|
<br />)
<br />
<br />~J ~l
<br />/ /' SCISSOR TRUSS
<br />"",- I"- "'- /'
<br />/'
<br />,,"'- /' ..- ;/
<br />
<br />/' "'-/' /' 24" O.C. ON TOP OF BOTTOM
<br />/' /' ~ "'- "'- CHORD FOR (4) TRUSS SPANS
<br />/' /' /' /' "'- "'- ~ A TT AC H ED W / 2 - 1 6 d @ EAC C
<br />/' /' /' /v "'- TRUSS JOINT
<br />/' /' ~ "-
<br />/' "'-
<br />/' "'-
<br />/' " 2" x 4" BLOCKING END NAILED
<br />v~ W/ 2-16d @ 24" O.C. (MAX.)
<br />Ilr~^
<br />
<br />~lcr ~I--- 2" X 4" BLOCKING (TURNED
<br />.,' FLAT) NAILED TO TOP PLATE
<br />.. W/ ~-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 />l---
<br />
<br />SCISSOR TRUSS_________
<br />
<br />I-
<br />Z
<br />(3
<br />'J
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />I S5 FOR X-BRACING, AND TOP
<br />I CHORD BLOCKING INFORMATION
<br />
<br />
<br />f/ //
<br />. /
<br />/ /
<br />/ / 1/4" TO 1 /2" GAP BETWEEN
<br />// / TOP PLATE & TRUSS
<br />/ /
<br />/ /
<br />Ix // ~bM:~~l~~b.~< 8-
<br />I..-kr
<br />-><~
<br />II ~ WOOD FRAME EXT. WALL
<br />
<br />, . ~ SIMPSON SP2 @
<br />EVERY OTHER STUD
<br />
<br />"-
<br />"'-
<br />
<br />~
<br />
<br />a::
<br />~
<br />o
<br />o
<br />o
<br />o
<br />5:
<br />-J
<br />0...
<br />0...
<br /><(
<br />-J
<br />
<br />;:;--;
<br />
<br />1/4" TO 1 /2" GAP BETWEEN
<br />TOP PLATE & TRUSS
<br />
<br />..-f-
<br />I ~ '----r--- SIMPSON A44 W/ 8-
<br />~ 10d @ EACH TRUSS
<br />C --------I---- WOOD FRAME EXT. WALL
<br />
<br />~---- SIMPSON SP2 @
<br />" EVERY OTH ER STU D
<br />
<br />~ L..----
<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 />~ ~ 2x8 STUDS AT 16" O.C.
<br />
<br />,
<br />
<br />MASONRY WALL (DESIGNED AS CANTILEVERED)-
<br />
<br />tv-- V SIMPSON SPl @
<br />..- /\j / EVERY OTHER STUD
<br />
<br />:-:V K.O. BLOCK W/ (1)
<br />~ #5 CONT. & FILLED
<br />[] ~
<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 />;= = I ~ 1" x 2" P.T. FURRING STRIP
<br />l-
<br />f-- -
<br />f- -
<br />f-- -
<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 />~ xi'-- 1/2" NOMINAL PLYWOOD OR
<br />:i O.S.B. NAILED W/ 8d NAILS @
<br />..- / cr 4" O.C. BOUNDARIES, 6" O,C.
<br />~ .. ~ EDGES, & 12" O.C. FIELD
<br />
<br />SIMPSON SPl @
<br />EVERY OTHER STUD
<br />
<br />---i I-
<br />
<br />x
<br /><(
<br />::E
<br />
<br />.",.
<br />
<br />1 /2" NOMINAL PLYWOOD OR O.S.B.--------- ..-
<br />NAILED W/ 8d NAILS @ 4" O.C. I tv--
<br />BOU~~DARIES, 6" O.C. EDGES, ..- V'\j
<br />& 12" O.C, FIELD
<br />
<br />.
<br />o
<br />I
<br />i.n
<br />
<br />~ 2x8 STUDS AT 16" O.C.
<br />
<br />~ ---- SI~~PSON SPl @
<br />.- ~ .----------- EVERY OTHER STUD
<br />
<br />.. ______v- K.O. BLOCK W / (1)
<br />-------, #5 CONT, & FILLED
<br />--' 1-___
<br />~"1 ~ ~
<br />
<br />~:= ~ 1/2" DIA. x 8" "J" BOLT @
<br />= := 48" O,C. W/ 2" DIA. x 3/16"
<br />I- PLATE WASHER (TYPICAL)
<br />---= E~
<br />~ 1" x 2" P,T. FURRING STRIP
<br />
<br />-
<br />
<br />---i"'i~~
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />K.O. BLOCK W / (1)
<br />#5 CONT. & FILLED
<br />
<br />MASONRY WALL (DESIGNED AS
<br />
<br />-
<br />-
<br />-
<br />I-
<br />CANTILEVERED) -------- F
<br />
<br />l-
<br />f-
<br />l-
<br />I-
<br />
<br />-
<br />-
<br />-
<br />-
<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 />f-
<br />f-
<br />I-
<br />-
<br />
<br />-
<br />-
<br />-
<br />f-
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />1" x 2" P.T. FURRING STRIP
<br />
<br />-
<br />-
<br />-
<br />-
<br />-
<br />
<br />l-
<br />I-
<br />~
<br />l-
<br />I-
<br />
<br />~l{bV
<br />
<br />~~/..-
<br />
<br />~~ASOI\jRY WALL (DESIGNED AS CANTILEVERED)-
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />l-
<br />I-
<br />I-
<br />~
<br />
<br />NON-BEARING EXT. KNEE-WALL f6\
<br />51::..f
<br />SCALE: 3/4' = 1'-0' ~
<br />
<br />-=-
<br />
<br />NON-BEARING EXT. KNEE-WALL r C '\
<br />SCALE: 3/4' = 1'-0' ~
<br />
<br />E~t/"-
<br />
<br />~
<br />
<br />NON-BEARING EXT. KNEE-WALL r A \
<br />SCALE: 3/4' = 1'-0' ~
<br />
<br />:.>
<br />:l!:
<br />~
<br />
<br />2 x 4 @ 24" O.C.
<br />
<br />2 x 4 PANEL BLOCKING @ 48" O.C,
<br />ATTACHED W/ (2) 16d TOENAILS
<br />INTO BOTTOM CHORD,
<br />
<br />-1
<br />
<br />I~HERIOR HIP VAULT; -
<br />6: 12 SLOPE CENTER
<br />AND 3: 12 SLOPE SLIDES.
<br />
<br />~
<br />~
<br />
<br />~
<br />II l/-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 l/-GABLE TRUSS
<br />
<br />:$
<br />I V-"L" BRACE TO EXTEND AT LEAST
<br />Y 90% OF WEB LENGTH (SEE TABLE BELOW)
<br />!$
<br />I
<br />X I
<br />~ @ V10d x 3" @ 3" O/C THROUGH
<br />J ~ CHORD INTO 2" x 6" P.T. PLATE
<br />5/8" OR 1/2" CEILING DENSE ~k IV V- PLACE SHEATHING
<br />GYPSUM WALL BOARD FASTENED .. 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 I- 1-'''"-- USP LTPA @ 48" O/C (TYP.)
<br />I- l-
<br />I- I-
<br />1/2" DIA, BOLT @ 24" O,C, I- r-
<br />MINIMUM 6" FROM PLATE SPLICES
<br />W/ 3/16" x 2" DrA. PLATE WASHER
<br />
<br />24' MAX
<br />
<br />~1
<br />1
<br />
<br />/
<br />/
<br />~ "'- / ~r-
<br />,,/ T WOOD TRUSSES
<br />
<br />
<br />SIMPSON A34 CONNECTOR !/:'>"X'-/ r-2x4 R~T RUN BRACING
<br />W/4-8d x 1 1 \2" INTO BLOCKING"" ~^ "'- "'- " '1)'/ AT 24 O.C. ON TOP OF
<br />() /" /" '\. / "'- BOTT. CHORD FOR 4
<br />& 2 3 16 xl 3 4 TAPCONS INTO ^" )< TRUSS SPANS ATTACHED
<br />PRECAST (NOTE: MAINTAIN MIN. """,/ W/ 2 - 16d AT EA. TRUSS
<br />1 7/8" EDGE DIST. ON PRECAST) X '"'- ~ 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 />I- -
<br />WB W/ 1 3/8" DRYWALL NAILS OR 1-_
<br />DRYWALL SCREWS 7" O/C CEILING ~ =~ARCHITECTURAL FINISH
<br />& 8" O/C WALLS -=LJ~,-
<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 />"
<br />
<br />IX
<br />
<br />r2X4
<br />
<br />
<br />/
<br />
<br />OUTLOOKER @ 24" O.C,
<br />
<br />WOOD TRUSSES
<br />
<br />8d @ 6"0/C
<br />II 2 x 4 BLOCKI~~G W/(2) 10d TOE
<br />/ (NAILS @ EACH END @ 24" O/C (TYP)
<br />
<br />i,BRACING W/(3) 10d x 3"
<br />/ @ EACH CONN. @ 24" O/C
<br />
<br />1)\ 1 /I'x I) IX
<br />
<br />2 x 4 CROSS BRACE
<br />AT RIDGE FASTENED
<br />AT EACH JOINT w/
<br />(2) 10d x 3"
<br />
<br />/,"45>OMIN
<br />
<br />~ ~ '- Ix \ ~ X ,X I
<br />
<br />~ --~ TOP CORD BLOCKING FOR FIRST FOUR ROWS....!
<br />~ ~L---~~ __F TRUSSES@EDGESOFSHEATHINGTYPICAL
<br />TOENAIL w/ (2) 16d NAILS 2 x 4 "T" ON TOP OF PANEL
<br />~v~ II ____.... BLOCKIN9" FAST-EN WITH
<br />..........,..T I I ~ -.............. I I I I I 10d x 3 @ 4 O/C
<br />yrr' , ~1'1 ' '~~I'/~
<br />"-45>oMIN I ~.~
<br />
<br />SIMPSON H 10 OR EQUAL~
<br />@ EA. OUTLOOKER \
<br />
<br />END
<br />
<br />~7
<br />
<br />I'x
<br />
<br />~7
<br />I)
<br />
<br />CEILING _
<br />RIDGE
<br />
<br />IX
<br />::::
<br />
<br />2 x 6 P .T.
<br />SILL
<br />
<br />~
<br />
<br />a..
<br />n :c:
<br />>>
<br />>> >-
<br />::\.l .a
<br />::\.l ..>C
<br />..r lJ:)
<br />.. c>>
<br />~ '0
<br />:1:0 0
<br />n ='
<br />...<
<br />
<br />)
<br />
<br />\rx ;;] ~
<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 />
<br />~ MASONRY WALL
<br />.--- 4,2R INSULATION
<br />
<br />EXT. WALL CONN. ~
<br />NON - LOAD BEARING LOCATION I
<br />
<br />REFER TO DETAIL A/51 FOR MORE INFO. SCALE: 3/4' = 1'-0'-'
<br />
<br />D \
<br />55 J
<br />
<br />D ....
<br />... 0
<br />-
<br />-
<br />o ,
<br />::>
<br /><.?
<br />'C .
<br />c>> .
<br />:I:
<br />a~
<br />.
<br />\0 ~
<br />. co
<br />.0 c>>
<br />;Q 0
<br />- -
<br />>- >
<br />...J c>>
<br />- -a
<br />
<br />~N
<br />.L.. -
<br />, ....J
<br />J.J~
<br />...J ,
<br />:!)a..
<br />z: :c:
<br />;Q -a
<br />~~
<br />J.. .:.c
<br />:f ~
<br />- a..
<br />.... ,
<br />x -
<br />~....
<br />Z C!>
<br />Z -
<br />J.J :.
<br />...J c>>
<br />- :x:
<br />...
<br />~
<br />>> <.9
<br />::\.l $
<br />ac
<br />::;)
<br />- ....
<br />
<br />S,MPSor~ 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 />/ .,
<br />
<br />'L I BRACING REQUlREMENT6
<br />
<br />EXT. WALL CONN. ~
<br />NON - LOAD BEARING LOCATION i
<br />
<br />REFER TO DETAIL A/SI FOR MORE iNFO. N.T.S. ,
<br />
<br />~
<br />
<br />AL T.
<br />E\
<br />5'57
<br />
<br />""'=='"
<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. t:34245
<br />D TI--IUY ~. ~UYN~, P.E. #60122
<br />D IRWIN J. BENSON, P.E. -4<j158
<br />D All ABBAS ~AKIM, P.E. 'Sb 18b
<br />
<br />LATERAL CAPACITY
<br />(157 PLF) .....=45~-65~
<br />
<br />I"
<br />
<br />D E DANSCO
<br />
<br />ENGINEERING, FA"
<br />
<br />p.o. eox 3400 - APOllO eEACA4 - FLORIDA - 33&12
<br />R-K:JNE - (813) 640 fZ>166 PAX - (813) 640 ~~
<br />ED .AtLIA\ f(\ l11ESE DRAWlNGS AND DESIGNS ARE l11E JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND l11E
<br />-' ...,..., - ~CUENT ON 111IS PROJECT ANY REPRODUCTION OR UNAU1110RIZED USE IS PROHIBITED. - 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 GABLE.
<br />2) "L" BRi\CE TO BE FASTENED TO GABLE STUD WITH
<br />10dx3" NAILS @ 4" O/C.
<br />
<br />~
<br />
<br />ffi CREATED 01-02-02
<br />120 MPH
<br />3 SEe, GUST
<br />
<br />GABLE END DETAIL AT !-tIP v AUL T j
<br />I
<br />SCALE: N.T.S.
<br />
<br />F
<br />55
<br />
<br />-=
<br />
<br />TO TI4E BEST OF TI4E ENGINEER'S KNOll.LED6E AND BELIEF, TI-lE
<br />6TRUCTURAL PLANe AND ePECIFICATION6 COMPLY UJITI4 TI-lE
<br />FLORIDA I3UILDING CODE, SECTION 1606 FOR 120 MPI-i 3 SECOND
<br />GU6T, EXPOeLIRE 'B' UJIND lONE (2001 EDITION).
<br />TI4IS DRAWING AND DESIGN IS vALID FOR 12 MONT146 AFTER TI4E
<br />DATE IT Ie elGNED AND OEALED.
<br />SIGNED AND 6EALED FOR TI-lE eTRUCTURAL PORTrON OF TI4IS
<br />DRAWING ONLY.
<br />
<br />6EA1. "\ ecALE NOlCD
<br />DATE In/02
<br />
<br />LENNAR ~OME5
<br />
<br />TAMPA Dlvl610N
<br />
<br />DRAUN B.v.
<br />N:/BLOCKS/STD 2001
<br />
<br />;Q c>>
<br />- ~
<br />;Q c::
<br />:':::a
<br />~-;;;
<br />...J c>>
<br />:co
<br />-
<br />.. a..
<br />;r;::c
<br />
<br />"
<br />
<br />FRAMING CONNECT/ONe ti) EXT" WALL5
<br />
<br />\..
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />eo
<br />
<br />~
<br />
|