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ROOF WOOD TRUSSES
<br />(SEE PLAN)
<br />TRUSS HOLD DOWN
<br />(SEE PLAN)
<br />PLYWOOD ROOF SHEATHING,
<br />TRUSS
<br />HOLD DOWN 'SEE PLAN,
<br />SEE GEN. NOTES SHEATHING,
<br />NG
<br />ROOF SHE
<br />SEE GEN.
<br />ROOF TRU
<br />SEE PLAN
<br />-CONTINUOUS 8x8
<br />KNOCK -OUT BLOCK BOND
<br />BEAM W/(2) #5 CONT.
<br />VERT. WALL
<br />REINFORCING
<br />C.M.U. WALL
<br />(SEE PLAN)
<br />8Ec-n0N
<br />3/4" l'-O" - �O2
<br />Rl
<br />Sl
<br />ROOF SHEAll-
<br />SEE GEN. NO'
<br />TRUSS HOLI
<br />(SEE PLAN)
<br />CONTINUOUS
<br />KNOCK -OUT[
<br />BEAM W/(2)
<br />PLYWOOD ROOF SHEATHING,
<br />SEE GEN. NOTES--,
<br />TRUSS ANCHOR,
<br />SEE PLAN NOTES
<br />PLYWOOD R(
<br />SEE GEN. N(
<br />WI
<br />ALL/ TPUSS BRIG.
<br />S :,F LA E PLAN
<br />WOOD ROOF TRUSS
<br />CONT. LT. GA. MTL. TRACK
<br />GYPSUM WALLBOARD EACH
<br />FACE OF STUD WALL AT TOP OF WALL, SEE
<br />GENERAL NOIES.
<br />METAL STUD WALL, SEE P
<br />STUD UNDER ROOF
<br />LAN AND GEN. NOTES YI
<br />I .
<br />11 Lr GIRDER TRUSSES PROVIDE
<br />k `3)
<br />SECTION ris�
<br />3/4" l'-O" �O2
<br />sEc-nON
<br />3/4" l'-O" �.O 2
<br />STUDS,
<br />L. TRUSS BEAR NG AT
<br />T.0 WALL/
<br />JTRUSS BRG.,
<br />_TSEE PLAN
<br />3, SEE PLAN
<br />LINTEL,
<br />_-AST MASONRY LINTEL
<br />WITH 2" RECESS AS REQUIRED
<br />F09W.Via-
<br />)CKING BTWN
<br />S W/ SIMPSON
<br />CH END
<br />SHEATHING,
<br />X NOTES
<br />T.0 WALL/
<br />TRUSS BRG.,
<br />TSEE PLAN
<br />PLAN
<br />PLYWOOD ROOF SHEATHING,
<br />SEE GEN. NOTES 1 Od AT 4" O.C.
<br />ROOF TRUSS OVER CMU
<br />SHEAR WALL W/
<br />L_2X4 BLOCKING BTWN VERTICAL WEB MEMBERS
<br />TRUSSES W/ AT 16" O.C.
<br />SIMPSON U24 EACH
<br />END, AT BRACE
<br />SP2, TYP.
<br />ROOF WOOD TRUSSES
<br />H 10, TYP. (SEE PLAN)
<br />PLYWOOD ROOF SHEATHING,
<br />SEE GEN. NOTES—,
<br />TSP
<br />ENDS
<br />SECTION
<br />3/4" = l'-O" �O2
<br />CONT 2x4 PLATE TOP AND
<br />BOTTOM W/ #9x3Y2" WOOD
<br />SCREWS AT 6- O.C., STAGGERED
<br />ROOF TRU
<br />SEE PLAN
<br />2x6 BRACE
<br />O.C. EACH
<br />WA4) 1 Od
<br />END
<br />SIMPSON HETAL16 GYPSUM WALLBOARD W/
<br />EMBEDS AT 48" O.C.__No. 8-2Yz' DRY WALL
<br />VERT WALL
<br />REINFORCING
<br />ROOF SHEATHING,
<br />SEE GEN. NOTES -
<br />2x6 STUDS
<br />AT 16" O.C.
<br />CONT 2x6 LEDGER
<br />WITH (2) #9x4' WOOD
<br />x
<br />SCREWS AT EACH
<br />STUD
<br />2x6 SO! F PLATE ','ATH
<br />o x 5" SIMPSON
<br />TITEN ANCHORS AT
<br />32" O.C.
<br />VERT. WALL
<br />REINFORCINI
<br />SCREWS AT 7' O.C. AT ALL
<br />SUPPORTS
<br />CONTINUOUS 8x8
<br />KNOCK -OUT BLOCK BOND
<br />BEAM WA2) #5 CONT.
<br />S.M.U._WALL
<br />(SEE PLAN)
<br />BECMON (7�
<br />3/4" l'O" _—AC4.92
<br />DBL 2x6 TOP PLATE
<br />ROOF SHEATHING,
<br />SEE GEN. NOTES
<br />10d A T 4" O.C.
<br />I
<br />TO LEDGER
<br />10d AT 4" O.C.
<br />PLYWOOD ROOF SHEATHING,
<br />F SEE GEN. NOTES
<br />I
<br />\--r2x4
<br />BLOCKING BTWN
<br />I
<br />TRUSSES AT BRACE
<br />W/ SIMPSON U24
<br />EACH END
<br />ROOF TRUSSES,
<br />SEE PLAN
<br />— 2x6 BRACE AT 48' '
<br />O,C. W/(4) 10d
<br />EACH END
<br />® CONTINUOUS 8x8
<br />KNOCK -OUT BLOCK BOND
<br />BEAM W/(2) #5 CONT.
<br />C.M.U. WALL
<br />(SEE PLAN)
<br />TRUSS HOLD D
<br />(SEE PLAN) —
<br />SEE `TYPICAL PLYWOOD
<br />BRACING DETAIL" ON
<br />SHEET S4.01 FOR
<br />ADDITIONAL INFORMATION
<br />-CONTINUOUS 8x8
<br />KNOCK -OUT BLOCK BOND
<br />BEAM NIA21 #5 CONT.
<br />VERT> WALL.
<br />REINFORCING
<br />C.M.U. WALL
<br />'SEE PLAN)
<br />SECTION
<br />3/4" = l'-O" �O2
<br />ROOF DECK SEE
<br />GENERAL NOTES.——
<br />2x4 BLOCKING BTWN
<br />TRUSSES 10;SIMPSON
<br />U24 EACH END, AT
<br />'X-BRACING"--7-1
<br />H,
<br />I LILA, +
<br />SECTION K8
<br />3/4" = 1$-0$' \�LO �2
<br />1_21 Vll:ll_L__
<br />_T77 _17
<br />H
<br />H
<br />Fi
<br />ING' W/4) H .
<br />2x6 "X-BC RAW d
<br />10d f-1.j
<br />EACH ENID,
<br />SPACED AT 4'-0' O.C.
<br />REINFORCED VIASONRYWALL
<br />SINGLE COURSE K.O. BLOCK (8x8)
<br />WITH A POURED IN PLACE COURSE
<br />BOTH W/ CONT. #5 EACH, GROUT
<br />SOLID AT TOP OF WALL
<br />ROOF TRUSSES,
<br />TYP., SEE PLAN
<br />[1911
<br />---
<br />``- CONT 2.,x4 BRIDGING W,/(2)
<br />10d AT EACH SUPPORT -
<br />AT EACH "X-BRACING-
<br />ColNT P.T �k�
<br />CONT, I I i- =GER W
<br />TA PCONS AT 12" O.C„ TYP.
<br />COIN'TINUOUS &8
<br />KNOCK -OUT FLOCK BOND
<br />BEAM WA2) #5 CONT,
<br />BEOMON /1"- 5 -N-1\
<br />3/4" = l'-O" �SZ4:,O 2)
<br />r �ORUMN
<br />0
<br />ARCHITECTURE &
<br />2 INTERIOR DESIGN, INC.
<br />d
<br />C PLANNNG I ARCH11TECTURE I lNTffaMDMM
<br />745 orienta avenue, suite 1121
<br />altamonte springs, fl 32701
<br />phone- 407.830.1400
<br />C
<br />fax. 407.830.4143
<br />06
<br />2 AA0002731
<br />www foru march itectu re, com
<br />■
<br />3550 S. 'I amiami Trail Suite 301 Sarasota, FL 34239
<br />bummerset
<br />Apartments
<br />Zephyrhills, FL
<br />0 it
<br />16
<br />7.
<br />V
<br />John Gutherman Jr., P.E.
<br />FL. REG. #6o88o
<br />SET DISTRIBUTIONS:
<br />SHEET REVISIONS:
<br />EDITED BY:
<br />SECTIONS AND
<br />DETAILS
<br />JG
<br />SECTION f9
<br />3/4" = l'-O" 54.02
<br />
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