|
<br />I
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />S5 FOR X-BRACING, AND TOP
<br />CHORD BLOCKING INFORMATION
<br />
<br />~J ~J
<br />
<br />/./ SCISSOR TRUSS
<br />'" '''/ ,/./
<br />," .//.--/
<br />
<br />'" ""'./ 24" O.C. ON TOP OF BOTTOM
<br />././ 'A "" CHORD FOR (4) TRUSS SPANS
<br />....v ././ "" '", ATTACHED W/ 2-16d @ EACC
<br />./ ././ /"''' TRUSS JOINT
<br />'" , "-
<br />./ f'..
<br />./ ~
<br />/'" ' 2" x 4" BLOCKING END NAILED
<br />r-- W / 2-16d @ 24" O.C. (MAX.)
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />S3.1 FOR X-BRACING, AND TOP
<br />CHORD BLOCKING INFORMATION
<br />
<br />I\..
<br />
<br />SCISSOR TRUSS
<br />
<br />.~
<br />
<br />"-
<br />"
<br />
<br />SCISSOR TRUSS
<br />
<br />f-
<br />Z
<br />C5
<br />-:>
<br />
<br />/
<br />/
<br />/ /
<br />/ /
<br />/ /
<br />/ /
<br />~ //
<br />
<br />/ /
<br />/ /
<br />/
<br />/
<br />1/4" TO 1 /2" GAP BETWEEN
<br />TOP PLATE & TRUSS
<br />
<br />~
<br />
<br />Q:::
<br />~
<br />o
<br />Cl
<br />o
<br />~
<br />
<br />-.l
<br />0...
<br />0...
<br />-<
<br />-.l
<br />
<br />SIMPSON A44 W / 8-
<br />10d @ 48" O.C.
<br />1><1
<br />.-><~
<br />l ~ WOOD FRAME EXT. WALL
<br />
<br />.. ~ SIMPSON SP2 @
<br />EVERY OTHER STUD
<br />
<br />lX
<br />
<br />I I I
<br />I:>I<
<br />>'<
<br />
<br />~
<br />
<br />
<br />
<br />~~ 2" x 4" BLOCKING (TURNED
<br />( FLAT) NAILED TO TOP PLATE
<br />[ W/ 5-10d NAILS
<br />
<br />r.-;
<br />
<br />1/4" TO 1 /2" GAP BETWEEN
<br />TOP PLATE & TRUSS
<br />
<br />-0
<br />::-- -------- SIMPSON A44 W / 8-
<br />'--- ~ 10d @ EACH TRUSS
<br />C _ ---- WOOD FRAME EXT. WALL
<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.e. BOUNDARIES, 6" O.C.
<br />~ EDGES, & 12" O.C. FIELD
<br />
<br />~ ~ 2x8 STUDS AT 16" O.C.
<br />
<br />"
<br />
<br />""- 2x8 STUDS AT 16" O.C.
<br />
<br />Ie-' ~ SIMPSON SP1 @
<br />.-- [\J / / EVERY OTHER STUD
<br />
<br />(:-:/K.O. BLOCK W/ (1)
<br />#5 CONT. & FILLED
<br />--< I--
<br />--< Lt ~
<br />
<br />= = ~ 1/2" DIA. x 8" "J" BOLT @
<br />= = 48" O.C. W/ 2" DIA. x 3/16"
<br />c- - PLATE WASHER (TYPICAL)
<br />,- = - c-
<br />= = 1" x 2" P.T. FURRING STRIP
<br />
<br />~ WOOD FRAME EXT. WALL
<br />~ SiMPSON SP2 @
<br />~ EVERY OTHER STUD
<br />~ Lr ~~ 2x8 STUDS AT 16" O.C.
<br />~ x'---- 1/2" NOMINAL PLYWOOD OR
<br />.__----'J ~ O;,S.B. NAILED W/ 8d N~ILS @
<br />/ "0 4 O.C. BOUNDARIES, 6 O.C.
<br />:.: ~ EDGES. & 12" O.C. FIELD
<br />H I- SIMPSON SP1 @
<br />:::I, ;;: ~ EVERY OTHER STUD
<br />I- c- K.O. BLOCK W / (1)
<br />~ t= #5 CONT. & FILLED
<br />f-- -
<br />
<br />x
<br />-<
<br />::::!:
<br />
<br />.,..
<br />1/2" NOMINAL PLYWOOD OR O.S.B.--------- l
<br />NAILED W / 8d NAILS @ 4" O.C. I tv'
<br />BOUNDARIES, 6" o.e. EDGES, YIJ
<br />& 12" O.C. FIELD
<br />
<br />'b
<br />I
<br />'in
<br />
<br />.......-
<br />Iv--- v-- SIMPSON SP 1 @
<br />.-- [\J'----------- EVERY OTHER STUD
<br />~
<br />:, _____v-- K.O. BLOCK w/ (1)
<br />_______, #5 CONT. & FILLED
<br />-l I-'---
<br />:~:~
<br />
<br />
<br />- -
<br />- -
<br />
<br />-
<br />-
<br />-
<br />-
<br />-
<br />
<br />-
<br />
<br />~~1"
<br />
<br />-
<br />-
<br />-
<br />-
<br />-
<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 />MASONRY WALL (DESIGNED AS CANTILEVERED)-
<br />
<br />- -
<br />- -
<br />- -
<br />- -
<br />
<br />MASONRY WALL (DESIGNED AS
<br />
<br />l-
<br />I--
<br />l-
<br />I--
<br />
<br />CANTILEVERED) ___...... ~
<br />
<br />I--
<br />I--
<br />I--
<br />I--
<br />
<br />I--
<br />l-
<br />I--
<br />I-
<br />
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />i--
<br />-
<br />-
<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 />f--
<br />c-
<br />
<br />r-~
<br />
<br />x 2" P.T. FURRING STRIP
<br />
<br />c-l,{-V
<br />- ,/
<br />"...
<br />
<br />f--
<br />f--
<br />i--
<br />f--
<br />
<br />1" x 2" P.T. FURRING STRIP
<br />
<br />~
<br />
<br />8ft/V
<br />
<br />MASONRY WALL (DESIGNED AS CANTILEVERED)-
<br />
<br />I- -
<br />I- -
<br />I- -
<br />I- -
<br />
<br />
<br />Sl{~v
<br />
<br />NON-BEARING EXT. KNEE-WALL I
<br />6CALE: 3/4' = I'-g' ,
<br />
<br />B \
<br />55 r
<br />
<br />NON-BEARING EXT. KNEE-WALL I
<br />
<br />6CALE: 3/4' = 1'-e>' ,
<br />
<br />---
<br />
<br />C\
<br />55 J
<br />
<br />NON-BEARING EXT. KNEE-WALL I
<br />6CALE: 3/4' = 1'-e>' ,
<br />
<br />A \
<br />5S I
<br />
<br />x
<br />
<br />r2X4 OUTLOOKER .@ 24" o.c.
<br />
<br />
<br />f
<br />
<br />N
<br />
<br />/
<br />,
<br />.... ,.." ,/--:::'r-
<br />, " /' / r WOOD TRUSSES
<br />
<br />SIMPSON A34 CONNECTOR ~.:><~~<"", ~2x4 R(,IT RUN BRACING
<br />W/4-8d x 1 1\2" INTO BLOCKING~ ~^",,"'~/ AT 24 O.C. ON TOP OF
<br />() /" /" S TO",/ " BOTT. CHORD FOR 4
<br />& 2 3 16 x1 3 4 TAPCON IN "" )< TRUSS SPANS ATTACHED
<br />PRECAST (NOTE: MAINTAIN MIN. '" / W/ 2 - 16d AT EA. TRUSS
<br />1 7/8" EDGE DIST. ON PRECAST) X "~/ ~ IX JOINT
<br />~ - ~ 2x4 BLOCKING @ 24" o/e
<br />'- I- W / 2 - 16d TOENAILS @ EA.
<br />1 \2" HIGH STRENGTH OR 5/8" GYP. ~ ~:"I--- MASONRY WALL
<br />WB W/ 1 3/8" DRYWALL NAILS OR
<br />DRYWALL SCREWS 7" O/C CEILING ~ =I'----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 />WOOD TRUSSES
<br />8d @ 6"0/C
<br />jj 2 x 4 BLOCKING W/(2) 10d TOE
<br />/NAILS @ EACH END @ 24" O/C (lYP)
<br />BRACING W/(3) 10d x 3"
<br />@ EACH CONN, @ 24" O/C
<br />
<br />:\," / X
<br />:..;
<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 />x~ "- X \ ~IX 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 'I" ON TOP OF PANEL
<br />~ II ______...~ BLOCKING, FASTEN WITH
<br />.,.....,... I I ~ ~ I I I I I J 10d x 3" @ 4" O/C
<br />~Yr\' , M'j · '~M'I~
<br />"--450MIN ~~
<br />~
<br />
<br />SIMPSON H10 OR EQUAL,
<br />@ EA. OUTLOOKER ,\
<br />
<br />x
<br />
<br />~
<br />
<br />INTERIOR HIP VAULT; -
<br />6: 12 SLOPE CENTER
<br />AND 3: 12 SLOPE SLIDES.
<br />
<br />24' MAX
<br />r"l$
<br />
<br />II ~1/2" COX PLYWOOD OR 7/16" OSB
<br />I", SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C.
<br />I';l; EDGES AND 12" O.C. FIELD
<br />I
<br />I ,-GABLE TRUSS
<br />
<br />:$
<br />I r''L'' BRACE TO EXTEND AT LEAST
<br />~ 90% OF WEB LENGTH (SEE TABLE BELOW)
<br />!$
<br />J
<br />I
<br />.... ~ 10d x 3" @ 3" O/C THROUGH
<br />- / CHORD INTO 2" x 6" P.T, PLATE
<br />5/8" OR 1/2" CEILING DENSE- Y
<br />~ ,..-- PLACE SHEATHING
<br />GYPSUM WALL BOARD FASTENED . < , FLUSH W/ MASONRY.
<br />WITH 8d COOLER NAILS OR 1 1/4" ~' ~:..
<br />LONG DRYWALL SCREWS COMPLYING /'~ "'- MOISTURE BARRIER.
<br />WITH ASTM C 1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" o/c TYPICAL r-I'- USP LTPA @ 48" O/C (TYP.)
<br />i-
<br />i-
<br />1/2" OIA. BOLT @ 24" O.C, i-
<br />MINIMUM 6" FROM PLATE SPLICES
<br />w/ 3/16" x 2" DIA. PLATE WASHER
<br />
<br />END
<br />
<br />1001 ,.
<br />
<br />CEILING _
<br />RIDGE
<br />
<br />)"
<br />
<br />x
<br />
<br />) '-
<br />.0
<br />-
<br />.
<br />) ,
<br />)
<br />O?
<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 />\ ::11">
<br />
<br />/ .,
<br />
<br />___2 x 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 />
<br />2 x 4 PANEL BLOCKING @ 48" O.C. --1
<br />ATTACHED W/ (2) 16d TOENAILS
<br />INTO BOTTOM CHORD,
<br />
<br />~ 2 x 6 P.T.
<br />
<br />
<br />~; SILL
<br />
<br />EXT. WALL CONN. 1il
<br />NON - LOAD BEARING LOCATION ~
<br />
<br />REFER TO DETAIL A/51 FOR MORE INFO. 6CALE: 3/4' = 1'-e>' ,
<br />
<br />~
<br />
<br />a.
<br />) x
<br />.
<br />. >-
<br />I ..0
<br />I ~
<br />. CD
<br />. CD
<br />. '0
<br />. 0
<br />. -
<br />) ~
<br />. -<
<br />
<br />D \
<br />55 I
<br />
<br />IL I BRACING REQUIREMENT€>
<br />
<br />-
<br />
<br />>>~
<br />I
<br />, ~
<br />- CD
<br />) CD
<br />) c>
<br />. >
<br />I CD
<br />. '0
<br />EN
<br />
<br />~
<br />EXT. WALL CONN. 1il
<br />NON - LOAD BEARING LOCATION I
<br />
<br />REFER TO DETAIL A/61 FOR MORE INFO. N.T.5. ,
<br />
<br />AL T.
<br />E \
<br />65 1
<br />
<br />STUD NO (1) 2nx4n (2) 2nx4n (2) 2nx6n
<br />SPACING nLn BRACE "Ln BRACE ''L'' BRACE nLn BRACE
<br />1617 0'017 - 4'-517 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0"
<br />2417 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-017 - 10'-0" 10'-017 - 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 />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/e,
<br />
<br />D SAMUEL A. GREENBERG, FE. ~4245
<br />D T~UY~. ~UYNH FE. ~0122
<br />D IRWIN J. BENSON, F.E. '4~158
<br />D All ABBAS ~AKIM, FE. ~b18b
<br />
<br />LATERAL CAPACllY
<br />(157 PLF) ""==45~-65~
<br />
<br />r
<br />
<br />D E DANSCO
<br />
<br />ENGINEERING, FA..
<br />P.o. eox ~ - APOLLO 6EACt4 - FLORIDA - 3:;&12
<br />~ - (8") 64& 0f66 FAX - (813) 64& ~~
<br />e6 AtlfA\ @111ESE DRAWINGS AND DESIGNS ME 111E JOINT PROPERTY Cf' DANSCO ENGINEERING, P.A. AND 111E
<br />....., ICioI" CUENT ON 1111S PROJECT ANY REPRODUC11ON OR UNAU1110R1ZED USE IS PROHIBITED, - 2003
<br />
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<br />
<br />GABLE END DETAIL AT ~fP VAULT ~
<br />SCALE: N.T.S. ~
<br />
<br />F
<br />55
<br />
<br />\\
<br />,
<br />
<br />ffi CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />~
<br />
<br />-=-
<br />
<br />TO TI4E BEST OF TI4E ~INEER'S KNOWLEDGE AND BELIEF, Tl-IE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPL,( WITI4 Tl-IE
<br />FLORIDA BUILDING CODE, OECTION lb0b FOR 120 MPl..j 3 5ECOND
<br />GUOT, EXP05URE '6' WIND ZONE (2001 EDITION),
<br />T1415 DRAWINu AND DE51uN 15 VALID FOR 12 MONTl..jS AFTER Tl..jE
<br />DATE IT 15 51UNED AND OEALED.
<br />51Ul\lED AND 5EALED FOR TI4E 5TRUCTURAL FORTrON OF T1415
<br />DRAJl.llNu ONLY.
<br />
<br />&CAL"\ SCAJ..E NOTED
<br />DATE Il2lm
<br />
<br />LENNAR ~OMEe
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<br />DFeAUN B.V.
<br />N:/BLOCKS/STD 2001
<br />
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<br />
<br />FRAMING CONNECTIONS s EXT.. WALLe
<br />
<br />\.
<br />
<br />DE JOB NO. PM - 5021
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