HomeMy WebLinkAbout4110S501.pdf CAP PLATE
CONT. DBL. 2x6
PROVIDE CONT. 5 1/4"
DEEP SOLID BLOCKING
TIGHT BETWEEN
TRUSS BEARING
ELEV. T/STUD
(SEE ARCH. DWGS.)
5/8" ROOF SHEATHING
2x6 ROOF KICKER
@ 16" O.C.
3/4" ROOF SHEATHING
2x8 WOOD BLOCKING
CONT. 2x6 SILL 2x6 WOOD STUDS
@ 16" O.C.
5/8" WALL
CONT. 2x6
(SEE PLAN)
C WALLL
SHEATHING
PSL BEAM
ELEV. TRUSS BRG.
(SEE PLAN)
CONT. 7/16" OSB
SHEATHING
(SEE PLAN)
@ 16" O.C.
STORE FRONT
CONSTRUCTION
(SEE ARCH. DWGS.)
W/ (3) 3/8" DIA. LAG SCREWS @ 48" O.C.
BETWEEN TRUSS BEARING POINTS
2x8 CONT. WOOD BLOCKING
2x6 WOOD STUDS
(SEE PLAN)
2x8 WOOD LEDGER
ATTACH TO EACH LOAD
TRANSFER BLOCK W/
(4) 16d NAILS
2x4 LOAD TRANSFER BLOCK
(REFER TO TRUSS SHOP
DWGS. FOR ADDITIONAL
INFORMATION)
4" MASONRY VENEER
(SEE ARCH. DWGS.)
S501
1
3/4" = 1'-0"
SECTION
S501
2
3/4" = 1'-0"
SECTION
S501
5
3/4" = 1'-0"
SECTION
9"
S501
4
3/4" = 1'-0"
SECTION
2x6 WOOD
STUDS @ 16" O.C.
CONT. DBL. 2x6
TRUSS BRIDGING BY
TRUSS PROVIDER
2X4 STARTER STRUT
BY GC AND CONNECTION
HARDWARE BY TRUSS
(EXTEND TO WALL, TYP.)
PROVIDER
CONT. 2x6 SILL
2x6 WOOD STUDS
@ 16" O.C.
5/8" WALL
SHEATHING
CAP PLATE
2x8 WOOD
BLOCKING
ELEV. T/STUD
(SEE ARCH. DWGS.)
3/4" ROOF SHEATHING
OPEN WEB
WOOD TRUSSES
(SEE PLAN)
(SEE PLAN)
STORE FRONT
CONSTRUCTION
(SEE ARCH. DWGS.)
STEEL LINTEL
(SEE SCHEDULE)
WOOD HEADER
(SEE SCHEDULE)
41
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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
S501
CONT. 7/16" OSB
SHEATHING
LUMISHADE HANGER
ROD CANOPY
(BY CANOPY MNFR.)
TIE ROD
(BY CANOPY
1/2" DIA. BOLTS WITH 3" DIA. WASHERS
FLUSH WITH FACE OF TIMBER POST
(CONNECTION BY CANOPY MNFR.)
TIMBER POST
MNFR.)
C CLIP ANGLEL
2'-8"6"
COUNTERSINK CANOPY CONNECTIONS
6"
2'
-
2
"
C
E
Y
E
B
O
L
T
L
=108'-2"
ELEV. B/CANOPY
CONT. DBL. 2x6
TRUSS BRIDGING BY
TRUSS PROVIDER
4" MASONRY VENEER
(SEE ARCH. DWGS.)
(EXTEND TO WALL, TYP.)
7/16" EXTERIOR OSB
CONT. 2x6 SILL
2x6 WOOD STUDS
@ 16" O.C.
5/8" WALL
SHEATHING
CAP PLATE
2x8 WOOD
BLOCKING
ELEV. T/STUD
(SEE ARCH. DWGS.)
3/4" ROOF SHEATHING
OPEN WEB
WOOD TRUSSES
(SEE PLAN)
(SEE PLAN)
OPEN WEB WOOD TRUSS
S501
3
3/4" = 1'-0"
SECTION
4" MASONRY VENEER
(SEE ARCH. DWGS.)
7/16" EXTERIOR OSB
2x6 WOOD STUDS
@ 16" O.C.
5/8" WALL
SHEATHING
ELEV. T/STUD
(SEE ARCH. DWGS.)
OPEN WEB
WOOD TRUSSES
(SEE PLAN)
STEEL BEAM
(SEE PLAN)
3/4" CAP PLATE
HSS COLUMN
(SEE SCHEDULE)
ELEV. TRUSS BRG.
W/ (2) 3/4" DIA. A325 BOLTS
ELEV. T/LEDGER SLOPE
@ 32" O.C.
CONT. 2x8 WOOD LEDGER
TO MATCH ELEV. T/TRUSS
(SEE PLAN)
3/18/15
WALL CLADDING
2X4 WOOD STUDS
(SEE ARCH. DWGS.)
STEEL LINTEL
(SEE SCHEDULE)
C BLOCKINGL
5'-0"
CAP PLATE
CONT. 2x6
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
STORE FRONT
CONSTRUCTION
(SEE ARCH. DWGS.)
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.)
5/8" ROOF SHEATHING
2x6 ROOF KICKER
@ 16" O.C.
C WALLL C BLOCKINGL
5'-0"
CAP PLATE
CONT. DBL. 2x6
CONT. 2x6
CAP PLATE
CONT. DBL. 2x6
C WALLL
9"
5/8" ROOF SHEATHING
2x6 ROOF KICKER
@ 16" O.C.
2X4 STARTER STRUT
BY GC AND CONNECTION
HARDWARE BY TRUSS
PROVIDER
5/8" ROOF SHEATHING
2x6 ROOF KICKER
@ 16" O.C.
C WALLL C BLOCKINGL
5'-0"
CONT. 2x6
9"
5/8" WALL
SHEATHING