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<br />SCISSOR TRUSS
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<br />IX //
<br />
<br />/ /
<br />/ /
<br />/
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<br />1/4" TO 1 /2" GAP BETWEEN
<br />TOP PLATE & TRUSS
<br />
<br />~J ~J
<br />
<br />
<br />
<br />
<br />~" " /. 2" x 4" RAT RUN BRACING@
<br />___ "---"/ /,24" O.C. ON TOP OF BOTTOM
<br />,./,./ ~ "" CHORD FOR (4) TRUSS SPANS
<br />v ,./ ,./ " " ~ '" A TT A C H ED W / 2 - 1 6 d @ EA C C
<br />,./ ,./,./ /" TRUSS JOINT
<br />--- --- " "
<br />,./ "-
<br />/' "
<br />
<br />/ " 2" x 4" BLOCKING END NAILED
<br />).A-- W/ 2-16d @ 24" O.C. (MAX.)
<br />III --
<br />
<br />~l ~t--- 2" X 4" BLOCKING (TURNED
<br />.,' FLAT; NAILED TO TOP PLATE
<br />'" W/ 5-10d NAILS
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />S3.1 FOR X-BRACING, AND TOP
<br />CHORD BLOCKING INFORMATION
<br />
<br />1----
<br />
<br />~v SCISSOR TRUSS
<br />REFER TO SECTION 1 A ON SHEET
<br />S5 FOR X-BRACING, AND TOP
<br />) CHORD BLOCKING INFORMATION
<br />
<br />"
<br />"
<br />
<br />TRUSS
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<br />SIMPSON A44 W / 8-
<br />10d @ 48" O.C.
<br />:t<l
<br />( ~ WOOD FRAME EXT. WALL
<br />" ~ SIMPSON SP2 @
<br />EVERY OTH ER STU D
<br />
<br />x
<br />
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<br />
<br />1/4" TO 1 /2" GAP BETWEEN
<br />TOP PLATE & TRUSS
<br />
<br />...-t--- ____________
<br />~ -I---- SIMPSON A44 W/ 8-
<br />~ 10d @ EACH TRUSS
<br />l -------------- WOOD FRAME EXT. WALL
<br />
<br />---------------, -- S IMP SON S P 2 @
<br />" EVERY OTHER STUD
<br />
<br />1/2" NOMINAL PLYWOOD OR
<br />O.S.B. NAILED W/ 8d NAILS @
<br />4" O.C. BOUNDARIES, 6" O.C.
<br />~ EDGES, & 12" O.C. FIELD
<br />
<br />lr ~ 2x8 STUDS AT 1 6" O.C.
<br />
<br />______ f.,.---
<br />
<br />"
<br />
<br />--{-' --- SIMPSON SPl @
<br />..-- -(; ~ EVERY OTHER STUD
<br />.. __--- K.O. BLOCK W/ (1)
<br />~ ---. #5 CONT. & FILLED
<br />c- tV
<br />H~Y. ~
<br />~ = I ~ 1/2" DIA. x 8" "J" BOLT @
<br />~ = 48" O.C. W/ 2" DIA. x 3/16"
<br />r- - PLATE WASHER (TYPICAL)
<br />~~ ~~ 1"
<br />I ~ x 2" P.T. FURRING STRIP
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<br />f- -
<br />f- -
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<br />-
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<br />~ 1/2" DIA. x 8" "J" BOLT @
<br />t: 48" O.C. W/ 2" DIA. x 3/16"
<br />f- PLATE WASHER (TYPICAL)
<br />r-
<br />~ ~ 1" x 2" P.T. FURRING STRIP
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<br />~ WOOD FRAME EXT. WALL
<br />
<br />~ SIMPSON SP2 @
<br />~ EVERY OTHER STUD
<br />
<br />~ lr ~"---. 2x8 STUDS AT 16" O.C.
<br />
<br />tv-- x "-- 1 / 2 " NOM I N ALP L YW 00 D 0 R
<br />..-- IV ~ O.S.B. NAILED W/ 8d NAILS @
<br />/ b 4" O.C. BOUNDARIES, 6" O.C.
<br />'. ~ EDGES, & 12" O.C. FIELD
<br />
<br />SIMPSON SP 1 @
<br />EVERY OTHER STUD
<br />
<br />f---i f-
<br />th ~
<br />
<br />"'- 2x8 STUDS AT 16" O.C.
<br />
<br />f'..-.--- ~ SIMPSON SPl @
<br />..--i'J ~ ~ EVERY OTHER STUD
<br />."/K.O. BLOCK W/ (1)
<br />'-0 #5 CONT. & FILLED
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<br />--1 "i ~
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<br />
<br />1/2" NOMINAL PLYWOOD OR O.S.B.-------
<br />NAILED W/ 8d NAILS @ 4" O.C. tv-- v
<br />BOUNDARIES, 6" O.C. EDGES, ~
<br />& 12" O.C. FIELD
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<br />K.O. BLOCK W/ (1)
<br />#5 CONT. & FILLED
<br />
<br />MASONRY WALL (DESIGNED AS CANTILEVERED)-
<br />
<br />-
<br />-
<br />-
<br />-
<br />-
<br />
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<br />
<br />MASONRY WALL (DESIGNED AS
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<br />CANTILEVERED) ------ f-
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<br />1/2" DIA. x 8" "J" BOLT @
<br />48" O.C. W/ 2" DIA. x 3/16"
<br />PLATE WASHER (TYPICAL)
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<br />1" x 2" P.T. FURRING STRIP
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<br />
<br />NON-BEARING EXT. KNEE -WALL I
<br />SCALE: 3/4' . 1'-0' ,
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<br />MASONRY WALL (DESIGNED AS CANTILEVERED)-
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<br />NON-BEARING EXT. KNEE-WALL ~\
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<br />SCALE: 3/4' = 1'-0' v';./
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<br />
<br />NON-BEARING: EXT. KNEE-WALL I
<br />SCALE: 3/4' = 1'-0' \
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<br />
<br />WOOD TRUSSES
<br />8d @ 6"0/C
<br />J/ 2 x 4 BLOCKING W/(2) 10d TOE
<br />/NAILS @ EACH END @ 24" O/C (TYP)
<br />BRACING W/(3) 10d x 3"
<br />@ EACH CONN. @ 24" O/C
<br />
<br />11[\" / ~ IX
<br />
<br />24' MAX
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<br />, '.. x/ / T WOOD TRUSSES
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<br />SIMPSON A34 CONNECTOR ~.:>'..~~ I r-2x4 Rf.'T RUN BRACING
<br />W/4-8d x 1 1 \2" INTO BLOCKING"" ~",," ')/ AT 24 O.C. ON TOP OF
<br />& (2) 3/16"xl 3/4" TAPCONS INTO f'.. ./ /" BOTT. CHORD FOR 4
<br />PRECAST (NOTE: MAINTAIN MIN. ~ 0jUSl ~p~~J :TTT~fH~~USS
<br />1 7/8" EDGE DIST. ON PRECAST) IX '~,. ~ X JOINT
<br />
<br />~:- - 2x4 BLOCKING @ 24" O/C
<br />;::::: = W/ 2 - 16d TOENAILS @ EA.
<br />1 \2" HIGH STRENGTH OR 5/8" GYP. ~ ~~r----- MASONRY WALL
<br />f- -
<br />WB W/ 1 3/8" DRYWALL NAILS OR :--
<br />DRYWALL SCREWS 7" O/C CEILING ~ ~~ARCHITECTURAL FINISH
<br />& 8" O/C WALLS f-L ~-
<br />_c-_~ __
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />S3.1 FOR X-BRACING, AND TOP
<br />CHORD BLOCKING INFORMATION
<br />
<br />,...SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS
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<br />r2X4
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<br />
<br />OUTLOOKER @ 24" O.C.
<br />
<br />IL I BRACING REQUIREMENT6
<br />
<br />/"4:;,OMIN
<br />
<br />IX~ "- X \ ~ X X /
<br />
<br />~ ~ TOP CORD BLOCKING FOR FIRST FOUR ROWS J IX
<br />( ~~~~ __ OF TRUSSES@EDGESOFSHEATHING IT'PICAL ~
<br />TOENAIL W/ (2) 16d NAILS ~
<br />rr2 x 4 "T" ON TOP OF PANEL ~
<br />~~ II .____" BLOCKING, FASTEN WITH : .......-1/2" COX PLYWOOD OR 7/16" OSB
<br />......r-- ............,. I I I ~ ~ I I I I I 10d x 3" @ 4" O/C I~ SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C.
<br />R~(\ I I lx]', I I ~~11/~' ~ i EDGES AND 12" O.C. FIELD
<br />
<br />'--4:;,oMIN ~ I v-GABLE TRUSS
<br />
<br />~ !I~
<br />CEILING - X
<br />RIDGE I V-'l" BRACE TO EXTEND AT LEAST
<br />::::~ 2 x 6 P.T. ,.y 90% OF WEB LENGTH (SEE TABLE BELOW)
<br />INTERIOR HIP VAULT; - ~ SILL ~
<br />6: 12 SLOPE CENTER I
<br />AND 3: 12 SLOPE SLIDES. X I
<br />:::: -~ 10d x 3" @ 3" O/C THROUGH
<br />J V CHORD INTO 2" x 6" P.T. PLATE
<br />5/8" OR 1/2" CEILING DENSE "- IV
<br />k [,...-- PLACE SHEATHING
<br />GYPSUM WALL BOARD FASTENED .. FLUSH W/ MASONRY.
<br />WITH 8d COOLER NAILS OR 1 1/4" I' . '...
<br />LONG DRYWALL SCREWS COMPLYING ~l', ~ \.
<br />WITH ASTM C1002 FOR FIRST 8'-0" / ~ MOISTURE BARRIER.
<br />FROM END WALL @ 4" O/C IT'PICAL :- ~ ~ USP LTPA @ 48" O/C (IT'P.)
<br />:- ~
<br />f- ~
<br />1/2" DIA. BOLT @ 24" O.C. "- "-
<br />MINIMUM 6" FROM PLATE SPLICES
<br />W/ 3/16" x 2" DIA. PLATE WASHER
<br />
<br />SIMPSON H10 OR EQUAL,
<br />@ EA. OUTLOOKER \
<br />
<br />2 x 4 CROSS BRACE
<br />AT RIDGE FASTENED
<br />AT EACH JOINT W/
<br />(2) 10d x 3"
<br />
<br />END
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<br />W/4-8d x 1 1/2" INTO
<br />BLOCKlr~G & (2)
<br />3/16" DIA. x 1 3/4" TAPCONS
<br />Ir~TO BOND BEAM.(l 7/8"
<br />EDGE DIST MIN.)
<br />
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<br />___ 2 x 4 @ 24" O.c.
<br />
<br />-2 x 4 NON-STRUCTURAL
<br />FRAME KNEEWALL
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<br />~ 2 x 4 P.T.
<br />""'- MOISTURE BARRIER
<br />
<br />~ ""-BOND BEAM
<br />
<br />~ MASONRY WALL
<br />.--- 4.2R INSULATION
<br />
<br />2 x 4 PANEL BLOCKING @ 48" O.C.
<br />ATTACHED w/ (2) 16d TOENAILS
<br />INTO BOnOM CHORD.
<br />
<br />EXT. WALL CONN. -a)
<br />NON - LOAD BEARING: LOCATION 4
<br />
<br />REFER TO DETAIL AI51 FOR MORE INFO. SCALE: 3/4' = 1'-0' ,
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<br />EXT. WALL CONN. 'Gj)
<br />NON - LOAD BEARING LOCATION i E \
<br />REFER TO DETAIL AI51 FOR MORE INFO. N.T.S. \ 55 J
<br />
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<br />
<br />AL T.
<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) t'xs" #2 S,P,F, @ EACH VERTICAL AND
<br />
<br />(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />
<br />D SAMUEL A GREENBERG, P E. i3424S
<br />D T~U"( ~. ~U'YNH P.E. #60122
<br />D IRWIN J. BENSON, P.E. .4~1S8
<br />D All ABBAS ~AKIM, P E. #56186
<br />
<br />LATERAL CAPACITY
<br />(157 PLF) ~=45~ -65~
<br />
<br />r
<br />
<br />Dr DAN6CO
<br />.E.. ENGINEERING, FA.
<br />
<br />p.o. eox 3400 - AP01.1.0 BEAQ.4 - FL.ORJDA - ~~&'2
<br />~ - (el~) 645 ~166 PAX - (el~) 645 ~~
<br />E6 AII!l.I'" f(\11-IESE DRAWlNGS AND DESIGNS ARE 11-IE .KlINT PROPERrY Of DANSCO ENGINEERING. PA AND 11-IE
<br />"'f';;il' - ~CUENT ON 11-IIS PROJECT. ANY REPRODucnON OR UNAU11-IORlZED USE IS PROHIBIITD. - 2003
<br />
<br />"'"\
<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
<br />2) "L" BRACE TO BE FASTENED TO GA8LE STUD WITH
<br />10dx3" NAILS @ 4" O/C.
<br />
<br />GABLE END DETAIL A T ~IP V AUL T II
<br />j
<br />SCALE: N.T.S.
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<br />ffi CREATED 01-02-02
<br />120 MPH
<br />3 SEe, GUST
<br />
<br />GABLE.
<br />
<br />~
<br />
<br />=
<br />
<br />TO TI-lE BEeT OF TI-lE ENGINEER'e KNOUJLED6E AND BELIEF, THE
<br />eTRUCTURAL PLANe AND ePEClflCATIONe COMPL'r' WITI-l THE
<br />FLORIDA 6UILDINU CODE, eECTION 1~0~ FOR 120 MPI-l 3 5ECOND
<br />GUST, EXPOOURE '6' WIND lONE (2001 EDITION).
<br />THI5 DRAUJING AND DE51GN 15 vALID FOR 12 MONTI-l5 AFTER TI-lE
<br />DATE IT Ie elGNED AND OEALED,
<br />51GNED AND 5EALED FOR THE 5TRUCTURAL PORTION OF THle
<br />DRAWING ONL'r'.
<br />
<br />eEAL. ~ eCALE NOTCD
<br />DATE 112/02
<br />
<br />LENNAR ~OMEe
<br />
<br />TAI'1PA DlvlelON
<br />
<br />DRAUN e.v.
<br />N:/BLOCKS/STD 2001
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