|
<br />\
<br />
<br />ABLE TRUSS
<br />
<br />1/2" COX PLYWOOD OR 7/16" OSS
<br />/ SHEATI-fING ATTACHED WI 10d NAILS ~ 6" D.C.
<br />EDGES AND 12" O.C. FlELD
<br />10dxY@ 3" o/e THROUGH
<br />/CHORD INTO 2"x6" P.T. PLATE
<br />
<br />1~
<br />",,~v~v
<br /><i'
<br />" I
<br />
<br />1
<br />~
<br />
<br />2'-"-lZ>' MAX
<br />"x" BRACE SEE \ f
<br />DET. J/S3 \ I
<br />
<br />,/
<br />
<br />2lZ>'.-~' MAX
<br />;90NllNUOUS BOTTOM COR BRACING
<br />/ ~"X4" MIN. (SEE DETAIL M S3)
<br />(j
<br />!U
<br />
<br />C~D JACI'(
<br />
<br />*
<br />
<br />/BACKNAIL wi (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAIU,/:G
<br />SCHEDULE FOR SHEAn-UNG DETAIL 2"x4" OUll.OOKER @ 24" O.C.
<br />Ir (OPTIONAL - SEE E1.EYA110NS)
<br />
<br />-.' '",,' .
<br />
<br />t PI . "-"'"'''''''''''''',i/''' z. . "_ ' DI
<br />
<br />~I!!I /~/ -/ ~ "--;---1- ----SiMPSON H10 OR EQUAL
<br />O @ EA. OUTLOOKER
<br />TOP CORD BlOCKIN FOR FlRST FOUR ROWS - r / / ""- DOVBlE rap PLATE
<br />Of TRUSSES @ EDC S Of SHEA THING TYPICAL V /
<br />. I 11"-" .' /' / / 4" MAX I 2"x4' CROSS BRACE
<br />718 STUCCO FINISH PER ASTM C. 926 ~3!~WSON. l5TA1L iJ EA. S o-.J ;Y AT RIDGE FAS1ENED
<br />APPLY 3 LAYERS WI TOTAL THICKNESS 7;a~ !~ . ~ AT EACH JOINT WI
<br />OVER fAUN. LATH. RRST ? }AYERS 3/8" ' ~~ (2) 10dx3"
<br />1l11CK EACH. 3RD LAYER 178 THICK. "~': 2X6 FRAMED WALL - SEE
<br />. . WALL SECTlON FOR SPACING
<br />/'
<br />2"x4" PANp,.~tVI~IfW ~ 1.[3" b.c. '. ~.. ~~'~~~~1~5~JA~eEDO~/fo~6"
<br />FOR. TH~ FiRSf ~~. RO'h'S Of mUSSES . ~ NAILS@6"OCEDGESAND12'OC
<br />FROM EA. END . TOP & BonOM ~ . , , .
<br />ATTACHED 1'1/ (2) 16-d TOENAILS FIELD
<br />11 , ~(2) 16d NAILS
<br />, ~""'E.L,-:.e I. '"",' ] 'Xif:' ". V~2"x4" BLOCKING
<br />
<br />5/8: 9~ }/'il f)ElUNG DENSE../ I 1\ 2"x4"", ON TOP OF PANEL
<br />GY?WM WALL BOARD FASTENED I. I \....BLOCKING, FASTEN 'MTH
<br />'WIlli 8d COOLER NAILS OR 1 1/4" LONG ., 10dx3" @ 4" olc
<br />DRYWALL SCREWS COMPLYING \\11m
<br />ASTM C1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" O/~ TYP1C,<\L
<br />
<br />SEE STRUCTURAL NOTES AND NAiLlNG \
<br />SCHEDULE FOR SHEA1l11NG DETAIL
<br />
<br />I
<br />+ N"..~ D\'I ~
<br />
<br />TOP ~ORD I BtOCKIN~OR FIRST JO'uR ROWS J
<br />Of 'TRUSSES @ EDGES Oz. ~ATHING Tl'P1CAL
<br />2'x4" CROSS BRACE , ,II
<br />AT RIDGE FASTENED " .
<br />AT EACH JOiNT WI "
<br />(2) 1ddx3"
<br />
<br />/ TOENAIL W/ (2) 16d NAllS
<br />/ r2"x4" OUn..OOKER @ 24" O.C.
<br />
<br />, N
<br />
<br />" "F.'
<br />
<br />1l'-rZ>' MAX.
<br />
<br />.
<br />
<br />~
<br />
<br />I~SIMPSON H10 OR EQUAL
<br />I @ EA. OUn..OOKER
<br />I 24' MAX
<br />I I r"L" BRACE TO EXTEND AT LEAST
<br />I V 90% OF WEB LENGTH (SEE TABLE)
<br />(
<br />I
<br />,
<br />I
<br />I
<br />I
<br />
<br />"
<br />
<br />~<
<br />
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<br />
<br />(j
<br />ill
<br />
<br />------
<br />
<br />v
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<br />(j
<br />III
<br />
<br />r---
<br />
<br />~~~
<br />_~2~
<br />~
<br />-'I
<br />~,
<br />Q
<br />I
<br />~
<br />Q
<br />.
<br />~
<br />Q
<br />I
<br />~
<br />Q
<br />I
<br />~
<br />~~~
<br />~21-
<br />(j
<br />!U
<br />
<br />* '
<br />
<br />~1 \ ~l
<br />~ONllNUOUS BOTTOM CORD BRACING 1"x4" MIN.
<br />
<br />/
<br />/
<br />/
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<br />z
<br />w
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<br />co
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<br />Ii:
<br />(3
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<br />0..
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<br />
<br />II~
<br />11\:x;,
<br />(/
<br />'1'e
<br />
<br />1- CORNER JAC .
<br />y:
<br />
<br />: "
<br />Ii: ~
<br />g *
<br />
<br />*
<br />
<br />"
<br />
<br />7/8n S1lJCCO FINISH PER AS1M C. 926
<br />APPLY 3 LAYERS 'II / TOTAL TH1CKNESS 7/8-
<br />OVER METAL LAm. FiRST ~hAYffiS 3/8-
<br />l}J)Q( EACH. 3RD LAYER 1/8 llllCK.
<br />
<br />~MIN\MUM 2nx4" CROSS
<br />BRACING (SEE PLAN
<br />FOR LOCAllONS)
<br />
<br />'"
<br />""
<br />""
<br />
<br />Q~
<br />,X
<br />- <(
<br />~:;,:
<br />-----.;
<br />
<br />--...-
<br />
<br />"
<br />
<br />....---
<br />
<br />"
<br />
<br />2"x6" P.T. SiLLl
<br />
<br />a
<br />z
<br />w
<br />0-
<br />X
<br />
<br />""
<br />/
<br />
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<br />
<br />2) 16d PER JOINT
<br />
<br />Q---:-
<br />,X
<br />- <(
<br />~p
<br />
<br />... .... - -
<br />
<br />2"x4" LEDGER (MATCH BOTTOM
<br />CHORD SLOPE OF ADJACENT TRUSS)
<br />
<br />2"x4" PANEL BLOCKING @ 48" O.C.
<br />FOR mE FIRST 8'-0" OF END WALL
<br />FROM EA. END 1l"P. BOTTOM CORD
<br />ATTACHED wi (2) 16-d TOTETNAILS
<br />... //
<br />I DG I" . I / I D\'I I" I I ~:;.
<br />
<br />2nx4" lOT" ON fOP OF PANEL I ,j t t" "'-
<br />BLOCKING, FASTEN WlTHJ . =r ~:MOISllJRE BARRIER
<br />10dx3" @ 4" olC I
<br />5/8" OR 1/2" CEILING DENSE / I I SIMPSON META20 OR EQUAL
<br />GYPSUM WALL BOARD FASTENED / '1=i =r @ 4'-0" O.C. TYPICAL
<br />WITH 8d COOLER NAILS OR 1 1/4" LONG
<br />DRYWALL SCREWS COMPL YlNG WITH ASTM C1002
<br />FOR FIRST 8'-0" FROM END WALL
<br />@ 4" O/C TYPICAL
<br />
<br />Q---:-
<br />,x
<br />- <(
<br />~:;,:
<br />-.........
<br />
<br />... ... - ...
<br />
<br />----
<br />
<br />:?(
<br />
<br />t><
<br />
<br />CROSS BRACING DETAIL
<br />6CALE: N. T.6.
<br />
<br />f?\.
<br />\31.
<br />
<br />NOTE:
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENG!NEERING
<br />CUT SHEETS FOR ADDlllONAL PERMANENT BRACING
<br />THAT MAY BE REQUIRED
<br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
<br />BRACING PROVlDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
<br />~
<br />REQUIRED MINIMUM PERMANENT TRU66 BRACING PLAN (L "-
<br />AS PER HIS 91 SCALE: N.T.e.. \!:V
<br />
<br />~TOP & BOTTOM CORD
<br />GABLE END BRACiNG @
<br />4'-On O.C. MAX. FOR
<br />FIRST (4) ROWS OF TRUSSES
<br />
<br />-
<br />
<br />.~
<br />,
<br />
<br />6CALE: N.T.6.
<br />
<br />I 1 \
<br />, S3 J
<br />
<br />UPLIFT CONNECTIONS - HIP FRAMING
<br />* USE SIMPSON META20 (OR BETTER) CONNECTORS
<br />(OR EQUAL) @ MASONRY OR SIMPSON HlO (OR EQUAL)
<br />CONNECTORS @ FRAME WALLS & SIMPSON H5
<br />@ HIP JACK TO FRAME WALLS.
<br />
<br />SCALE: N.T.o.
<br />
<br />~.
<br />\!:V
<br />
<br />1/2"~ ANCHOR BOLT @ 48" O.C.
<br />MINIMUM 6" FROM PLATE SPLICES
<br />W/ 3/16"x2"\ll PLATE WASHER
<br />
<br />SECTION
<br />
<br />SECTION
<br />
<br />~-."~
<br />
<br />PRE-ENGINEERE~ '
<br />WOOD TRUSSES \
<br />:'>
<br />
<br />OVERLAP TRU&6 eRACINU
<br />A T LEAST 1WO TRUSS SPACES
<br />
<br />~.
<br />
<br />OVERLAP
<br />
<br />2x4 "T" BLOCKING ~ ~ ...
<br />2x4 BLOCKING @ 48" O. C.~ ~~-
<br />
<br />"L" BRACE 1- : ~ 16d
<br />ATTACHED WI 10d NAILS .-~ _
<br />@ 4" O.C. TYPICAL --=----=:~~ ~ V-
<br />
<br />
<br />...- .......
<br />
<br />
<br />GABLE TRUSS WE~
<br />DOUBLE ILl BRACING DETAIL I
<br />\
<br />
<br />...:'tN
<br />(<\
<br />.,... .
<br />
<br />SEE STRUCllJRAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL \
<br />
<br />rBACKNAIL W/ (2) 16d NAILS
<br />/ 2"x4" OUTLOOKER @ 24" olC
<br />7/8- STUCCO FlN1SH PER ASN C. 926 I \ . r
<br />APPLY 3 LAYERS W/ 70TAL 1l11CKNESS 7/8' + IX A f [)3
<br />OVER METAl LAll1. FIRST 2 V\YERS 3/8" ~N 7/1l
<br />llilCK EACH. 3RD LAYER 1/8, THICK. I .'\..... /L A'1 I
<br />
<br />. TOP CORD BlOCKING FOR FIRST FOUR RO;~ I IMPSON H10 OR EQUAL
<br />Of' !RUSS S @ EDGES Of SHEATHING TYPICAL I @ EA. OUn..OOKER
<br />2"x4" CROSS BRACE I" I
<br />AT RIDGE FAS1ENED 4- MAX.~
<br />AT EACH JOINT WI I rL" BRACE TO EXTEND AT LEAST
<br />(2) 10dx3" )..- 90% OF \\ES LENGTH (SEE TABLE)
<br />I ~ABLE TRUSS
<br />I / 1/2" CDX PLYWOOD OR 7/16"
<br />I ~OSB SHEAmlNG ATTACHED W/10d
<br />NAILS @ 6' O.C. EDGES AND 12" e.c.
<br />I FlELD
<br />~ I /(2) 16d NAILS
<br />/ /~IMPSON HGA1Q @ 36" O.C.
<br />~rx4" "T" ON TOP OF PANEL
<br />I I~ qp-BLOCK1NG, FASTEN WITH
<br />~ 10dx3" @ 4" O/C
<br />llJD WALL (SEE TYP. SEC.)
<br />
<br />NAIL
<br />
<br />.,D
<br />~+-"
<br />
<br />:[2
<br />
<br />
<br />-..t--.
<br />fr
<br />
<br />(2) 2" x 4" LAMINA 1l0NS W / (1) ROW
<br />OF STAGGERED 10d COMMON WIRE NAiLS
<br />(0 = 0.14-8", L = 3") OR EQUAL
<br />
<br />~
<br />~ I
<br />A ;:l'
<br />
<br />~
<br />
<br />'II:
<br />
<br />~
<br />
<br />6CALE: N.T.o.
<br />
<br />E; \
<br />53 8
<br />
<br />. ~.~~
<br />t~
<br />is
<br />
<br />(3) 2" x 4" LAMINATIONS W/ (1) ROW
<br />OF STAGGERED 30d COMMON 'MRE NAilS
<br />(0 = 0.207". L = 4 1/2") OR EQUAL
<br />
<br />--
<br />
<br />~~
<br />
<br />\'
<br />
<br />I'
<br />
<br />2"x4" PANEL LOCKING @ 48 C
<br />FOR n1E FIRST (4) ROWS OF TRU
<br />FROM EA. END TYP. TOP & BOTTO
<br />ATTACH~DI fl (2) 16-d TOE~AILS
<br />
<br />
<br />t ~ I I I M I
<br />
<br />5/8" OR 1/2" CEILING DENSE-./'
<br />GYPSUM WALL BOARD FASTENED
<br />WITH 8d COOLER NAILS OR 1 1/4" LONG -
<br />DRYWALL SCREWS COMPLYING 'Mlli I
<br />ASTM C1002 FOR FIRST 8'-0" I
<br />FROM END WALL @ 4" O/C TYPICAL
<br />J
<br />DBL S.P.F.TOP PL.A,TE
<br />
<br />.. .
<br />
<br />
<br />
<br />
<br />~M1NIMUM (2) 16d PER JO'Nr\
<br />. r ~INIMUM 2"x4" TRUSS BRACING
<br />
<br />""~
<br />
<br />-==--
<br />
<br />2x4 "T" BLOCKING . t'c
<br />2x4 BLOCKING @ 48" O.C.~ ~
<br />
<br />"L" BRACE '}.' I ~ 16d
<br />ATTACHED WI 10d NAILS - i~
<br />@ 4" O.C. TYP!CAL~ x~i
<br />
<br />---- "-
<br />
<br />
<br />GABLE TRUSS WEB~
<br />
<br />NAIL
<br />
<br />1) ADJACENT NAlLS ARE DRIVEN FROM
<br />OPPOSITE SIDES OF THE COLUMN
<br />2) ALL NAILS PENETRATE AT LEAST 3/4
<br />OF ll-!E THICKNESS OF lliE 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 />TYPICAL NAILING SCHEDULE6 FOR BUILT -up COLUMN6 ,
<br />
<br />SCALE: N.T.S. ,
<br />
<br />~
<br />
<br />NOTES:
<br />
<br />4) FOR 4-PlY, PROVlDE 1/4" DIA.
<br />x 5 1/2D LAG SCREWS OR EQUAL
<br />(SPACE AS SHOWN FOR 3-PL Y)
<br />
<br />5) FOR 5-PL Y, PROVlDE 1/4" DIA.
<br />x r LAG SCREWS OR EQUAL
<br />(SPACE AS SHOVlIN FOR 3-PL Y)
<br />6) REFER TO NOS SECllON 15.3
<br />FOR ADDlllONAL lNFORMA llON
<br />
<br />TRU&6 BRACING OvERLAP DETAIL
<br />6CALE: N. T.o.
<br />
<br />J M \
<br />~S3J
<br />
<br />-
<br />
<br />SIMPSON SP2 @
<br />EACH SllJD
<br />
<br />SINGLE ilL II BRACING DETAIL
<br />
<br />SCALE: N.T.6.
<br />
<br />(;\
<br />~
<br />
<br />B \.
<br />53 r
<br />
<br />SCALE: N.T.6.
<br />
<br />(4\
<br />\fV-
<br />
<br />~
<br />~V
<br />7 ~ ~::::---
<br />;~~/lll
<br />
<br />/",..
<br />
<br />ABLE TRUSS
<br />
<br />4
<br />63
<br />
<br />ABLE TRUSS
<br />
<br />'=-"
<br />
<br />SECTION
<br />
<br />~
<br />
<br />'~
<br />'~
<br />
<br />12
<br />
<br />~7~/
<br />
<br />",../
<br />
<br />~ ..
<br />
<br />'L" BRACE 'HI 10d @ 4" ole
<br />(SEE SCHEDULE FOR SlZE
<br />AND LOCAllON)
<br />
<br />- -
<br />
<br />I
<br />: 12" MAX.
<br />I
<br />I
<br />--{ -
<br />
<br />(;;\
<br />~
<br />
<br />'~
<br />
<br />~
<br />
<br />......
<br />~ ~
<br />
<br />'~
<br />
<br />==j
<br />i
<br />I
<br />
<br />NO (1) 2"x4" (2) 2"x4" (2) 2"x6' =4
<br />''L'' BRACE "L" BRACE "L" BRACE "L" BRACE
<br />
<br />0'0" - 4'-5" 4'-5- - 8'-0" 8'-0' - P'-O' 12'-0' - 16'. O.
<br />-
<br />24" O'-On - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0' - 14'-0'
<br />-
<br />
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />
<br />IL I 6RACING REQUI~MENT5
<br />
<br />+
<br />I
<br />
<br />(TOENAIL W/ (2) 16d NAILS
<br />10dx3" O/C @ 6" O/C TYPICAL
<br />
<br />rt)4" OUn..OOKER@24"O.C.
<br />/ W (2) 10d PER JOfNT
<br />I ' t4
<br />
<br />
<br />V". RUNNERS
<br />
<br />I
<br />
<br />f&\
<br />'{V
<br />
<br />"L" BRACE wi 10d @ 4" O.C.
<br />/ (SEE SCHEDULE FOR SIZE
<br />ND LOCAllON)
<br />
<br />~
<br />
<br />~
<br />~ I~
<br />
<br />SllJD
<br />SPACING
<br />
<br />16"
<br />
<br />~
<br />
<br />n
<br />
<br />u
<br />
<br />II
<br />
<br />II
<br />
<br />~
<br />1 ---.q
<br />
<br />[I
<br />
<br />[I
<br />
<br />[
<br />
<br />--J
<br />
<br />~~
<br />~
<br />
<br />[I "......
<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" Q/C. ·
<br />
<br />I
<br />
<br />(;;\
<br />~
<br />
<br />~ ~
<br />
<br />I . ....... ." oS ..... l . . . . . . . . . . .. ... 0 . . , . .. .. ............ ..... 0 . ... 0 'l' .. .. . .. .... ."......... ........... ............ ......... ":t:. .. .. .
<br />. . , . . . .. . .. .,.. . r . . . . . . . . . . .. It...... f . . .. .........,.. ............. .............. t.......... ......
<br />(.:.:.:.:.:.:.:.:-:.: .:.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.. :.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:-:':: '::::::,':::: :::::::::::: :::::::::::: :::::::::::. 'I'::::::::::' .::,':::::::: ::::::
<br />
<br />II
<br />
<br />II
<br />
<br />1\
<br />\
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />~
<br />
<br />f
<br />
<br />AL TERJ'lATE NON-DROP GABLE END DETAIL
<br />SCALE: N.T.6.
<br />
<br />I '-cONT. uSEARING
<br />
<br />II
<br />
<br />~~T~~OOLTW ~~
<br />
<br />H
<br />
<br />H
<br />
<br />~ n
<br />
<br />
<br />'-STUDS @ 16" O,C.
<br />SIMPSON HGA 10
<br />
<br />H
<br />
<br />t
<br />
<br />II
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HElGHT UP TO 30'-0" - SEE STRUCTURAL NOlES FOR W1ND SPEED SPECIFlCAllON
<br />
<br />$I MPSON SP 2
<br />@ EACH S1UD
<br />
<br />SCALE: N.T.6.
<br />
<br />GABLE END BRACING DET AfL
<br />MEAN WALL HElGHT UP TO 30'-0' - SEE STRVC1URAL N01ES FQ,~ WIND SPEED SPEClFlCAllON
<br />
<br />SCALE: N.T.6.
<br />
<br />o SAMUEL A. GREENBERG, P E.
<br />o Tl-lUY H. HUYNH pr:.:. ~0122
<br />o IRWIN J. 6EN&ON, P E. #49158
<br />D AU ABBAS HAKIM, P.E. ~0180
<br />
<br />'---
<br />
<br />#34245 I
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<br />~ ....
<br />.1.0
<br />I:l~
<br />;) cg
<br />. cD
<br />~'O
<br />.. a
<br />- -
<br />IJ :::I
<br />-<
<br />
<br />COSMETIC DROP CEILING FRAM1NG
<br />
<br />SEE STRUCTURAL NOTES AND NAILING'"\. (BACKNAIL WI (2) 16d NAILS
<br />SCHEDULE FOR SHEA1l1lNG DETAIL \\
<br />r2"x4" OUn..OOKER @ 24" O.C.
<br />
<br />L N N' " , · f [\J
<br />I " II ~5.:t ~ "'-SIMPSON H2.5 OR EQUAL
<br />TOP CORD BLOCKING FOR flRST FOUR RO' rt @ EA. OUTLOOKER
<br />Of TRUSSES f EDGES Of SHEATI-fINl TYPICAL i I ,/'""~X4 CONT"L" BRACE FASTENED WI
<br />; V (2) 10d ,3o@ 24" O/C. CMID HEIGHT
<br />
<br />I ,......--2X4 KICKER@ 8'-0" O/C.
<br />2"x4" CROSS BRACE ~ ~ -t
<br />AT RIDGE FASTENED I r"L" BRACE TO EXTEND AT LEAST
<br />AT. EACH JOINT WI 1/ 90% OF WEB LENGlli (SEE TABLE)
<br />II (2) 10<ix3" II I /ffrotS~~D~~R'M~ ~LO~~ING
<br />
<br />j. N t-J . ' ,\if ".(: [I ~ABLE TRUSS
<br />I ,./ J /
<br />GYPSUM WALL BOARD..../" I .......-1/2.. CDX PL YWOOO OR 7/16" ass
<br />2"x4" LEDGE (MATCH BOTTO ,.- SHEATI-fING ATTACHED WI 10d NAILS @ 6" D.C,
<br />CHORD SLO OF ADJACENT I EDGES AND 12n O.C. FlELD
<br />SC1SS0R SS)
<br />2"x4" PANEL BLOCKING @ 48" O.C.
<br />FOR THE FIRST (4) ROWS OF TRUSSES
<br />FROM EA. END TYP. BOTTOM CORD
<br />ATTACHED W/ (2) 16-d TOENAILS
<br />
<br />-~ GABLE TRUSS
<br />I _ ~TRUSS VER~CAL
<br />
<br />
<br />..s-- -~ --
<br />l---~~ - - (2) 2"xS" "L" BRACE FASTENED
<br />~.z::::; WITH (3) 16d PER SIDE
<br />" DIAPHRAGM BLOCKING
<br />-"4-@ 48" Olc
<br />
<br />ffi REVISED 08-15-03
<br />ill CREATED 01-02-02
<br />
<br />TO Tl-4E eEeT OF TI-iE ENG;INEER'e KNou..LEDUE AND BEL.iEF, THE
<br />eTRUCTURAL PLANS AND SPECiFICArlON6 COMPL'( WITH Tl-E
<br />FLORIDA 6UILDING CODE, &ECT!ON !6>~ FOR \20 MA-I 3 0ECONO
<br />GUST, EXPO$URE '8' WIND ZONE (Z~iZ'1 EDITION).
<br />Tl-t!e DRAU)!NG AND DE$[GN t$ VALID FOR 12 MONT~-t6 AFTER '~~j
<br />DAre IT Ie e!~\lED AN.D eEALED.
<br />elGNED AND &CALED FOR TI-IE $TRUCTU~ PORTfON OF Tl-l!&
<br />DRAWING; OI\IL Y.
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<br />SCiSSOR TRUSS
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<br />2X4 BRACING @ 48" O.C.
<br />CONll,~UOUS TO F1XED LOCAllON
<br />ATTACHED w/ 2-10d @ EA. TRUSS
<br />(NOTE; BRACING MAY BE PLACED ON ElmER
<br />TOP OR BOlTOM OF TI-fE sonOM CORD)
<br />
<br />r
<br />
<br />D E DANSCO
<br />ENGlINEERING, FA"
<br />P.o. BOX 3400 - APOL1.0 6EAC+4 - R..ORJDA ~ 3~1'2 ~
<br />e6 := ~TI1E~~~N~: Df~~~E HE ,~INT ~~ ; D~~~G~;:, ~~:'E ~
<br />
<br />~CUENT ON mls PRD.f:CT. NoIY REPRODUCTiON OR U)jAU:11ORIZED USE ,S PROHI31n.:o, - 2003 i
<br />
<br />
<br />I
<br />~
<br />DRAllN BV. ~
<br />N:/BLOCKS/STD 2001
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<br />2)(4 LEDGER
<br />
<br />-
<br />
<br />\~ruDS @ 16" O.C.
<br />
<br />SCISSOR TRUSS WI DROP CEILING BRACING DETAIL
<br />MEAN WALL HElCHT UP TO 30'-0" - SEE S1RUC1URAL NOTES FOR WIND SPEED SPEClflCA1iON 6CALE~ NT6
<br />
<br />~~
<br />Ih~
<br />I.J "'-'
<br />2"x6" P.T. SILLJ / T T
<br />1/2"~ ANCHOR BOLT @ 48" O.C.~ lLll
<br />tr:- cr
<br />
<br />~OISTURE BARRIER
<br />
<br />SiMPSON HETA20 OR EQUAL
<br />@ 6'-0" O.C. TYPICAL
<br />ALTERNATE SIMPSON LSTA18
<br />STRAIGHT STRAP @ 4'-0" OIC
<br />ALIGNED WlTI1 GABLE WEB.
<br />ATTACH TO TRUSS W/7-lOdxl 1/2"
<br />AND TO MASONRY WI (3)
<br />3/16"x 2 1/4" TAPCONS.
<br />
<br />AS PER HIS 91
<br />
<br />SCALE, N.T.$. GD-
<br />
<br />120 MPH
<br />3 SEC. GUST
<br />
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<br />6CI560R GABLE IITI BRACE
<br />
<br />~
<br />
<br />6EAJ..~
<br />\ 6CALE NOTED
<br />DATE 1/2/02
<br />TRUSe 6RACING DET AILe AND Nore6
<br />
<br />LENNAR ~ME5
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<br />
<br />TAMPA Dlvfet~
<br />
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0. - SEE STRUCTURAL NOTES FOR 'NiNO SPEED SPECIFICAnON SCALE: N.T.6.
<br />
<br />5ECTfON
<br />
<br />SCALE: N.T.6.
<br />
<br />12\
<br />, S3 l'
<br />
<br />---=-
<br />
<br />"-
<br />
<br />\...
<br />
<br />DE Joe NO. PM - 5021
<br />
<br />53_ _/
<br />
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