|
<br />)
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />55 FOR X-BRACING, AND TOP
<br />CHORD BLOCKING INFORMATION
<br />
<br />~J ~i
<br />:~ '" / //
<br />,/ //;/
<br />><:<" /. /' 2" x 4" RAT RUN BRACING@
<br />" "/./ /,24" O.C. ON TOP OF BOTTOM
<br />././ /,,^ "" CHORD FOR (4) TRUSS SPANS
<br />/' /' ./ ./ " " i' A TT AC H ED W / 2 - 1 6 d @ EA C C
<br />./ /'./ /V" TRUSS JOINT
<br />/' /' f'. "-
<br />./ "
<br />/' "
<br />" 2" x 4" BLOCKING END NAILED
<br />iV / PJ~ W/ 2-16d @ 24" O.C. (MAX.)
<br />~ 111"-[;\
<br />
<br />~~
<br />'::><::"G --- 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 />SCISSOR TRUSS
<br />
<br />.---
<br />
<br />SCISSOR TRUSS
<br />
<br />SCISSOR TRUSS
<br />
<br />I-
<br />Z
<br />6
<br />J
<br />
<br />/ /
<br />
<br />i/ /
<br />/ /
<br />/ /
<br />/ 1/4" TO 1 /2" GAP BETWEEN
<br />// // TOP PlATE & TRUSS
<br />/ /
<br />/ /
<br />~ //
<br />
<br />SIMPSON A44 W / S-
<br />10d @ 48" O.C.
<br />1-<l
<br />
<br />
<br />~ ~ WOOD FRAME EXT. WALL
<br />
<br />
<br />.. ~ SIMPSON SP2 @
<br />EVERY OTHER STUD
<br />
<br />~
<br />~
<br />o
<br />Cl
<br />o
<br />~
<br />
<br />-l
<br />0...
<br />0...
<br /><(
<br />-l
<br />
<br />';-;
<br />
<br />1/4" TO 1 /2" GAP BETWEEN
<br />TOP PLATE & TRUSS
<br />
<br />,..-r-~ ________
<br />~ ----- SIMPSON A44 W/ S-
<br />--- ~ 10d @ EACH TRUSS
<br />l... r--- WOOD FRAME EXT. WALL
<br />--------------- SIMPSON SP2 @
<br />~ EVERY OTHER STUD
<br />
<br />I-t-- --
<br />
<br />1/2" NOMINAL PLYWOOD OR
<br />O.S.B. NAILED W/ Sd NAILS @
<br />4" O.C. BOUNDARIES, 6" O.C.
<br />~ EDGES, & 12" O.C. FIELD
<br />
<br />L-r ~ 2x8 STUDS AT 16" O.C.
<br />
<br />~
<br />
<br />MASONRY WALL (DESIGNED AS CANTILEVERED)-
<br />
<br />tv-- ~ SIMPSON SP1 @
<br />....- (\J ,( / EVERY OTH ER STU D
<br />. / K.O. BLOCK W/ (1)
<br />#5 CONT. & FILLED
<br />-1 f-
<br />-tt ~
<br />
<br />= ~ ~ 1/2" DIA. x 8" "J" BOLT @
<br />= := 4S" O.C. W/ 2" DIA. x 3/16"
<br />__ ~ PLATE WASHER (TYPICAL)
<br />- I-
<br />
<br />-- ~ ~ 1" x 2" P.T. FURRING STRIP
<br />- r-
<br />-- f-
<br />- I-
<br />- ~
<br />-- I--
<br />
<br />~ WOOD FRAME EXT. WALL
<br />
<br />~ SIMPSON SP2 @
<br />~ EVERY OTHER STUD
<br />
<br />/ ~ ~'- 2x8 STUDS AT 16" O.C.
<br />
<br />V'- x ~ 1/2" NOMINAL PLYWOOD OR
<br />.-- /\j :i O;,S.B. NAILED W/ S.d N~ILS @
<br />/ b 4 O.C. BOUNDARIE:::, 6 O.C.
<br />.: ~ EDGES, & 12" O.C. C"IELC
<br />
<br />-, SIMPSON SP1 @
<br />=,~~. EVERY OTHER ~TUD
<br />
<br />x
<br /><(
<br />:::;a;
<br />
<br />1/2" NOMINAL PLYWOOD OR O.S.B.-------------- ~
<br />NAILED W/ Sd NAILS @ 4" O.C. tv--
<br />BOUNDARIES, 6" O.C. EDGES, ---\j
<br />& 12" O.C. FIELD _
<br />tv-- .--- SIMPSON SP1 @
<br />....- j\J,,--------- EVERY OTHER STUD
<br />
<br />'cl ___~ K.O. BLOCK W/ (1)
<br />:;;. ______, #5 CONT. & FILLED
<br />I-l I- r-- '
<br />r--{'"I !!I ~
<br />
<br />:= ~ ~ 1/2" DIA. x S" "J" BOLT @
<br />:= ~ 4S" O.C. W/ 2" DIA. x 3/16"
<br />I-- I- PLATE WASHER (TYPICAL)
<br />r~ E~
<br />------ 1" x 2" P.T. FURRING STRIP
<br />
<br />:
<br />o
<br />I
<br />([)
<br />
<br />"'- 2xS STUDS AT 16" O.C.
<br />
<br />l-
<br />f-
<br />l-
<br />I-
<br />
<br />-
<br />-
<br />-
<br />--
<br />
<br />K.O. BLOCK W/ (1)
<br />#5 CONT. & FILLED
<br />
<br />-- I--
<br />-- I-
<br />-- I--
<br />-- I-
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />MASONRY WALL (DESIGNED AS CANTILEVERED) ___........ -
<br />
<br />-
<br />-
<br />l-
<br />f-
<br />
<br />f-
<br />l-
<br />f-
<br />I-
<br />
<br />-
<br />-
<br />--
<br />--
<br />-
<br />
<br />1/2" DIA. x S" "J" BOLT @
<br />4S" O.C. W/ 2" DIA. x 3/16"
<br />PLATE WASHER (TYPICAL)
<br />
<br />t--
<br />l-
<br />f-
<br />I--
<br />I-
<br />
<br />t-
<br />--
<br />-
<br />I-
<br />--
<br />
<br />-~I---
<br />__ v
<br />,...
<br />
<br />-
<br />--
<br />-
<br />--
<br />
<br />--
<br />-
<br />--
<br />--
<br />
<br />1" x 2" P.T. FURRING STRIP
<br />
<br />I- l-
<br />I-- l-
<br />I- fo-
<br />I- fo-
<br />
<br />Slft:;-
<br />
<br />-
<br />
<br />NON-BEARING EXT. KNEE-WALL (' B '\
<br />5CALE: 3/4' = 1'-0' ~
<br />
<br />I-lt_V
<br />~ ,/
<br />b---
<br />
<br />MASONRY WALL (DESIGNED AS CANTILEVERED)
<br />
<br />--=-
<br />
<br />NON-BEARING EXT. KNEE-WALL (' c '\
<br />6CALE: 3/4' :I 1'-0' ~
<br />
<br />NON-BEARING EXT. KNEE-WALL fi\
<br />6CALE: 3/4' = 1'-0' ~
<br />
<br />x
<br />
<br />r2X4 OUTLOOKER @ 24" O.C.
<br />
<br />
<br />1
<br />
<br />M
<br />1
<br />
<br />/
<br />/" )" /~r-
<br />" " / / r WOOD TRUSSES
<br />
<br />SIMPSON A34 CONNECTOR ~_:><?<~.... I .r--2x4 Rf.'T RUN BRACING
<br />W / 4-Sd x 1 1 \2" INTO BLOCKING"'" ~"~'" U / AT 24 O.C. ON TOP OF
<br />() /" /" S TO" / " B 0 TT. C H 0 R D FOR 4
<br />& 2 3 16 x 1 3 4 TAPCON IN K )< TRUSS SPANS ATTACHED
<br />PRECAST (NOTE: MAINTAIN MIN. I "" / W/ 2 - 16d AT EA. TRUSS
<br />1 7/S" EDGE DIST. ON PRECAST) X "~/' ",,--IX JOINT
<br />~ f-. f-. 2x4 BLOCKING @ 24" O/C
<br />- W/ 2 - 16d TOENAILS @ EA.
<br />1 \2" HIGH STRENGTH OR 5/S" GYP. t ~~t-- MASONRY WALL
<br />-- ~
<br />WB W/ 1 3/S" DRYWALL NAILS OR
<br />DRYWALL SCREWS 7" O/C CEILING == ~~ARCHITECTURAL FINISH
<br />& S" O/C WALLS _= t\1--
<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 />0-
<br />l?::r:
<br />D
<br />!P ,...,
<br />:>~ .0
<br />:>.I .:.c
<br />... co
<br />.. (I)
<br />:lII "0
<br />:D 0
<br />
<br />I)
<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 />IX\" / X X
<br />
<br />~ ~ ~ :..
<br />
<br />
<br />~ ____2 , 4 @ 24" O.C.
<br />
<br />", _ - 2 x 4 NON-STRUCTURAL
<br />':11"; FRAME KNEEWALL
<br />
<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 CROSS BRACE
<br />AT RIDGE FASTENED
<br />AT EACH JOINT W/
<br />(2) 10d x 3"
<br />
<br />,r450MIN
<br />
<br />X~ X \ ~,X X I
<br />
<br />~ ~TOP CORD BLOCKING FOR FIRST FOUR ROWS J
<br />( ~~~ -- OF TRUSSES@EDGESOFSHEATHINGTYPICAL
<br />TOENAIL W / (2) 16d NAILS 2 x 4 "T" ON TOP OF PANEL
<br />~ I ...___1-- ~ BLOCKING, FASTEN WITH
<br />,..,.,.. I I I ~ -.......... I I I I I I 10d x 3" @ 4" O/C
<br />
<br />rXY(-j , W 'I ' '~W '/~
<br />"-45QMIN ~~
<br />I CEILING - ~ '''''''-
<br />RIDGE ~
<br />
<br />2 x 4 PANEL BLOCKING @ 48" O.C. J
<br />ATTACHED W/ (2) 16d TOENAILS
<br />INTO BOTTOM CHORD.
<br />
<br />SIMPSON H 10 OR EQUAL"\.
<br />@ EA. OUTLOOKER \
<br />
<br />:.>
<br />x:
<br />:::a
<br />
<br />INTERIOR HIP VAULT; -
<br />6: 12 SLOPE CENTER
<br />AND 3: 12 SLOPE SLIDES.
<br />
<br />x
<br />- 24' MAX
<br />E$
<br />: ,......-1/2" COX PLYWOOD OR 7/16" OSB
<br />I~ SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C.
<br />~ EDGES AND 12" O.C. FIELD
<br />I
<br />I .......--GABLE TRUSS
<br />
<br />:$
<br />I r"L" BRACE TO EXTEND AT LEAST
<br />J' 90% OF WEB LENGTH (SEE TABLE BELOW)
<br />j'$
<br />I
<br />I
<br />I_J~ r 10d x 3" @ 3" O/C THROUGH
<br />/ CHORD INTO 2" x 6" P.T. Pu\TE
<br />
<br />~ Y.,.,.,-- 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 /~ \.- MOISTURE BARRIER.
<br />WITH ASTM C 1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" O/C TYPICAL c- 1--...... USP LTPA @ 48" O/C (TYP.)
<br />f- l-
<br />I- f-
<br />1/2" DIA. BOLT @ 24" O.C. f- f-
<br />MINIMUM 6" FROM PLATE SPLICES
<br />W / 3/16" x 2" DIA. PLATE WASHER
<br />
<br />END
<br />
<br />...7
<br />
<br />~ 2 x 6
<br />
<br />
<br />~~ SILL
<br />
<br />P.T.
<br />
<br />.. -
<br />
<br />SIMPSON A34
<br />W/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~
<br />
<br />EXT. WALL CONN. ~ -=-
<br />NON - LOAD BEARING LOCATION (' D \
<br />
<br />REFER TO DETAil A/51 FOR MORE INFO. 5CALE: 3/4' = 1'-0' ~
<br />
<br />l? ='
<br />-<
<br />o ....
<br />- 0
<br />-
<br />-
<br />to) ,
<br />:;)
<br />(7)
<br />o .
<br />(I) .
<br />!B
<br />
<br />a~
<br />:IS
<br />CI ~
<br />. co
<br />D (I)
<br />;" to)
<br />- -
<br />>- >
<br />....I (I)
<br />-. "0
<br />~N
<br />~ -
<br />, ~
<br />.u~
<br />....I ,
<br />~a..
<br />z::c
<br />;" "0
<br /><~
<br />~~
<br />- 0-
<br />- ,
<br />~::::
<br />Z <D
<br />Z -
<br />JJ 31
<br />....I <D
<br />- ::r:
<br />.-
<br />s
<br />:>> <>>
<br />:"oJ <>>
<br />ClI:)
<br />::::a
<br />- ....
<br />;" (I)
<br />- ..,
<br />;" c
<br />:"::a
<br />g-;
<br />....I (I)
<br />:00
<br />-
<br />.. ,,-
<br />z::z:
<br />
<br />LATERAL CAPACITY
<br />(157 PLF) ""=45~ -65~
<br />
<br />'L I 6RACING REQUlREMENT6
<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 />(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 />1 Odx3" NAILS @ 4" O/C.
<br />
<br />D SAMUEL A. GREENBERG, P E. ~4245
<br />D T~UY ~. ~UYNH P E. ~0122
<br />D IRWIN J. BENSON, P E. #4<j158
<br />D All ABBAS ~AKIM, F E. 115~ 18~
<br />
<br />REFER TO DETAil A/51 FOR MORE INFO.
<br />
<br />J\ AL T.
<br />Exr. WALL CONN. 'Gil ~ ~
<br />NON - LOAD BEARING LOCATION ( E \
<br />N.T.6. ~
<br />
<br />r
<br />
<br />D E DAN5CO
<br />
<br />eN~INeeRIN~, FA.
<br />p.o. BOX ~ - APOLLO 6EACf4 - FLORIDA - 33&12
<br />R-IONE - (813) 645 0166 FAX - (813) 645 ~~
<br />e6 ..tat"" "C\ T11ESE DRAI'I1NGS AND DESIGNS ARE T11E JOINT PROf'ERfT' OF DANSCO ENGINEERING, P.A. AND T11E
<br />~ IV \Sf WENT ON T1115 PROJECT ANY REPRODUCTION OR UNAUT110R!Z[IJ USE IS PROHIBI1ED. - 2003
<br />
<br />"
<br />
<br />GABLE END DETAIL AT ~IF VAULT n
<br />~
<br />SCALE: N.T.5.
<br />
<br />F
<br />55
<br />
<br />~
<br />f
<br />
<br />~ CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />--=--
<br />
<br />~
<br />
<br />TO TI-4E BEST OF Tl-iE ENGINEER'5 KNOWLED6E AND SELIEF, Tl-iE
<br />5TRUCTURAL PLAN5 AND 5PECIFICATION5 COMPL..,... W1Tl-4 TI4E
<br />FLORIDA elJlLDING CODE, eeCTrON 1(;0(; FOR 12lZ' MPl-4 3 eeCOND
<br />005T, EXF06URE '6' WIND ZONE (20~1 EDITION).
<br />T1415 DRAWING AND DE51GN 15 VALID FOR 12 MONTl-45 AFTER TI4E
<br />DATE IT 16 516NED AND eeALED.
<br />51Gl\lED AND 5EALED !=OR TI-4E 6TRUCTURAL PORTION OF Tl-i15
<br />DRAWING ONLY.
<br />
<br />6EAI.. "\ eCAl.E NOTED
<br />DATE 112/02
<br />
<br />LENNAR ~OMEe
<br />
<br />TAMPA DIYI61CN
<br />
<br />D~ BV.
<br />N:/BLOCKS/STD 2001
<br />
<br />"-
<br />
<br />FRAMING CONNECTION€> 6 eXT. WALLe
<br />
<br />"-
<br />
<br />DE Joe NO. PM - S~21
<br />
<br />8&
<br />
<br />~
<br />
|