HomeMy WebLinkAbout4110S503.pdfS503
12
3/4" = 1'-0"
SECTION
S503
13
3/4" = 1'-0"
SECTION
TRUSS BRIDGING BY
TRUSS PROVIDER
OPEN WEB WOOD TRUSS
(SEE PLAN)
(EXTEND TO WALL, TYP.)
3/4" ROOF SHEATHING
COMPRESSOR BY
REFRIG. CONTRACTOR
HANGERS BY
REFRIG. CONTRACTOR
L5x3-1/2x1/4 (LLV) x 1'-0" LONG
FASTEN TO TRUSS W/ (2) 3/8" DIA.
LAG SCREWS EACH END
41
1
0
S
5
0
3
.
d
w
g
MA
R
C
H
1
7
,
2
0
1
5
4110
ISSUED FOR 50 %
ISSUED FOR REDLINE REVIEW
RECORD DRAWINGS
ISSUED FOR PERMIT
KICK OFF MEETING
FINAL APPROVED PLAN
ISSUED FOR BID
GETGO, LLC.
--
KAB
3550
THE BRIDGES
CARMEL, INDIANA
03/03/15
02/25/15
03/03/15
--
01/23/15
--
STRUCTURAL SECTIONS & DETAILS
03/03/15
TFB
S503
S503
11
3/4" = 1'-0"
SECTION
DOUBLE 2x8 NAILER
3/4" ROOF SHEATHING
STEEL BEAM
(SEE PLAN)
OPEN WEB
WOOD TRUSS
ELEV. TRUSS BRG.
FASTEN TO BEAM
W/ 1/2" DIA. A307 BOLTS
@ 24" O.C. (STAGGERED)
(SEE PLAN)
STEEL BEAM
(SEE PLAN)
3/4" CAP PLATE
HSS COLUMN
(SEE SCHEDULE)
(SEE PLAN)
1'-6"
3/18/15
OPEN WEB WOOD TRUSS
(SEE PLAN)
ELEV. T/ STUD
(SEE ARCH. DWGS.)
ELEV. TRUSS BRG.
3/4" ROOF SHEATHING
2x6 WOOD STUDS
@ 16" O.C.
W/ (3) 3/8" DIA. LAG SCREWS @ 48" O.C.
BETWEEN TRUSS BEARING POINTS
2x8 CONT. WOOD BLOCKING
CONT. 2x6 SILL
FASTEN TO SHEATHING
W/ (2) #12 x 0'-6" LONG
(SEE PLAN)
SCREWS AT EACH STUD
HEADER AT TOP OF WALL
PSL 5.25x9.25
WALL CLADDING
(SEE ARCH. DWGS.)
PSL BEAM
(SEE PLAN)
CONT. 7/16" OSB
SHEATHING
2x6 WOOD STUDS
@ 16" O.C.
2x4 WOOD STUDS
(SEE ARCH. DWGS.)
SIMPSON CCO4.62
COLUMN CAP
S503
14
3/4" = 1'-0"
SECTION
STEEL COLUMN
(SEE SCHEDULE)
5/8" WALL SHEATHING
NOT
USED