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<br />SCISSOR TRUSS
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<br />~( // - SIMPSON A44 W/ 8-
<br />f-, ;. 10d @ 48" O.C.
<br />:t<1
<br />
<br />C ~ WOOD FRAME EXT. WALL
<br />.. ~ SIMPSON SP2 @
<br />EVERY OTH ER STU D
<br />
<br />/ /
<br />/ /
<br />/
<br />/
<br />1/4" TO 1 /2" GAP BETWEEN
<br />TOP PLATE & TRUSS
<br />
<br />~J ~1
<br />""'--" / SCISSOR TRUSS
<br />" " ",.
<br />"'-- "'--, /'"
<br />
<br />/
<br />"",-- ", V /'
<br />
<br />
<br />/ ,,/'" 24" O.C. ON TOP OF BOTTOM
<br />",'" ~ "'--" CHORD FOR (4) TRUSS SPANS
<br />v'" ",'" "" l'- ATTACHED W/ 2-16d @ EACC
<br />", ",'" /v" TRUSS JOINT
<br />/ ~ ~ "
<br />", I'-.
<br />",. "
<br />/'" " 2" X 4" BLOCKING END NAILED
<br />[)j_ W/ 2-16d @ 24" O.C. (MAX.)
<br />-~I^
<br />
<br />~- 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 />,..............
<br />
<br />0..; SCISSOR TRUSS
<br />REFER TO SECTION 1 A ON SHEET
<br />S5 FOR X-BRACING, AND TOP
<br />) CHORD BLOCKING INFORMATION
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<br />1/4" TO 1 /2" GAP BETWEEN
<br />TOP PLATE & TRUSS
<br />
<br />.:.-v- ______
<br />;: ~---- SIMPSON A44 W/ 8-
<br />--.~ 10d @ EACH TRUSS
<br />
<br />< ---- WOOD FRAME EXT. WALL
<br />l...
<br />
<br />'- ~- SIMPSON SP2 @
<br />, EVERY OTHER STUD
<br />
<br />~---
<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 16" O.C.
<br />
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<br />^ I I I
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<br /> ::>l<:
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<br />
<br />"'- 2x8 STUDS AT 16" O.C.
<br />
<br />tv-- ~ SIMPSON SP1 @
<br />..r (\J / / EVERY OTHER STUD
<br />
<br />:-: / K.O. BLOCK W/ (1)
<br />#5 CONT. & FILLED
<br />-1 I-
<br />---1 '1 ~
<br />
<br />= ~ ~ 1/2" DIA. x 8" "J" BOLT @
<br />= ~ 48" O.C. W/ 2" DIA. x 3/16"
<br />_ _ PLATE WASHER (TYPICAL)
<br />~ - -~
<br />== =: ~ 1" x 2" P.T. FURRING STRIP
<br />
<br />~ WOOD FRAME EXT. WALL
<br />~ SIMPSON SP2 @
<br />~ EVERY OTHER STUD
<br />~ ~ ~"--- 2x8 STUDS AT 16" O.C.
<br />tv-- x "--- 1 /2" NOMINAL PLYWOOD OR
<br />..r(l) ~ O;,S.B. NAILED W/ 8d N~ILS @
<br />/ b 4 O.C. BOUNDARIES, 6 O.C.
<br />:.: ~ EDGES, & 12" O.c. FIELD
<br />~ I- SIMPSON SP1 @
<br />t1~~ ~ EVERY OTHER STUD
<br />I-- - K.O. BLOCK W/ (1)
<br />t: = #5 CONT. & FILLED
<br />I-- -
<br />
<br />x
<br /><(
<br />:::iO
<br />
<br />"",
<br />1 /2" NOMiNAL PLYWOOD OR O.S.B,-----------
<br />NAILED W/ 8d NAILS @ 4" O.C. I Iv- v
<br />BOUNDARIES, 6" O.C. EDGES, V\j
<br />& 12" O.C. FIELD
<br />
<br />.
<br />o
<br />I
<br />Ln
<br />
<br />~ -- SIMPSON SP1 @
<br />/' .(. ~ EVERY OTHER STUD
<br />
<br />. ____-- K.O. BLOCK W/ (1)
<br />:> ------, #5 CONT. & FILLED
<br />~ f-;:::::::::'
<br />~"i ~
<br />
<br />~ ~ ~ 1/2" DIA. x 8" "J" BOLT @
<br />~ ~ 48" O.C. W/ 2" DIA. x 3/16"
<br />I- I- PLATE WASHER (TYPICAL)
<br />~~ =~
<br />- - ~ 1" x 2" P.T. FURRING STRIP
<br />t--
<br />I-- l-
<br />I-- l-
<br />I-- l-
<br />I-- I--
<br />
<br />MASONRY WALL (DESIGNED AS CANTILEVERED)-
<br />
<br />- -
<br />- -
<br />- -
<br />- -
<br />
<br />MASONRY WALL (DESIGNED AS
<br />
<br />I-- f--
<br />I-- f--
<br />I-- f-
<br />I-- f-
<br />CANTILEVERED) ----~ l-
<br />I-- f-
<br />I- f-
<br />f- f-
<br />I- f-
<br />
<br />1/2" DIA. x 8" "J" BOLT @
<br />48" O.C. W/ 2" DIA. x 3/16"
<br />PLATE WASHER (TYPICAL)
<br />
<br />- -
<br />- -
<br />- -
<br />- -
<br />
<br />
<br />Sl{/v
<br />
<br />I- -
<br />I-- -
<br />I-- -
<br />I-- -
<br />
<br />
<br />Sl{/ V
<br />
<br />1" X 2" P.T. FURRING STRIP
<br />
<br />MASONRY WALL (DESIGNED AS CANTILEVERED) - := ~
<br />- I--
<br />- I--
<br />= j\t/"""-
<br />.---=---\j
<br />
<br />-==--
<br />
<br />NON-BEARING EXT. KNEE-WALL (B '\
<br />SCALE: 3/4' = 1'-0' ~
<br />
<br />~
<br />
<br />NON-BEARING EXT. KNEE-WALL J
<br />SCALE: 3/4' = 1'-0' \
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<br />--=-
<br />
<br />NON-BEARING: EXT. KNEE-WALL j
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<br />SCALE: 3/4' = 1'-0'
<br />
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<br />5S I
<br />
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<br />
<br />WOOD TRUSSES
<br />8d @ 6"0/C
<br />/12 x 4 BLOCKING W/(2) 10d TOE
<br />/NAILS @ EACH END @ 24" O/C (TYP)
<br />
<br />BRACING W /(3) 10d x 3"
<br />@ EACH C6NN. @ 24" O/C
<br />
<br />[\1 i IX IX
<br />
<br />~ ~ ~ :..
<br />
<br />
<br />~, l.----2 , 4 @ 24" O.C.
<br />
<br />2 x 4 NON-STRUCTURAL
<br />FRAME KNEEWALL
<br />
<br />/ ." ~ 2 x 4 P.T.
<br />"'- MOISTURE BARRIER
<br />
<br />, ~BOND BEAM
<br />~ MASONRY WALL
<br />.--- 4.2R INSULATION
<br />
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<br />~
<br />
<br />~2X4 OUTLOOKER
<br />
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<br />1
<br />
<br />@ 24" O,C.
<br />
<br />" /
<br />".--- " / ~
<br />"'-- / / rr- WOOD TRUSSES
<br />
<br />SIMPSON A34 CONNECTOR I :>....X V ~2x4 RAT RUN BRACING
<br />W / 4-8d x 1 1 \2" I~HO BLOCKING~ !~;:>"",,"")V AT 24" O.C. ON TOP OF
<br />() /" /" S NTO " / " Bon. CHORD FOR 4
<br />& 2 3 16 xl 3 4 TAPCON I K )< TRUSS SPANS ATTACHED
<br />PRECAST (NOTE: MAINTAIN MIN. I "" / W/ 2 - 16d AT EA. TRUSS
<br />1 7/8" EDGE DIST. ON PRECAST) ;y "~' ~ X JOINT
<br />~ - - 2x4 BLOCKING @ 24" O/C
<br />- - W/ 2 - 16d TOENAILS @ EA.
<br />1 \2" HIGH STRENGTH OR 5/8" GYP, ~ --..~--- MASONRY WALL
<br />WB W/ 1 3/8" DRYWALL NAILS OR '--
<br />DRYWALL SCREWS 7" O/C CEILING ~ =~ARCHITECTURAL FINISH
<br />& 8" O/C WALLS _~ ~- _
<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
<br />
<br />2 x 4 CROSS BRACE
<br />AT RIDGE FASTENED
<br />AT EACH JOINT W/
<br />(2) 10d x 3"
<br />
<br />/450MIN
<br />
<br />IX~ "-- IX \ ~IX x I
<br />
<br />~ ~TOP CORD BLOCKING FOR FIRST FOUR ROWSJ
<br />C. ~~~ ~ OF TRUSSES@EDGESOFSHEATHINGTYPICAL
<br />TOENAIL W / (2) 16d NAILS /2 x 4 "1" ON TOP OF PANEL
<br />~ II ____,.---- BLOCKiNG, FASTEN WITH
<br />I I 1"""'--- ............... I I I I I I 10d x 3" @ 4" O/C
<br />IXYr-r ' M~r T ~M~
<br />'--4BoMIN ~~
<br />
<br />SIMPSON H10 OR EQUAL~
<br />@ EA. OUTLOOKER . \
<br />
<br />x
<br />
<br />24' MAX
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<br />I:>> 0
<br />.. -
<br />? ~
<br />-<
<br />
<br />\X ::110<:
<br />
<br />2 x 4 PANEL BLOCKING @ 48" O.C.
<br />ATTACHED W/ (2) 16d TOENAILS
<br />INTO BOTTOM CHORD.
<br />
<br />INTERIOR HIP VAULT; -
<br />6: 12 SLOPE CENTER
<br />AND 3: 12 SLOPE SLIDES.
<br />
<br />ij
<br />II ~1 /2" COX PLYWOOD OR 7/16" aSB
<br />I~ SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C.
<br />~ EDGES AND 12" O.C. FIELD
<br />I
<br />I V-GABLE TRUSS
<br />
<br />:~
<br />I V-"L" BRACE TO EXTEND AT LEAST
<br />J" 90% OF WEB LENGTH (SEE TABLE BELOW)
<br />Y!
<br />I
<br />I
<br />~ V10d x 3" @ 3" O/C THROUGH
<br />CHORD INTO 2" x 6" P.T. PLATE
<br />I;
<br />t:-..... V- PLACE SHEATHING
<br />GYPSUM WALL BOARD FASTENED . k . FLUSH W/ MASONRY.
<br />WITH 8d COOLER NAILS OR 1 1/4" I ~.~~J
<br />LONG DRYWALL SCREWS COMPLYING /~ "- MOISTURE BARRIER.
<br />WITH ASTM C 1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" O/C TYPICAL ~ 1-- USP LTPA @ 48" O/C (TYP.)
<br />~
<br />~
<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 />END
<br />
<br />CEILING _
<br />RIDGE
<br />
<br />x
<br />~~ 2 x 6
<br />
<br />
<br />~Q SILL
<br />
<br />P.T.
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<br />
<br />SIMPSON A34
<br />Wi 4-8d x 1 1/2" INTO
<br />BLOCKING & (2)
<br />3/16" DIA. x 1 3/4" TAPCONS
<br />INTO BOND BEAM,(1 7/8"
<br />EDGE DIST MIN.)
<br />
<br />5/8" OR 1/2" CEILING DENSE--1
<br />
<br />EXT. WALL CONN. ~
<br />NON - LOAD BEARING: LOCATION d
<br />
<br />REFER TO DETAIL A/S1 FOR MORE INFO. GCALE: 3/4' = 1'-0"
<br />
<br />D \
<br />5S 1
<br />
<br />-=-
<br />
<br />IL I 6RACING REQUlREMENT5
<br />
<br />LATERAL CAPACITY
<br />(157 PLF) "'=45~-65~
<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 />6CISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />
<br />(2) 2"xS" FULL HEIGHT @ DIAPHRAGM BLOCKING
<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 />D SAMUEL A. GREENBERG, F.E. ~4245
<br />D THUY H. HUYNH, F.E. ~0122
<br />D IRWIN J. BENSON, F.E. #4~1S8
<br />D All ABBAS HAKIM, F.E. lIS~ 18~
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<br />
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<br />AL T.
<br />EXT. WALL CONN. '0) ~
<br />NON - LOAD BEARING: LOCATION r E \
<br />REFER TO DETA.IL A./51 FOR MORE INFO, N.T.S. 5s7
<br />
<br />~
<br />
<br />,
<br />
<br />Dr D Al'l5CO
<br />.E. ENGINEERING, FA.
<br />
<br />p.o. eox ~ - APOL.L.O 6EACf4 - FlORIDA - 33&12
<br />~ - (813) 645 12>166 FAX - (813) 645 ~<a8
<br />Em. .AtllA\ r(\ THESE DRA~NGS AND DESIGNS ARE THE JOINT PROPERTY Of DANSCO ENGINEERING, P.A. AND THE
<br />.., ~!(;of \SICUENT ON THIS PROJECT ANY REPRODUCTION OR UNAUTHOR1ZED USE IS PROHIBI1ED. - 2003
<br />
<br />"'\
<br />
<br />-=--
<br />
<br />ffi CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />GABLE END DETAIL AT ~rp vAULT A
<br />SCALE: N.T.S. ~
<br />
<br />F
<br />S!?
<br />
<br />--=-
<br />
<br />TO THE 6EeT OF THE ENGINEER'S KNOWLEDGE AND 6ELIEF, THE
<br />eTRUCTURAL PLANG AND SPECIFICATIONe COMFL"( WITl-i THE
<br />FLORIDA 6UILDING CODE, QECTION 1~~~ FOR 12~ MPI-l 3 eECONP
<br />ooeT, EXPOWRE '6' WIND lONE (2~~1 EDITION).
<br />Tl4IS DRAUJIN~ AND DEGI~N IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IT [e efGNED AND OEALED.
<br />SIGl\iED AND GEALED FOR TI-lE GTRUCTURAL PORTION OF TI-lIS
<br />DRAWING ONL "(.
<br />
<br />eeAL ~ 5CAJ..E NOTED
<br />DATE 112/02
<br />
<br />LENNAR ~OMEe
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<br />N:/BLOCKS/STD 2001
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<br />FRAMING CONNECTION€> 6 EXT. WALLe
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<br />
<br />DE Joe NO. PM - 5~21
<br />
<br />65
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