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<br />TRUSS MANUF. TO PROVIDE
<br />TRUSS MANUF. TO PROVIDE VER
<br />ROOF SHEATHING & SLOPE %
<br />ROOF SHEATHING & SLOPE !
<br />VERT. MEMBER OVER BEARING
<br />MEMBER OVER BEARING POINT,
<br />C
<br />FASTENERS PER PLAN, TYP. �—
<br />FASTENERS PER PLAN, TYP. 7—
<br />POINT, TYP. (U.N.O.)
<br />TYP. (U.N.O.)
<br />'-'
<br />C
<br />STRAP PER PLAN, TYP.
<br />STRAP PER PLAN, TYP.
<br />t
<br />3
<br />NAIL @ 6" O.C. w/
<br />6d COMMON NAILS
<br />NAIL @ 6" O.C. w/ /
<br />6d COMMON NAILS
<br />TRUSS BRG.
<br />SEE PLAN
<br />TRUSS BRG.
<br />SEE PLAN
<br />v
<br />U
<br />ro
<br />TRUSS BRG. \J
<br />i
<br />TRUSS BRG. `J
<br />SEE PLAN
<br />SEE PLAN
<br />SIMPSON STRAP
<br />- - PRE-ENG. WOOD
<br />- - PRE-ENG. WOOD
<br />SIMPSON STRAP PER
<br />PRE-ENG WOOD SCHEDULE, TYP.
<br />PRE-ENG WOOD
<br />PER PLAN
<br />U
<br />ROOF TRUSS
<br />ROOF TRUSS
<br />TRUSS PER PLAN, TYP.
<br />TRUSS PER PLAN, TYP.
<br />CONT. DBL. 2x WOOD
<br />(a
<br />2x WOOD FASCIA PER ARCH. CONT. "BB-1" @ TOP
<br />2x WOOD FASCIA PER ARCH. CONT. "BB-1" @ TOP
<br />CONT. DBL. 2x WOOD
<br />TOP PLATE, TYP.
<br />C
<br />DWGS w/ 2-8d COMMON - - OF WALL, TYP.
<br />\\
<br />DWGS w/ 2-8d COMMON - - OF WALL, TYP.
<br />TOP PLATE, TYP.
<br />>.
<br />NAILS EACH TRUSS, TYP.
<br />NAILS EACH TRUSS, TYP.
<br />WOOD HEADER PER
<br />t
<br />B.O. LINTEL
<br />B.O. LINTEL
<br />WOOD STUD PER
<br />PLAN &SCHEDULE, TYP.
<br />O
<br />SEE ARCH.
<br />SEE ARCH. . , : 8" CMU w/ HORIZ. REINF. @
<br />16" O.C., TYP. (U.N.O.)
<br />SHEATHING PER
<br />SCHEDULE, TYP.
<br />PLAN & SCHEDULE,
<br />TYP.
<br />B.O. HEADER
<br />ARCH. AgkC
<br />WOOD STUD PER
<br />8" CMU w/ HORIZ. REINF. @
<br />PRE -CAST LINTEL PER
<br />VERT. REINF. PER PLAN &SCHED.
<br />PLAN & SCHEDULE, TYP.
<br />PLAN & SCHEDULE,
<br />TYP.
<br />SHEATHING PER
<br />SCHEDULE, TYP.
<br />WOOD JAMB BEYOND
<br />ro
<br />U
<br />VERT. REINF. PER PLAN & SCHED. 16 O.C., TYP. (U.N.O.)
<br />��,/ STD. HOOK @TOP, TYP.
<br />0
<br />w/ STD. HOOK @ TOP, TYP.
<br />GLAZING PER ARCH.
<br />N
<br />L
<br />DWGS., TYP.
<br />+'
<br />.0
<br />ri"""Truss Bearing @ CMU Wall
<br />r20*4
<br />Truss Bearing @ Pre -Cast Lintel
<br />r3�Cont. Truss Bearing @ Wood Stud Wall
<br />r4"4Cont. Truss
<br />Bearing @ Wood Header
<br />v
<br />SCALE: %4" = 1'-0"
<br />S1
<br />SCALE: %a" = 1'-0"
<br />517.
<br />�C.39 SCALE: %4" = 1'-0"
<br />S1']f. SCALE: %a" = 1'-0"
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<br />0
<br />OCO
<br />PRE-ENG. WOOD
<br />.0
<br />TRUSS
<br />2x8 WOOD PLATE (FLAT)
<br />TRUSS MANUF. TO
<br />VERT. MEMBER OVER BEAIRING
<br />PRE-ENG. WOOD
<br />ROOF SHEATHING & SLOPPY
<br />@ 4'-0" O.C. w/ SIMPSON
<br />POINT, TYP. (U.N.O.) STRAP PER PLAN, TYP.
<br />TRUSS
<br />FASTENERS PER PLAN, TYP.
<br />E
<br />"A35" EITHER SIDE.
<br />SIMPSON "A35"
<br />2x8 WOOD PLATE (FLAT)
<br />STRAP PER PLAN, TYP.
<br />j
<br />@ 24" O.C., TYP.
<br />@ 4'-0" O.C. w/ SIMPSON
<br />E
<br />"A35" EITHER SIDE.
<br />TRUSS BRG.
<br />NAIL @ 6" O.C. w/
<br />6d COMMON NAILS
<br />%
<br />v
<br />(2) �4'!7'� x 2%4' LONG
<br />LAG BOLTS EA. END
<br />SEE PLAN
<br />TRUSS BRG.
<br />SEE PLAN
<br />0.
<br />SHEATHING PER
<br />_ _
<br />PRE-ENG. WOOD
<br />0
<br />2x, TYP. SCHED., TYP.
<br />PRE-ENG WOOD _ CONT. "BB-1" @TOP
<br />1 n
<br />(2) /4 0 x 2Y4 LONG _ _ CONT. "BB-1" @ TOP
<br />ROOF TRUSS
<br />ro
<br />WOOD STUD WALL PER
<br />_
<br />TRUSS PER PLAN, TYP. OF WALL, TYP.
<br />LAG BOLTS EA. END OF WALL, TYP.
<br />2x, TYP.
<br />2x WOOD FASCIA PER ARCH.
<br />- CONT. "BB-1" @ TOP
<br />`;
<br />IV
<br />PLAN & SCHEDULE, TYP.
<br />DWGS w/ 2-8d COMMON
<br />, OF WALL, TYP.
<br />+j
<br />NAILS EACH TRUSS, TYP.
<br />8" CMU w/ HORIZ. REINF. @
<br />C
<br />NOTE: TRUSS MANUF. TO ACCOUNT
<br />8" CMU w/ HORIZ. REINF. @
<br />B.O. LINTEL'
<br />SEE ARCH.
<br />i 16" O.C., TYP. (U.N.O.)
<br />3
<br />FOR 6 KIP LATERAL LOAD ALONG
<br />16" O.C., TYP. (U.N.O.)
<br />>
<br />TRUSS BOT. CHORD, TYP.
<br />VERT. REINF. PER PLAN & SCHED.
<br />PRE -CAST LINTEL PER
<br />VERT. REINF. PER PLAN & SCHED. 8" CMU w/ HORIZ. REINF. @
<br />w/ STD. HOOK @ TOP, TYP.
<br />PLAN CHEDULE, TYP.
<br />0,
<br />E
<br />NOT ALIGNED w/ WALL ALIGNED w/ WALL
<br />w/ STD. HOOK @TOP, TYP. 16" O.C., TYP. (U.N.O.)
<br />VERT. REINF. PER PLAN & SCHED. NOTE: TRUSS MANUF. TO ACCOUNT
<br />0
<br />w/ STD. HOOK @ TOP, TYP. FOR 6 KIP LATERAL LOAD ALONG
<br />TRUSS BOT. CHORD, TYP.
<br />u,
<br />Ko*'05 Shear Wall Connection @ Truss
<br />6 Truss Bearing @ CMU Wall
<br />7 Truss Parallel @ CMU Wall
<br />g Truss
<br />Bearing @ Pre -Cast Lintel
<br />a
<br />H
<br />SCALE: %a' = 1'-0"
<br />SCALE: Y4" = 1'-0"
<br />SCALE: %a' = 1'-0"
<br />S 17.39 SCALE: 3/4" = 1'-0"
<br />+
<br />L
<br />0
<br />0
<br />NAIL @ 6" O.C. w/
<br />ro
<br />6d COMMON NAILS
<br />S}�
<br />�F�•
<br />SIMPSON "HETA16" TO
<br />Q0j
<br />0.
<br />CONCRETE
<br />BEAM, TYP.
<br />2x WOOD FASCIA PER ARCH.
<br />to
<br />DWGS w/ 2-8d COMMON
<br />NAILS EACH TRUSS, TYP.
<br />ROOF SHEATHING &
<br />ro
<br />ROOF SHEATHING &
<br />FASTENERS PER PLAN, TYP.
<br />rn
<br />C
<br />FASTENERS PER PLAN, TYP.
<br />SLOPE
<br />ro
<br />TRUSS MANUF. TO PROVIDE
<br />SIMPSON STRAP SLOPE
<br />VERT. MEMBER OVER BEARING
<br />PER PLAN, TYP.
<br />6
<br />POINT, TYP. (U.N.O.)
<br />NAIL @ 6" O.C. w/ TRUSS BRG.
<br />CONT. "RB-1" @TOP
<br />OF WALL, TYP.
<br />v
<br />6d COMMON NAILS SEE PLAN
<br />PRE-ENG. WOOD
<br />0
<br />C
<br />Agk TRUSS BRG.
<br />ROOF TRUSS
<br />Y
<br />SEE PLAN
<br />2x WOOD FASCIA PER
<br />VERT. REINF. PER PLAN & SCHED.
<br />:^
<br />ARCH. DWGS w/ 2-8d
<br />WOOD HEADER PER
<br />w/ STD. HOOK @TOP, TYP.
<br />L
<br />v
<br />SIMPSON STRAP PER
<br />PRE-ENG WOOD SCHEDULE, TYP.
<br />COMMON NAILS EACH
<br />TRUSS, TYP. PLAN &SCHEDULE, TYP.
<br />C
<br />TRUSS PER PLAN, TYP.
<br />SHEATHING PER
<br />SCHEDULE, TYP.
<br />C
<br />CONT. DBL. 2x WOOD
<br />W
<br />TOP PLATE, TYP.
<br />b0
<br />SHEATHING PER
<br />8" CMU w/ HORIZ. REINF.
<br />,;A
<br />0)
<br />SCHEDULE, TYP.
<br />WOOD STUD PER
<br />@ 16 O.C., TYP. (U.N.O.)
<br />Ll
<br />PRE-ENG. WOOD
<br />0
<br />PLAN & SCHEDULE,
<br />ROOF TRUSS
<br />O1
<br />t
<br />TYP.
<br />++
<br />4-
<br />Stud
<br />rio Truss Bearing@Wood Header
<br />11 Truss Bearing@CMU
<br />Wall
<br />9 Roof Truss Bearing Wall
<br />^
<br />.0
<br />�E.39 SCALE: 3/4' = 1'-0"
<br />S17.3 9 SCALE: %4' = 1'-0"
<br />v
<br />SCALE: %4' = 1'-0"
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<br />0
<br />ARCHITECTURE &
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