|
<br />/'BACKNAIL wi (2) 16d NAILS
<br />SEE STRUCllJRAL NOTES AND NAIUNG
<br />SCHEDULE FOR SHEAn-tING DETAILJN\i / rZ"X4" OUTlOOKER @ 24" O.C.
<br />/ / (OPll0NAL - SEE ELEYAll0NS)
<br />
<br />~ Z'7~ Di1
<br />/ //~
<br />'\ ~,rq [ SIMPSON H10 OR EQUAL
<br />1/ 1\ @ EA. OUTLOOKER
<br />TOP CORD BLOCKIN ~FOR FIRST FOUR ROWS- I ~ I "-DOUBLE TOP PLATE
<br />OF TRUSSES 0 EDG S OF SHEA THING TYPICAL II"
<br />
<br />II" " / V b4" MAX.I 2"x4" CROSS BRACE
<br />7/S" STUCCO FINISH PER ASTM C. 926 SI PSON LSTA12 @ EA. S D 7' AT RIDGE FASTENED
<br />APPLY 3 LAYERS wi TOTAL Tl1ICKNESS 7/S" __ ~~ AT EACH JOINT WI
<br />OVER METAL LAm. FIRST 2 ~YERS 3/8" --- .... ~i (2) 10dx3"
<br />ll11CK EACH. 3RD LAYER 1/8 ll11CK. "\ 2X6 FRAMED WALL - SEE
<br />/' WALL SECll0N FOR SPACING
<br />~ I ......--1/2.. COX PLYWOOD OR 7/16"
<br />2"x4" PANEL BlOI KING @ 48" O.C. V OS8 SHEAmlNG ATTACHED wi lOd
<br />FOR lliE FIRST (4 ROWS OF TRUSSES ~ NAilS @ 6" O.C. EDGES AND 1t D.C.
<br />FROM EA. END TY . TOP & BonOM FIELD
<br />AnACHED WI (2) 1~ld TOENAILS _ V-(2) 16d NAILS
<br />, I'd I I I I 1): ~ V2"x4" BLOCKING
<br />
<br />5/8" OR 1/2" CEIUNG DENSEJ [\ 2"x4" "j ON TOP OF PANEL
<br />GYPSUM WALL BOARD FASTENED I, I "-SLOCKING, FASTEN WlTH
<br />WlTH 8d COOLER NAILS OR 1 1/4" LONGr 10dx3" @ 4" O/C
<br />DRYWALL SCREWS COMPLYING WIlli
<br />ASTM C1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" o/c TYPICAL
<br />
<br />7/8" STUCCO FINISH PER ASTM C. 926
<br />APPLY 3 LAYERS W / TOTAL ll1ICKNESS 7/8"
<br />OVER METAL LATl1. FIRST 21AYERS 3/S"
<br />THICK EACH. 3RD LAYER 1 IS THICK.
<br />
<br />. .F.
<br />
<br />
<br />
<br />
<br />V4s.::t
<br />1""1 I~SIMPSOct; H10 OR EQUAL
<br />I @ EA. UTLOOKER
<br />I 24' MAX.
<br />i'V"L" BRACE TO EXTEND AT LEAST
<br />1 90% OF WEB LENGlli (SEE TABLE)
<br />(
<br />2"x6" P.T. SILLl I
<br />I I rABLE TRUSS
<br />
<br />2"x4" PANEL BLOCKING @ 48" O.C. I V 1/2" COX PLYWOOD OR 7/16" OS8
<br />FOR TI1E FIRST 8'_0" OF END WALL ~ I V SHEAmlNG ATTACHED WI 10d NAilS @ 6" D.C.
<br />FROM EA. END TYP. BonOM CORD EDGES AND 12" O.C. FIELD
<br />A TTACHE~ I W/ (2) )6;d TOf~AILS _ I 10dx3"@ 3" olc TI1ROUGH
<br />I MI." I I I DG I' I I ~. VCHORD INTO 2"x6" P.T. PLATE
<br />
<br />2"x4" "T" ON TOP OF PANEL / ;) l'U. ,,~
<br />BLOCKING, FASTEN WlrHJ \~ =~:
<br />10dx3" @ 4" O/C ~ II MOISTURE BARRIER
<br />5/8" OR 1/2" CEiLiNG DENSE II I I
<br />GYPSUM WALL BOARD FASTENED /R==iF? SIM~SO~ META20 OR EQUAL
<br />WITH 8d COOLER NAILS OR 1 1/4" LONG \j @ 4 -0 O.C. TYPICAL
<br />DRYWALL SCREWS COMPLYING WIlli ASTM C1002
<br />FOR FIRST 8'-0" FROM END WALL
<br />@ 4" O/C TYPICAL
<br />
<br />SEE STRUCTURAL NOTES AND NAiLiNG \
<br />SCHEDULE FOR SHEATHING DETAIL
<br />
<br />,
<br />+ ~~ M j
<br />I II .~. II 7
<br />TOP CORD BLOCKI G FOR FIRST FOUR ROWS
<br />OF TRUSSES@ EDGES O\..~ ~S,HEATl-iI"ING TYPICAL
<br />2"x4" CROSS BRACE ".
<br />AT RIDGE FASTENED .
<br />AT EACH JOINT WI "
<br />(2) 10dx3"
<br />
<br />/ TOENAIL W/ (2) 16d NAILS
<br />/ r2"x4" OUTLOOKER @ 24" O.C.
<br />
<br />, M
<br />
<br />lK
<br />
<br />f
<br />~
<br />
<br />21Z)'-~' MAX "
<br />"X" BRACE SEE 11
<br />DET. J IS3 I
<br />
<br />21Z)'.IZ)' MAX
<br />iCONllNUOUS BOTTOM COR BRACING
<br />/ ~"X4" MIN. (SEE DETAIL M S3)
<br />
<br />END JACK
<br />
<br />...
<br />
<br />:1)
<br />
<br />~k
<br />
<br />I
<br />
<br />c3
<br />UJ
<br />
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<br />UJ
<br />
<br />Il'-iZ>' MAX.
<br />
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<br />QX~'
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<br />M '~f
<br />
<br />\:ONllNUOUS BOTTOM CORD BRACING 1"x4" MIN.
<br />
<br />~/
<br />
<br />,!,INIMUM 2"x4" CROSS
<br />BRACING (SEE PLAN
<br />FOR LOCA llONS)
<br />2) 16d PER JOINT
<br />
<br />1"-
<br />'"
<br />'"
<br />
<br />Q~
<br />,X
<br />- <:
<br />Q::;:E
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<br />----=-
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<br />CORNER JAC ...
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<br />
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<br />,
<br />
<br />2"x4" LEDGER (MATCH BOTTOM
<br />CHORD SLOPE bF ADJACENT TRUSS)
<br />
<br />CROSS BRACING DETAIL
<br />5CALE: N.T.5,
<br />
<br />---.
<br />
<br />I J '\
<br />\31
<br />
<br />NOTE:
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />CUT SHEETS FOR ADDIllONAL PERMANENT BRACING
<br />111 A T MAY BE REQUIRED
<br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF l11E WEB.
<br />
<br />~TOP & BOTTOM CORD
<br />GABLE END BRACING @
<br />4'-0" O.C. MAX. FOR
<br />FIRST (4) ROWS OF TRUSSES
<br />
<br />-
<br />
<br />UPLIFT CONNECTIONS - HIP FRAMING
<br />
<br />5CALE: N.T.5.
<br />
<br />-=-
<br />
<br />I 3 '\
<br />.\E7
<br />
<br />1/2"~ ANCHOR BOLT @ 48" O.C.
<br />MINIMUM 6" FROM PLATE SPLiCES
<br />W/ 3/16"x2"~ PLATE WASHER
<br />
<br />SECTION
<br />
<br />5CALE: N.T.5.
<br />
<br />-=--
<br />
<br />I 1"\
<br />\31
<br />
<br />-==--
<br />
<br />REQUIRED MINIMUM PERMANENT TRUS& BRACING FLAN, L"\
<br />AS PER HIB 91 5CALE: N.T.5. ~.
<br />
<br />* USE SIMPSON META20 (OR BETTER) CONNECTORS
<br />(OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL)
<br />CONNECTORS @ FRAME WALLS & SIMPSON H5
<br />@ HIP JACK TO FRAME WALLS.
<br />
<br />SECTfON
<br />
<br />SEE STRUCTURAL NOTES AND NAiLiNG
<br />SCHEDULE FOR SHEATHING DETAIL '\
<br />
<br />(BACKNAIL W/ (2) 16d NAILS
<br />-\ r2"x4" OUTLOOKER @ 24" o/e
<br />7/S" STUCCO FINISH PER ASTM C. 926 . ,
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/S"-------. y ~~ ~ Da
<br />OVER METAL LATH. FIRST 2 !-AYERS 3/S" _________l'. d ~, I
<br />THICK EACH. 3RD LAYER 118 THICK. ?
<br />
<br />TOP OR B~KING FOR FIRST FOU R I IMPSON H10 OR EQUAL
<br />OF TRUSS S EDGES OF SHEATl-iING WICAL I @ EA. OUTLOOKER
<br />
<br />~~x~D~O~;S~~~ I '4" MAX.l
<br />AT EACH JOINT WI I r"L" BRACE TO EXTEND AT LEAST
<br />(2) 10dx3" - 1 k 90% OF WEB LENGlli (SEE TABLE)
<br />I ~ABLE TRUSS
<br />I / 1/2" COX PLYWOOD OR 7/16"
<br />~OSB SHEAmlNG ATTACHED WI 10d
<br />I NAILS @ 6" a.c. EDGES AND 12" O.C.
<br />I FIELD
<br />I /(2) 16d NAILS
<br />/ rSIMPSON HGA10 @ 36" O.C.
<br />Ti"X4" "T" ON TOP OF PANEL
<br />I I"'\: 7'1 BLOCKING, FASTEN WIlli
<br />10dx3" @ 4" O/C
<br />TUD WALL (SEE TYP. SEC.)
<br />
<br />PRE-ENGINEERE~ '
<br />WOOD TRUSSES \
<br />
<br />OveRLAP ~e 6RACINa
<br />AT LEAST TVVO TRUSS SPACES
<br />
<br />2x4 "T" BLOCKING ~
<br />2x4 BLOCKING @ 48" O.C.~ I~
<br />
<br />"l" BRACE N.. I ~ 16d
<br />ATTACHED W/ 10d NAILS r-~ ,.-
<br />@ 4" O.C. TYPICAL ~ li.J 1. 1- V
<br />----..::::::::~.........-/
<br />
<br />~
<br />ir .
<br />
<br />NAIL
<br />
<br />~~
<br />
<br />.--"
<br />
<br /><:
<br />.A
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<br />-
<br />
<br /><: /
<br />
<br />~
<br />N 10:- .
<br />
<br />(s.)
<br />
<br />~'
<br />
<br />OVERLAP
<br />
<br />-/ '-
<br />
<br />. ~-~
<br />G.)
<br />
<br />~~ .
<br />
<br />"I
<br />
<br />"
<br />
<br />GABLE TRUSS WEs-I
<br />DOUBLE 'L' BRACING DETAIL
<br />5CALE: N.T.5.
<br />
<br />~
<br />
<br />J 5 '\
<br />\31
<br />
<br />~~
<br />-./'--
<br />fr
<br />
<br />(3) 2" x 4" LAMINAllONS W/ (1) ROW
<br />OF STAGGERED 30d COMMON WIRE NAilS
<br />(0 = 0.207", L = 4 1/2") OR EQUAL
<br />
<br />2"x4" PANEL LOCKING @ 48
<br />FOR ll1E FIRST (4) ROWS OF TRU
<br />FROM EA. END TYP. TOP & BOnO
<br />
<br />
<br />ATTACH~f (:) '~-d ITOENAIL~
<br />
<br />5/8" OR 1/2" CEILING DENSE7
<br />GYPSUM WALL BOARD FASTENED
<br />Willi 8d COOLER NAILS OR 1 1/4" LONG -
<br />DRYWALL SCREWS COMPLYING WITH
<br />ASTM C1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" o/c TYPICAL
<br />
<br />~
<br />
<br />,I. ,
<br />
<br />
<br />
<br />
<br />I\MINIMUM (2) 16d PER .xJINT\
<br />r ~INIMUM 2"x4" TRUSS BRACING
<br />
<br />~
<br />
<br />TRUSS BRACING OVERLAP DETAIL
<br />5CALE: N.T.5.
<br />
<br />~,
<br />63 f
<br />
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @ 48" o.C.--.::*~
<br />
<br />"L" BRACE i}' I V-- 16d NAIL
<br />ATTACHED W/ 10d NAILS ,-' i~
<br />@ 4" O.C. TYPICAL,,- :y h i
<br />~ \'-----
<br />---- '-
<br />
<br />
<br />GABLE TRUSS WEB-.1
<br />
<br />NOTES:
<br />
<br />1) ADJACENT NAILS ARE DRIVEN FROM
<br />OPPOSITE SIDES OF TI1E COLUMN
<br />2) ALL NAILS PENETRATE AT LEAST 3/4
<br />OF THE THICKNESS OF THE LAST
<br />LAMINA 1l0N
<br />3) EACH 30d COMMON NAIL MAYBE
<br />REPLACED W/ (2) 16d COMMON NAilS.
<br />(ONE INTO EACH OUTSIDE FACE OF
<br />B.U.C., SAME NUMBER OF ROWS,
<br />SAME SPACING)
<br />
<br />4) FOR 4-PL Y, PROVIDE 1/4" DIA.
<br />x 5 1/2" LAG SCREWS OR EQUAL
<br />(SPACE AS SHOWN FOR 3-PL Y)
<br />5) FOR 5-PLY, PROVIDE 1/4" DIA.
<br />x 7" LAG SCREWS OR EQUAL
<br />(SPACE AS SHOWN FOR 3-PL Y)
<br />6) REFER TO NOS SECllON 15.3
<br />FOR ADDIllONAL INFORMAllON
<br />
<br />SIMPSON SP2 @
<br />EACH STUD
<br />
<br />--
<br />
<br />DBl. S.P.F.TOP PLATE
<br />
<br />61NGLE ftL" BRACING DETAIL
<br />5CALE: N.T.5.
<br />
<br />j
<br />,
<br />
<br />6 \
<br />63 J
<br />
<br />I
<br />
<br />fS\
<br />'{Y
<br />
<br />"L" BRACE W/ 10d @ 4" O.C.
<br />(SEE SCHEDULE FOR SIZE
<br />NO LOCA llON)
<br />
<br />~
<br />~~
<br />~~
<br />
<br />~
<br />~Y'
<br />12
<br />
<br />~7~/'
<br />",f""'"
<br />I
<br />
<br />ABLE TRUSS
<br />
<br />~
<br />
<br />TYFICAL NAILING &C~EDULE& FOR BUILT -UF COLUMN& '/8\
<br />SCALE: N.T.5. ~
<br />
<br />5CALE: N.T.5.
<br />
<br />f4\
<br />, s37
<br />
<br />~
<br />
<br />~
<br />~V
<br />7~~/
<br />~II
<br />
<br />",,'"
<br />
<br />ABLE TRUSS
<br />
<br />SECTION
<br />
<br />+
<br />I
<br />
<br />/TOENAIL W/ (2) 16d NAILS
<br />10dx3" o/c @ 6" o/c TYPICAL
<br />
<br />fr~4" OUTLOOKER @ 24" O.C.
<br />/ WI (2) 10d PER JOINT
<br />'M
<br />
<br />
<br />~x,. RUNNERS
<br />
<br />~
<br />
<br />~
<br />~ V~
<br />
<br />"L" BRACE WI lad @ 4" OIC
<br />(SEE SCHEDULE FOR SIZE
<br />AND lOCAllON)
<br />
<br />~
<br />
<br />IL I BRACING ~QUI~tw1ENTe
<br />
<br />I
<br />
<br />(7;\.
<br />~
<br />
<br />(i;\
<br />'{Y
<br />
<br />r--..
<br />
<br />.~~~
<br />
<br />STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6"
<br />SPACING "L" BRACE "L" BRACE "L" BRACE "L" BRACE
<br />16" 0'0" - 4'_5" 4'-5" - 8'-0" 8'-0" .- 12'-0" 12'-0" - 16'-0"
<br />24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" .- 10'-0" 10'-0" - 14'-0"
<br />SCISSOR GABLE - (1) 2"xS" #2 S.P.F. @ EACH VERTICAL AND
<br />
<br />(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />
<br />~
<br />
<br />- '---
<br />
<br />I
<br />I 12" MAX.
<br />I
<br />I
<br />I
<br />-4 L-
<br />
<br />:::,.
<br />
<br />'~
<br />
<br />......., ..1..'........ ,... . .".. oooooo".. '::roo.,..,.... ..oo."".., ..,...... ..::l:........" ':l.....'.... '1.......'... .,........., ,..,....... :~:..oo..
<br />........... ........... ..... ..... ............ ............ ............ ........... ............ ............ ............ ............ ........... ......
<br />. . . . . . . . .. ............ ..,. ~. ...... ............. ............ ............. ............ ............ ............ ........... ............ ............ ......
<br />........... ........... ."'" ..... ............ ............ ............ ........... ............ ............ ............ ............ ........... ......
<br />
<br />
<br />
<br />CJI 11\ L~I II I II II II
<br />ICJ ~ CJCJCJ
<br />Iflr ,_H_ /I 1/ II
<br />LCONT. BEARING
<br />
<br />~
<br />
<br />'~
<br />
<br />~~
<br />~
<br />n r .............
<br />
<br />NOTE:
<br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT,
<br />SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH
<br />10dx3" NAILS @ 4" O/C.
<br />
<br />r
<br />
<br />r
<br />
<br />r
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />~~T ~R~DBL T~ ~~
<br />
<br />~
<br />
<br />u
<br />I
<br />
<br />H
<br />
<br />
<br />~STUDS @ 16" O.C.
<br />SIMPSON HGA10
<br />
<br />~
<br />
<br />ALTERNATE NON-DROF GABLE END DETAIL
<br />5CALE: N.T.5.
<br />
<br />1/
<br />
<br />"
<br />
<br />1/
<br />
<br />/I
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR 'MND SPEED SPECIF1CAllON
<br />
<br />SIMPSON SP2
<br />@ EACH STUD
<br />
<br />oCALE: N.T.o.
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HElGHT UP TO 30'-0" - SEE STRUCTURAL N01ES FOR 'MND SPEED SPECIFlCAllON
<br />
<br />5CALE: N.T.5.
<br />
<br />D 6AMUEL A. GREEN6ERG, FE. #34245
<br />D n-lUY ~. ~UYNH P.E. ~0122
<br />D IRWIN J. 6EN60N, PE. #4~1:;8
<br />D All A66A6 ~AKIM, P.::. ~b18b
<br />
<br />0-
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<br />
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<br />co
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<br />-
<br />~
<br /><
<br />
<br />~ ~~ f===: r---
<br />____ r--- r-: ~
<br />1'-" -
<br />
<br />r--
<br />
<br />2X4 LEDGER
<br />~MPSON LST"2lW.
<br />
<br />~~
<br />~~
<br />------ ------ ~
<br />------ f===: ~
<br />
<br />r-
<br />
<br />2X4 BRACING @ 48" O.C.
<br />CONTINUOUS TO FIXED LOCAllON
<br />AnACHED w/ 2-10d @ EA. TRUSS
<br />(NOTE; BRACING MAY BE PLACED ON EimER
<br />TOP OR BOTTOM OF ll-iE BOTTOM CORD)
<br />
<br />SEE STRUCTURAL NOTES AND NAiLiNG \
<br />SCHEDULE FOR SHEATHING DETAIL
<br />
<br />.L t4 w.
<br />I II II
<br />TOP CORD BLOCKING FOR FIRST FOUR RO
<br />Of lRUSSU; r EDGES Of SHEAl"llWICAl
<br />
<br />
<br />
<br />2"x4" CROSS BRACE ~
<br />A T RIDGE FASTENED
<br />AT EACH JOINT WI
<br />II (2) 10dx3"
<br />
<br />J. tJ3 ..
<br />
<br />~YPSUM WALL BOARD~
<br />2"x4" LEDGE
<br />CHORD SLO
<br />SCISSOR
<br />2"x4" PANEL BLOCKING @ 48" O.C.
<br />FOR THE FIRST (4) ROWS OF TRUSSES ~
<br />FROM EA. END TYP. BonOM CORD 1/11: i
<br />AnACHED W/ (2) 16-d TOENAILS I~
<br />2"x6" P.T. SILL.......! / I I
<br />1/2"~ ANCHOR BOLT @ 48" o.c.J LLIJ..
<br />;r;=; FT=
<br />'<
<br />
<br />r BACKNAIL w/ (2) 16d NAILS
<br />/ r2"X4" OUTLOOKER @ 24" O.C.
<br />
<br />f D(I
<br />
<br />~ '-SIMPSON H2.5 OR EQUAL
<br />+ @ EA. OUTLOOKER
<br />I ,.,..2X4 CONT"L" BRACE FASTENED W/
<br />j /' (2) 10d 3"@ 24" O/C. CMID HEIGHT
<br />
<br />I ......--2X4 KICKER@ 8'-0" O/C.
<br />-t
<br />I r"L" BRACE TO EXTEND AT LEAST
<br />. L 90% OF WEB LENGlli (SEE TABLE)
<br />, SIMPSON #3 WITH 8-8d
<br />I ./ FROM LEDGER TP BLOCKING
<br />j ,,;/ . .f ~ /ABLE TRUSS
<br />
<br />/ I ......-1/2" eDX PLYWOOD OR 7/16" OSB
<br />(MATCH Bono~ / SHEAmlNG ATTACHED WI 10d NAILS @ 6" O.C.
<br />OF ADJACENT I EDGES AND 12" O.C. FIELD
<br />SS)
<br />
<br />.
<br />.
<br />
<br />"-
<br />o
<br />-
<br />
<br />~
<br />
<br />12 ~~ ~rOUBLE TOP PLATE
<br />7 I MAX. ~91 ~
<br />~? ~~
<br />~ ~
<br />
<br />SCISSOR TRUSS
<br />
<br />~
<br />
<br />T
<br />
<br />GABLE TRUSS
<br />TRUSS VERTlCAL
<br />
<br />& REVISED 08-15-03
<br />
<br />ill CREATED 01-02-02
<br />,
<br />
<br />TO THE eE6T 0: THE ENGINEER'6 t<NO.lJLEDGE AND eELIEF, THE
<br />5~CTURAL PLANe AND 5PECIFICATION5 COMPLY WITH THE
<br />FLORfDA eulLDING CODE, 5ECTION I~~~ FOR 120 MFH 3 5ECOND
<br />GUeT, EXPOeLlRE 'e' WIND ZONE (2001 EDITION).
<br />THI6 DRAWING AND DE61GN Ie VALID FOR 12 MONTI-I$ AFTER THE
<br />DATE IT Ie elGNED AND eEALED.
<br />61GNED AND 6EALED FOR THE 6TR\.JCTURAL PORTION 0: THI6
<br />DRAWING ONJ.. Y.
<br />
<br />)~
<br />
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<br />7~
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<br />
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<br />
<br />~==::::.= =: (2) 2"x8" "L" BRACE FASTENED
<br />" WITH (3) 16d PER SIDE
<br />" DIAPHRAGM BLOCKING
<br />_Lj ~@ 48" o/c
<br />
<br />--
<br />
<br />, 1\
<br />5CALE: N.T.5. \31
<br />
<br />120 MPH
<br />3 SEC, GUST
<br />
<br />D AN5CO
<br />
<br />ENGINEERING, FAil
<br />p.o. eox 3400 - APOLLO eEACA4 - FLORIDA - 33&12
<br />~ - (813) 64& "'66 FAX - (813) 64& <3698
<br />eB 4&1" !C\ 111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERlY Of DANSCO ENGINEERING, PA. AND THE
<br />~ CUENT ON THIS PRO.I:CT. ANY REPRODUC1l0N OR UNAU1110RIZED USE IS PROHIBI1ID. - 2003
<br />
<br />E
<br />
<br />~
<br />
<br />t-----.
<br />~ :-.,
<br />1 \.
<br />I ~COSMEllC DROP CEiLiNG FRAMING
<br />
<br />OISllJRE BARRIER
<br />
<br />SCISSOR GABLE "T' BRACE
<br />AS PER HIS 91
<br />
<br />-
<br />cD
<br />...,
<br />C
<br />CD
<br />
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WiND SPEED SPECIFICA llON 5CALE: N.T .e.
<br />
<br />SEcrfON
<br />
<br />SIMPSON HETA20 OR EQUAL
<br />@ 6'-0" O.C. TYPICAL
<br />ALTERNATE SIMPSON LSTA18
<br />STRAIGHT STRAP @ 4'-0" O/C
<br />ALIGNED WlTH GABLE WEB.
<br />ATTACH TO TRUSS W/7-10dx1 1/2"
<br />AND TO MASONRY W/ (3)
<br />3/16"x 2 1/4" TAPCONS.
<br />
<br />eEAL "'-
<br />\ SCAL.E NOTED
<br />DATE 112112>2
<br />
<br />LENNA~ ~OMEe
<br />
<br />~
<br />
<br />l1JDS @ 16" O.C.
<br />
<br />SCISSOR TRUSS WI DROP CEILING BRACING: DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL N01ES FOR WiND SPEED SPECIFlCAllON 6CALE: NT5
<br />
<br />TAMPA DIYI&ION
<br />
<br />D~ SV.
<br />N:/BLOCKS/STO 2001
<br />
<br />. IS
<br />IS
<br />QCl
<br />
<br />5CALE: N.T.5.
<br />
<br />I
<br />,
<br />
<br />2 ,
<br />63 J
<br />
<br />~
<br />
<br />TRuee BRACING DET AIL.o AND NOTE5
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<br />DE JOS NO. PM - S~21
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