIM JOIST AREA WITH THE
INSTALLATION OF INSULATION.
BLOCK SOLID WITHIN FLOOR FRAMING
BELOW POSTS.
ALL BEAMS TO BEAR ON WALLS BELOW
UNLESS OTHERWISE
NOTED.
CAREFULLY INSTALL I-JOISTS
TIGHTLY TO CONCRETE BLOCK
WALLS WHERE CONCRETE BLOCK RISES
ABOVE FLOOR JOISTS.
COMPLETELY GLUE ENDS OF ALL
JOISTS AT THIS ABBUTTMENT.
(LATERAL EARTH LOADS ARE
TRANSFERRED THROUGH THE FLOOR
JOISTS AND PLYWOOD SHEATHING)
GENERAL NOTES
1.
A
B
C
D
2.
E
3
4.
5.
6.
KEY
DENOTES GRIDLINE
GRIDLINES ARE CRITICAL)
(DIMENSIONS FROM THESE
RAFTERS
JOISTS AND
AND GIRDERS
FLUSH WD BEAMS
UNDER FRAMING
WOOD BEAMS
STEEL BEAMS
PLANS
NOT CALLED OUT ON THE FRAMING
CONCENTRATED LOADS AND ARE
ADDITIONAL STUDS ARE REQ.’D FOR
NOTE
JOIST HANGER SYMBOL
DWLD. TO FTG.
COUPLER. 2 - #4 VERT. REBAR
& THRD. ROD EXTENSION w/
USP PHD5 w/ 5/8" x 16" A. BOLT
INDICATES POST OR BEAM HOLDOWNS
*
POST/COLUMN SYMBOL
BEARING PLATE SYMBOL
�
#
INDICATES VERTICAL REBAR
WALL BELOW
TO FLOOR FRAMING OR
STRAPS AT WALL CORNERS
INDICATES 4 - USP MSTA24
Plan
Framing
Floor
Second
S 1.2
1Second Floor Framing Plan
" = 1’-0"41SCALE: s_fp200, a_fp100, r_fpgrid, r_fpsect
N
E
S
W
E
AT 2
Copyright Architects2TEA
E
2724 West 43rd St
Mpls. MN 55410
612 . 929 . 2800
Fax . 929 . 2820
Architects
Sheet Title
Drawing Title
Project Name
Printing D
ate:
7/31/2013
8:5
4:1
0 P
MPenta
ble:
99_
master co
mbo p
en.tbl
Sheet
Location:
T:\
00proj\
A_E\C
hriste
nson\0__
CA
D\IN
-P
RO
CESS\0_S
HEET\S1_02_SE
CO
ND F
LR F
RA
MIN
G P
LA
N.d
gn
$U
SE
RN
AM
E$
Printe
d B
y:
ChristensonResidence
4925 Thomas Ave So
Minneapolis, MN
55410
BID SET 07. 31. 13
5"
LV
L R
AFTE
R RIM
24"
LV
L
2 - 2
4"
LV
L H
EA
DE
R
POST
W 6 x 2
0
4 - 2x6
POST
2 - 14" LVL
NO
TC
H 1
4"
LV
L’s O
VE
R T
OP
POST
POST
2 - 2
4"
LV
L - F
LU
SH
POST
POST
ABO
VE
POST
ABO
VE
POST
ABO
VE
POST
ABO
VE
NOTES:
PSL PO
ST
"41
" x 5
415
@ 1
9.2 O.C.
w/ H
AN
GE
RS
24"
FLO
OR T
RU
SSES
PSL POST "4
1
" x 5
415
"4
1"
TO 9
87
11
TA
PE
R F
RO
M
CONTIN. 2 - 24" LVL RIM
2 - 2x10
2 - 24" LVL
GIRDER TRUSS
w/ HD 17112 HANGERS
14" LVL @ 19.2" O.C.
GIRDER TRUSS
GIRDER TRUSS
2 - 24" LVL RIM
3 - 2
4"
LV
L
" LVL RAFTER RIM417
FLUSH
BOTTOM
W12 x 22 -
CO
NT.
24" FLOOR TRUSSES @ 19.2" O.C. w/ HANGERS
24" FLOOR TRUSSES @ 19.2" O.C. w/ HANGERS
4 - 2x6
2 - 2
x8
GIR
DE
R O
R 2 - 2
4"
LV
L
POST2
- 2x4
AR
CHIT
EC
TU
RA
L G
RA
DE (24F - V
4)
" G
LU
LA
M - D
RO
PPE
D
21
" x 2
2
43
6
2 - 24" LVL RIM
LV
L’s
UPT
UR
NE
D
GIRDER TRUSS
2- 2
4"
LV
L
POST
2- 24" LVL RIM CANTILEVERED
" LV
L8
72 - 1
1
" LV
L8
72 - 1
1
" LV
L8
72 - 1
1
" LV
L8
72 - 1
1
TO
P F
LU
SH w/ H
D17112 H
AN
GE
RS
" LV
L
@ 1
9.2 O.C. -
87
11
TO
P F
LU
SH w/ H
D17112 H
AN
GE
RS
" LV
L
@ 1
9.2 O.C. -
87
11
" LV
L8
72 - 1
1
TO
P F
LU
SH w/ H
D17112 H
AN
GE
RS
" LV
L
@ 1
9.2 O.C. -
87
11
POST
ABO
VE
PSL PO
ST
"41
" x 5
415
16"
O.C.
w/ H
AN
GE
RS
2x8 - T
OP F
LU
SH
WDW
DOOR
" LVL
21
2- 5
POST
" LVL
21
2- 5
3- 2x4
POST
ABO
VE
ABO
VEPOST
PSL PO
ST
"41
" x 5
415
" LV
L T
OP-FLU
SH B
LO
CKS
41
2- 7
" LV
L H
EA
DE
R8
72- 1
1
1.
AT POSTS ABOVE.
BLOCK IN FLOOR TRUSS CAVITY
w/ 8d NAILS @ 4" O.C.
" PLYWOOD2
1ALL EXTERIOR WALLS MIN. 2.
3.
HANGERS
HD412
PLATES
AT BEAM TO WALL
2 - USP RT7A TIES
HANGERS
HD412
CONT.
CO
NT.
CO
NT.
CO
NT.
CO
NT. CONT.
SPACE
MECH. CHASE
MAINTAIN
w/ 6 - 16d NAILS BOTH ENDS AT LAPS.
CONT. 2 - 2x6 WALL TOP PLATE
TRUSSES TO BLOCKS @CHIMNEY.
-GLUE & NAIL SUBFLOOR &
FIRST 3 TRUSS SPACES.
FULL HEIGHT BLOCKS IN
350 PLF S.L.
250 PLF D.L.
ABOVE
BRG. WALL
HEIGHT POSTS -SEE DETAIL
CROSS BLOCKING TO FULL
" LVL87
2- 2x6 POSTS w/3- 11
TO CLG. BLOCKING
ATTACH POSTS
FLANGE TO POST
" x 6" LAGS @BTM.2
12-
FLANGE TO POST
" x 6" LAGS @BTM.2
12-
TO-WALL PLATES
TIES AT BEAM-
2 - USP RT7A
TO-WALL PLATES
TIES AT BEAM-
2 - USP RT7A
TOP & BOTTOM
w/ 2- USP MP3 CLIPS
FULL HGT. @STAIR
" x 7" PSL2
12- 3
CHASE SPACE
MAINTAIN MECH.
USP-PBS66
1-SIDED PLATE
UNDER 2x8 FRAMING
MECH CHASE
BELOW STRUCTURE
MECH. CHASE
ON BAY
CENTERED
JOIST SPACE
TOP OF STEEL
12" THICKNESS OVER
CANT. TRUSSES @
POST
ABO
VE
POST
" PS
L
21
" x 9
415
POST
" PS
L
21
" x 9
415 PO
ST
" PS
L
21
" x 9
415
*SEE SOUTH ELEV. FOR ADD’L STRUCT. DETAILS
SW2 BELOW SW2 BELOWSW2 BELOW
" LV
L
215
" x
43
1- 1" LV
L
215
" x43
1- 1
USP HD416IF HGR.
*
*
POST TO BEAM
STRAPS EACH AT
2- USP LFTA6
SW
TOP & BOTTOM w/ 8-16d NAILS PER FT.
USP PHD5 HOLDOWN. ATTACH WALL PLATES
BELOW w/ 4 - USP MSTA24 STRAPS EACH OR
O.C. ATTACH END POSTS TO FRAMING
PLYWOOD BOTH FACES w/ 8d NAILS @ 4"
" 2
1ALL INTERIOR SHEAR WALLS MIN.
SW
2
GIR
DE
R T
RU
SS
GIR
DE
R T
RU
SS
CHORDS = 7400 LBS.
GIRDER AT TOP & BTM.
AXIAL WIND LOAD ON
*
*
*
*
THD610
USP
UP TRUSSES
RUN PLYWD
GIR
DE
R T
RU
SS - A
LIG
N w/ F
AC
E O
F W
ALL
CO
NT.
" LVL’s - TOP FLUSH873 - 11
THD610
USP
*
SW
2
FA
CE O
F W
ALL
-A
LIG
N W
ITH
" LV
L8
73- 1
1
WELDED WEB STIFFS, BOTH FACES
" FULL HEIGHT16
3-PROVIDE
WELDED TO BEAM
" TOP PL. BOLTED OR2
1w/
" COLUMN83HSS 3 x 3 x
-BEAR 2- 24" LVL 2" ONTO TOP PL.
-BEAR 3- 24" LVL 6" ONTO TOP PL.
" x 6" LAGS21w/ 4-
LAG-BOLTED TO BEAM BOTTOMS
" x 8" WELDED TOP PL.41w/ 1" x 5
" COLUMN83HSS 3 x 3 x
CANTED
2x8 RAFTERS @ 24"
OR EQUAL
HANGER
USP HD412
FRAMING IN NON-DUCT AREAS
RUN PLYWOOD ONTO FLOOR
*
SW
2
SW2
SW
2
*
*
SW
2
HD48 HGR.
3 - 2
x6
POST3
- 2x6
POST
BRG. WALL ABOVE
24" FLOOR TRUSSES @ 19.2" O.C. w/ HANGERS
RECESSED CANS
DIM’S FOR
4800 lbs S.L.
2400 lbs D.L.
*
SW
2ABOVE
FLOOR
BALCONY
LINE OF
2 - 2
x8 T
OP-FLU
SH
POST ABOVE
GIRDER TRUSS
GIRDER TRUSS
GIRDER TRUSS
GIRDER TRUSS
POST ABOVE 500# D.L. +1000# L.L.
POST ABOVE 500# D.L. +1000# L.L.
400# L.L.
200# D.L.
POST ABOVE
800# L.L.
400# D.L.
POSTS ABOVE
POST ABOVE 2400# D.L. 4800# L.L.
BRG WALLS ABOVE 180 PLF D.L. 210 PLF L.L.
POST ABOVE 200# D.L. + 400# L.L.
STRAPS ACROSS TRUSSES
3- USP LSTA24 HORIZ.
(2 - LOCATIONS)
BLOCKS AND SOLID CMU
AT CHIMNEY TO
HORIZ. STRAPS
2 -SIMPSON MSTAM36
GIRDER TRUSS
GIRDER TRUSS
400 PLF S.L.
300 PLF D.L.
ABOVE
BRG. WALL
4- 2
x6
SW
2
2- MP9 CLIPS
BRG. WALL 260 PLF D.L. + 320 PLF S.L.
CENTER ON WEST WDW GROUP
2- MP9 CLIPS
POST. PLACE CAP AT INSIDE FACE OF BEAM.
2- USP MP3 CLIPS AT UNDERSIDE OF BEAM TO
" LVL PSL POST w/ USP PBES44 CAP + 87" x 112
13
CO
NT.
##
# #
OUTSIDE FACE OF WALL ABOVE
" LVL8711
" LVL8711
2x10 L
ED
GE
R
5"
LV
L R
AFTE
R RIM
" LVL RAFTER RIM417
" LVL RAFTER RIM417
" LVL RAFTER RIM417 " LVL RAFTER RIM4
17
" LV
L R
AFTE
R RIM
41
7
" LV
L R
AFTE
R RIM
41
7
2x12 @24" O.C.
2x6’s SISTERED
-VFY. CLEARANCES
FIREPLACE FLUE
-SEE DET. 2/A4.5
ROOF @ 16" O.C.
2x6 EAVE FRAMING AT LOW
-SEE DET. 2/A4.5
ROOF @ 16" O.C.
2x6 EAVE FRAMING AT LOW
2200# L.L.
1000# D.L.+
POST ABOVE
CO
NT.
CO
NT.
CO
NT.
CO
NT.
#
USP HD414IF HGR.
4- 2
x6
AT LVL & MP5 CLIPS AT PLATES.
1- 14" LVL, USP MP9 CLIPS TO POSTS
1- 2x6 PLATE TOP & BOTTOM w/
BETWEEN UPPER & LOWER WDWS:
PSL POST
" 41
" x 9
215
+ 1600# S.L.
1200# D.L.
POST A
BOVE
+ 1600# S.L.
1200# D.L.
POST A
BOVE
w/ 2 - USP MP3 CLIPS EA.
ATTACH TO WALL PLATE
GLUE & NAIL SUBFLOOR.
THIS ENTIRE SIDE WALL.
FIRST 2 SPACES AT 4’-0" O.C.
FULL HEIGHT BLOCKS IN
CLIPS EA. (TYPICAL)
ATTACH w/ 2 -USP MP5
TAILS & BEAR ON PLATES.
BIRDSMOUTH CUT RAFTER
E
D
C
B
AA
B
C
D
D
1
1 2
2
3
3
4
4
5
5
6
6
7
7
77’-4"
POINT
WORKING
A4.1
1
A2.3
1
A2.2
1
A2.1
2
A3.1
1
A3.2
1
A2.1
1
A3.1
1
A3.2
1
A3.3
1
bs_e100 bs_e500
bs_s100bs_s100
bs_n100 bs_n100
4’-0"21’-0""8711’-1"8
111’-1024’-4"5’-0"
8’-0"
8’-0"
"8
74’-5
"8
19’-6
30’-0"
A3.3
2
bs_e500
A3.1
1
A3.2
1
bs_s100
bs_n100
A4.1
1
A3.3
1
bs_e100 bs_e500
A3.1
1
A3.2
1
bs_s100
bs_n100
A3.3
2
bs_e500
A4.2
3
A4.2
1
A4.2
4
Q
bs_e500
A3.3
1
bs_e550
A4.3
4
A4.2
1
B
L
A
A
A
A
P1 P2
C
B
L
L
M
BMM
N
B
L
L
5 F
T. A
LLO
WA
BLE B
AY W
DW. P
ROJ.
3 F
T. A
LLO
WA
BLE R
OO
F O
VER
HA
NG
