<br />)
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />S5 FOR X-BRACING, AND TOP
<br />CHORD BLOCKING INFORMATION
<br />
<br />~J ~t
<br />/ SCISSOR TRUSS
<br />" ./
<br />"'-, '.,..-./
<br />
<br />"",- .//:;/
<br />
<br />
<br />"'-/'./ 24" O.C. ON TOP OF BOTIOM
<br />././ /',,^ "'- "'- CHORD FOR (4) TRUSS SPANS
<br />v/ ././ "'-",- " ATIACHED W/ 2-16d @ EACC
<br />./ ././ // "'- TRUSS JOINT
<br />/' v ' "
<br />./ J'-.
<br />/ "'-
<br />/ ' 2" x 4" BLOCKING END NAILED
<br />~_ W/ 2-16d @ 24" O.C. (MAX.)
<br />I I ..-- II'
<br />
<br />~~
<br />~l ---- 2" x 4" BLOCKING (TURNED
<br />... FLAT) NAILED TO TOP PLATE
<br />., wi ~-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 />I _____
<br />
<br />,
<br />"'-
<br />
<br />"
<br />"'-
<br />
<br />S CIS S 0 R T R U S S _______________
<br />
<br />r-
<br />:z:
<br /><5
<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 />~
<br />~
<br />o
<br />o
<br />o
<br />o
<br />5:
<br />-J
<br />0-
<br />0-
<br /><(
<br />-J
<br />
<br />SIMPSON A44 WI 8-
<br />10d @ 48" O.C.
<br />.A<I
<br />C ~ WOOD FRAME EXT. WALL
<br />.. ~ SIMPSON SP2 @
<br />EVERY OTHER STUD
<br />
<br />x
<br />
<br />';-;
<br />
<br />1/4" TO 1 /2" GAP BETWEEN
<br />TOP PLATE & TRUSS
<br />
<br />-r
<br />I H::: ~--- 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 />l-t--' --
<br />
<br />"
<br />
<br />f--
<br />
<br />
<br />~ ~ 1" x 2" P.T. FURRING STRIP
<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 />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 />
<br />~ /' ~ SIMPSON SP1 @
<br />....- J\j /. / EVERY OTHER STUD
<br />:-: / K.O. BLOCK W/ (1)
<br />#5 CONT. & FILLED
<br />=J ~
<br />~Ct ~
<br />= ~ ~ 1/2" DIA. x 8" "J" BOLT @
<br />= ~ 48" O.C. WI 2" DIA. x 3/16"
<br />_ I- PLATE WASHER (TYPICAL)
<br />
<br />..- - f---
<br />
<br />== t ~ 1" x 2" P.T. FURRING STRIP
<br />- I-
<br />- f---
<br />- 1-'
<br />- I-
<br />
<br />~ WOOD FRAME EXT. WALL
<br />~ SIMPSON SP2 @
<br />~ EVERY OTHER STUD
<br />, ---r- ~"-- 2x8 STUDS AT 16" O.C.
<br />x"---- 1 /2" NOMINAL PLYWOOD OR
<br />....- ~ ~ O;,S.B. NAILED WI 8d N~ILS @
<br />/ '0 4 O.C. BOUNDARIES, 6 O.C.
<br />~ ~ EDGES, & 12" O.C. FIELD
<br />~ ~ SIMPSON SP1 @
<br />~~');; ~ EVERY OTHER STUD
<br />~ - K.O. BLOCK W/ (1)
<br />~ t: #5 CONT. & FILLED
<br />f--- f--
<br />
<br />"..
<br />
<br />1/2" NOMINAL PLYWOOD OR O.S.B.------------ v
<br />NAILED W/ 8d NAILS @ 4" O.C. . ~
<br />BOUNDARIES, 6" O.C. EDGES, ---\j
<br />& 12" O.C. FIELD
<br />
<br />x
<br /><(
<br />~
<br />'0
<br />I
<br />'in
<br />
<br />~ 2x8 STUDS AT 16" O.C.
<br />
<br />---r- -- SIMPSON SP1 @
<br />....- ~ ~ EVERY OTHER STUD
<br />
<br />,. _____-- K.O. BLOCK WI (1)
<br />~ ------. #5 CONT. & FILLED
<br />H ~V
<br />~"1 ~ ~
<br />
<br />I- r-
<br />r- f-.
<br />r- r-
<br />I- f--
<br />
<br />MASONRY WALL (DESIGNED AS
<br />
<br />f---
<br />~
<br />f---
<br />~
<br />
<br />CANTILEVERED) --------- ~
<br />
<br />~
<br />f---
<br />f---
<br />~
<br />
<br />f--
<br />r-
<br />f--
<br />f--
<br />I-
<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 />r-
<br />-
<br />..,.....--
<br />-
<br />-
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />f---
<br />l-
<br />I-
<br />f---
<br />
<br />r-
<br />l-
<br />I-
<br />f--
<br />
<br />~~L....-
<br />
<br />r- -
<br />f--- -
<br />f--- -
<br />f--- -
<br />
<br />Sl{/ V
<br />
<br />1" x 2" P.T. FURRING STRIP
<br />
<br />-
<br />-
<br />-
<br />r-
<br />
<br />~1ASONRY WALL (DESIGI~ED AS CANTILEVERED) - ~
<br />
<br />f--
<br />f---
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />NON-BEARING EXT. KNEE-WALL ~
<br />SCALE: 3/4' = 1'-0' ~
<br />
<br />NON-BEARING EXT. KNEE-WALL I
<br />SCALE: 3/4' = 1'-0' ,
<br />
<br />C \
<br />55 1
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />Sl{ t:; v
<br />
<br />NON-BEARING EXT. KNEE-WALL I
<br />SCALE: 3/4' '" 1'-0' \
<br />
<br />A\
<br />55J
<br />
<br />~
<br />
<br />WOOD TRUSSES
<br />
<br />8d @ 6"0/C
<br />II 2 x 4 BLOCKING W/(2) 10d TOE
<br />/ (NAILS@EACHEND@24"0/C(TYP)
<br />
<br />(,BRACING W/(3) 10d x 3"
<br />I @ EACH CONN. @ 24" O/C
<br />
<br />\ 1 /Ix
<br />
<br />t
<br />
<br />:24' MAX
<br />
<br />~l
<br />1
<br />
<br />/'
<br />/ '",- ,/~ /
<br />" / / r WOOD TRUSSES
<br />
<br />SIMPSON A34 CONNECTOR /: '>" X V ,r-2x4 Rf.lT RUN BRACING
<br />W/4-8d x 1 1\2" INTO BLOCKING"" ~"'-~"'-'jV AT 24 O.C. ON TOP OF
<br />() /" /" TO " ,/ "'- BOTI. CHORD FOR 4
<br />& 2 3 16 xl 3 4 TAPCONS IN ~ )< TRUSS SPANS ATIACHED
<br />PRECAST (NOTE: MAINTAIN MIN. '" /' WI 2 - 16d AT EA. TRUSS
<br />1 7/8" EDGE OIST. ON PRECAST) X "'~' "-- X JOINT
<br />~ = = 2x4 BLOCKING @ 24" O/C
<br />WI 2 - 16d TOENAILS @ EA.
<br />1 \2" HIGH STRENGTH OR 5/8" GYP. = ~~----- MASONRY WALL
<br />- -
<br />WB WI 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 1A 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 />x
<br />
<br />r2X4
<br />
<br />
<br />,
<br />
<br />OUTLOOKER @ 24" O.C.
<br />
<br />2 x 4 CROSS BRACE
<br />AT RIDGE FASTENED
<br />AT EACH JOINT W/
<br />(2) 10d x 3"
<br />
<br />,.,..-4BOMIN
<br />
<br />X~ "- Ix \ ~IX IX I
<br />
<br />~ I-~TOP CORD BLOCKING FOR FIRST FOUR ROWS 7
<br />( ~~~~ ~F TRUSSES@EDGESOFSHEATHINGTYPICAL
<br />TOENAIL W/ (2) 16d NAILS ,2 x 4 "T" ON TOP OF PANEL
<br />~v~ I ____~ BLOCKING, FASTEN WITH
<br />.....-1"" T I ~ ............... I I I I 10d x 3" @ 4" O/C
<br />XYr," "/' '~~1'/~
<br />"-4BoMIN ~~
<br />
<br />SIMPSON H 10 OR EQUAL~
<br />@ EA. OUTLOOKER \
<br />
<br />:~
<br />....
<br />:5
<br />
<br />2 x 4 @ 24" O.C.
<br />
<br />2 x 4 PANEL BLOCKING @ 4S" O.C.
<br />ATTACHED W / (2) 16d TOENAILS
<br />INTO BOTTOM CHORD.
<br />
<br />--1
<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" 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 />X I .,..,-''L'' BRACE TO EXTEND AT LEAST
<br />:!=~ 2 x 6 P.T. Y 90% OF WEB LENGTH (SEE TABLE BELOW)
<br />
<br />~ ~:SILL r
<br />
<br />~< ~$ IOd x 3" @ 3" o/e THROUGH
<br />J r CHORD INTO 2" x 6" P.T. PLATE
<br />5/S" OR 1 /2" CEILING DENSE Y /
<br />GYPSUM WALL BOARD FASTENED --: <. .",-- ~t6~R W/EAJ~~~~RY.
<br />WITH Sd COOLER NAILS OR 1 1/4" ~. {~..
<br />LONG DRYWALL SCREWS COMPLYING /~ \.- MOISTURE BARRIER.
<br />WITH ASTM C 1002 FOR FIRST s' -0"
<br />FROM END WALL @ 4" O/C TYPICAL "- -- USP LTPA @ 4S" O/C (TYP.)
<br />f-
<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 />I
<br />
<br />l..oi~
<br />
<br />CEILING _
<br />RIDGE
<br />
<br />~..
<br />
<br />=
<br />
<br />a..
<br />" :J:
<br />::ll>>
<br />:0 >.
<br />:-~ .Q
<br />='" .;.C
<br />... co
<br />.. <J)
<br />:J) '0
<br />:9 0
<br />n ::I
<br />....<
<br />
<br />\ ~ :\-1"
<br />
<br />- 2 x 4 NON-STRUCTURAL
<br />FRAME KNEEWALL
<br />
<br />~ 2 x 4 P.T.
<br />I "'-- MOISTURE BARRIER
<br />
<br />~ ~ BOND BEAM
<br />
<br />~ MASONRY WALL
<br />~ 4.2R INSUlATION
<br />
<br />EXT. WALL CONN. -a) ~
<br />NON - LOAD BEARING LOCATION ( D \
<br />
<br />REFER TO DETAIL A/51 FOR MORE INFO. SCALE: 3/4' = 1'-0' \&
<br />
<br />D ....
<br />.... 0
<br />-
<br />...
<br />" ,
<br />:::>
<br />en
<br />u .
<br />(\) ..
<br />~
<br />
<br />....~
<br />,.
<br />o '
<br />. <D
<br />D <J)
<br />:I) "
<br />- -
<br />:>- >
<br />...J <J)
<br />- '0
<br />~C\.l
<br />.I.. _
<br />, ~
<br />.u~
<br />..J I
<br />:!la..
<br />Z :z:
<br />:I) '0
<br /><~
<br />::J.,.:.t:
<br />~ ~
<br />
<br />- a..
<br />- I
<br />:z: -
<br /><-
<br />Z (I)
<br />z: -
<br />.u ,.
<br />...J (I)
<br />- :z:
<br />....
<br />$I
<br />$I Q9
<br />='J <SO
<br />QC)
<br />::)
<br />- +00
<br />:I) <J)
<br />- "'?
<br />:I) C
<br />~Cl
<br />
<br />g-;
<br />...J (I)
<br />:00
<br />-
<br />.. a..
<br />~;J:
<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 />/ .,
<br />
<br />'L I BRACING REQUIREMENT6
<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 />SCISSOR GABLE - (1) 2"X8" #2 S.P.F. @ EACH VERTICAL AND
<br />
<br />(2) 2"X8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />
<br />D SAMUEL A. GREENBERG, P.E. i34245
<br />D TI-IUY 1-1. 1-1 UYN 1-1 , P.E. ~~0122
<br />D IRWIN J. BENSON, P.E. .4~158
<br />D All ABBAS I-IAKIM, P.E. ~~ 18~
<br />
<br />t\ AL T.
<br />EXT. WALL CONN. -a) ~
<br />NON - LOAD BEARING LOCATION ( E \
<br />
<br />REFER TO DETAIL A/51 FOR MORE INFO. N.T.S. 55 I
<br />
<br />""='"
<br />
<br />,
<br />
<br />D E DAN5CO
<br />
<br />ENGINEE~ING, FA.
<br />p.o. eox ~ - APOL.L.O BEACH - R..ORJDA - 33512
<br />~ - (813) 645 fZ>t66 PAX - (813) 645 %~
<br />e6 ..tat"" fC\ niESE DRAWINGS AND DESIGNS ARE niE JOINT PROPERTY OF DANSCO ENGINEERING. PA, AND niE
<br />....., IV ~ CUENT ON nilS PROJECT ANY REPRODUC1l0N OR UNAUniORIZED USE IS PROHIBllED - 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" BRACE TO BE FASTENED TO GABLE STUD WITH
<br />1 Odx3" NAILS @ 4" O/C.
<br />
<br />GABLE END DETAIL AT HIP VAULT j
<br />1
<br />SCALE: N.T.5.
<br />
<br />F
<br />55
<br />
<br />)L
<br />If
<br />
<br />ill CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />-=-
<br />
<br />--=
<br />
<br />TO TI4E BEeT OF THE ENGINEER'e KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND OFECIFICATION$ COMFl Y WITH TI4E
<br />FLORIDA BUILDINU CODE, 5ECTION 1606 FOR 120 MPl-4 3 SECOND
<br />GOOT, EXPOSURE '6' WIND ZONE (2001 EDITION).
<br />THI5 DRAUJINU AND DE516N Ie VALID FOR 1:2 MONTH$ AFTER TI4E
<br />DATE IT IS 516NED AND 5EALED.
<br />516NED AND 5EALED FOR THE STRUCTURAL PORTION OF THI5
<br />DRAUJIN6 ONLY.
<br />
<br />&EAl..""-
<br />\ eCALE NOTED
<br />DATE 112/02
<br />
<br />LENNA~ ~OMEe
<br />
<br />TAMPA DlvlelON
<br />
<br />DRAUN BV.
<br />N:/BLOCKS/STD 2001
<br />
<br />~
<br />
<br />FRAMING CONNECTION5 e EXT. WALL5
<br />
<br />\...
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />85
<br />
<br />~
<br />
|