<br />~ ~ ~ \1 \1
<br />
<br />- - - - - ~""~ :>>..,,"~
<br />o I I I WNTINlJOUS LATERAL BRAGING
<br />I
<br />_ _ _ _ ~ / ~ I II (aB) MAINTAINS SPA6ING, M
<br />IJ :; PERMITS LATERAL ElIJC,KLING
<br />OF ALL rt:B t1:M3ERS AT
<br />
<br />'llllllllllll} m:SAMETI~.
<br />
<br />I
<br />/
<br />/
<br />J
<br />
<br />20'-0" MAX
<br />-GONT, BOTTOM CO~D BRAC.IN0 I"X4" MIN,
<br />
<br />\
<br />?<
<br />
<br />Qi
<br />w
<br />
<br />Qi
<br />w
<br />
<br />----
<br />
<br />0'"
<br />IX
<br />- <(
<br />Q6
<br />
<br />><
<br />
<br />o
<br />I
<br />~
<br />----~
<br />
<br />w 5>
<br />w '-t
<br />----~
<br />~ 0
<br />\!) ~
<br />-----
<br />o
<br />I
<br />~
<br />-----
<br />
<br />9~
<br />~~
<br />~~
<br />
<br />><
<br />
<br />- ~
<br />5>~
<br />()~
<br />
<br />><
<br />
<br />O~ .
<br />~}:~
<br />'1--- Qi
<br />w
<br />
<br />Qi
<br />w
<br />
<br />L TOP ~ OOTTOM CORD
<br />GABLE END BRACING 0
<br />4'-0" O.C. MAX, fOR
<br />2) "T" BRACING MAY BE USED IN PLACE Of PERMANENT fiRST (4) ROY'6 Of TRUSSES
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST <10% OF THE Y'lEB.
<br />
<br />NOTE,
<br />I) SEE TRUSS MANUfACTURER'5 TRUSS ENGINEERING
<br />GUT SHEETS fOR ADDITiONAL PERMANENT BRACING
<br />Tl-iA T MY BE REQUI RED
<br />
<br />REQUIRFD MIN. PERMANENT TRUSS ~~""'~4V
<br />~~AC\ v
<br />
<br />~
<br />I
<br />
<br />J
<br />
<br />
<br />V
<br />
<br />~
<br />
<br />BRACING
<br />rIIT11 (2) 100 X 3'
<br />AT EACH ..kJINTJ
<br />
<br />TOP OF TRUSS
<br />BOTTOM GHORD
<br />
<br />RAT RUN LAP SPUCE DETAIL
<br />
<br />SGAlE, "5"W~
<br />
<br />F,\SlWARD 5I-ftT X-REf\TRUSS BAAGING~ TRUSS BAAGE.Dr<<;.
<br />
<br />(ENCLOSED, 120 MPH, 3 SEC 0UST, 2.5/12 TO 6.'1/12 PITCH, EXP05IJRE B, 1=1.0)
<br />
<br />lRlBUTARY ROOF WVERINGS END lONE INTERIOR lONE
<br />AREA (FT2) HALL OVERHAN0 HALL OVERHAN0
<br />10 14.'1 -50,1 26.0 -35.0 -12.0 26.0 -28,0 26.0 -48,3
<br />30 13.6 -45.4 24.5 -32.0 -6'1,3 24.5 -21.0 24,5 -48.3
<br />100 10.5 -34,1 22.5 -28.1 -50,1 22.5 -25.4 22.5 -48.3
<br />
<br />NOTES,
<br />I. FOR EffEGoTIYE ~ OR t'!IND SPEro5 BET\'ffN THOSE GIvt:N m: LOAD MA'f BE INTERPOI..ATID, O~ISf
<br />l1X T11E LOAD ASSOGIATID liTH T\-E Lovt:R EffEGoTIVE N<fA
<br />
<br />2. TABLE V ALIB 5HAl..L BE ADJJS TID FOR HEIGHT AND E.Xf'O'5(RE BY t-U. TIPL YING BY ADJJS 1M:NT
<br />WEffIe.I6(TS IN TABLE 1606.20 OF T\-E A..ORIDA WILDING WOE 2001.
<br />
<br />3. PLU5 AND HINJ5 SIGNS SIGNlf'T' PRE5'".M<E5 A6TING TOHARlJ AND N',A'f FROM T\-E WILDING SlJRfAGES,
<br />
<br />4, ' FROM FBG TABLE 1606.213.
<br />
<br />5. ALL WMPONENTS DESIGta] TO HEET OR EXCffD f'RES":JJRf N3CNE BY DB..EGA TID EN6\NEER. A5 A
<br />~T1ON OF THIS SIGN AND SEAL, AND IN cot1"LlANGE liTH SEc.TION 6IGI530-006, DEl..f6ATE EN6INffR K!5T
<br />FORI"AAD J:lOC.UI-'ENT A T10N TO Sfl FOR REVlB'i
<br />
<br />COMPONENT & ClADDING DESIGN PRF.SSURB 020 ~
<br />F:\5TANDARV SHEET X-REF\NOTE5\COMPONENTS AND GLADOIN6 120 ENGLOSEO.o~ -~
<br />
<br />(N 2Xb OR LARGER 5P #2 OR 5Pf #1/#2 VALLEY RAFTER
<br />(5) 2X4 5P OR SPf #3 CRIPPLE (MAX HEI6HT 6'-;3')
<br />(C) 2X4 5P OR 5Pf #3 CRIPPLE (MAX HEIGHT 6'-;3')
<br />(D) 2Xb OR LAR5ER 5P #2 OR 5Pf ilt~ RID€>E RAFTER
<br />
<br />NClTE:
<br />
<br />RIDGE RAFTER (0) MUST NOT BE OF LESS SIZE THAN
<br />mAT Of' VALLEY RAFTER (N.
<br />REFER TO VALLEY DETAIL VALTRU550b'l'l FOR
<br />5UPPORTING TRU55 6RAC-1N6 DETAILS.
<br />
<br />NClTE,
<br />
<br />(5), (C) MAX HEI6HT HlTH IX4 'T' BRACE IS <1'-10".
<br />(5), (C) MAX HEI6HT HlTH 2X4 "T' BRAC-E IS 11'-2'.
<br />
<br />FOR IX4 AND 2X4 "T' BRAc.IN6, BRAc.E TO BE SAME GRADE AS CRIPPLE.
<br />fASTEN IX4 'T" BRACE TO C,RIPf'LE HlTH ed NAILS AT 4" oc..
<br />fASTEN 2X4 'T' BRACE TO C,RIPPLE HITH 16d NAILS AT 4' oc..
<br />
<br />TOP C,HORD Of' TRU55 BENEATH VALLEY SET MJST BE BRACED HITH
<br />PROPERL '( ATTACHED RATED SHEATHING OR PlJRLINS AT 24' O.C. OR
<br />VALLEY SPACING AS 5Ffi:.IFIED ON THE ENGINEER'S SEALED DESIGN
<br />FOR THE 5UPPORTIN6 TRl)5S,
<br />
<br />(2) lad NAILS,
<br />TOE-NAILED
<br />
<br />:>"..
<br />(3)lbdNAILS,~ (~) > #
<br />TOE-NAILED ~~"..,~ > '- / '/
<br />SHEATHIN6 ~ (N ~*
<br />(3) 16d ~~
<br />NAILS, TOE-NAILED ~ T~
<br />
<br />SUPPORTIN6 TRUSSES ,
<br />AT 24' oc. MAX 5PACING ~ ~
<br />..........
<br />
<br />r- SHEA T111N6
<br />7:WI-'PRESSION Y'f:B,
<br />SLOPING OR VERTIe.AL,
<br />.~ ~. OR 1'fi3 NEEDIN6
<br />APPROx. :':',
<br />4~.-.. ~::~ BRAGING.
<br />y~:::, - - ~
<br />~"'" '0..""""'\ '0.."" ~ ~
<br />
<br />GLB...../ "' ~
<br />
<br />GEILlN6 " r
<br />
<br />2X4 -3 OR STUD 6RAD!: DBR NAILED
<br />TO OPPOSITE SIDE OF Vi:B AND
<br />REPEATED AT 20 fOOT
<br />INTERVALS TO RESIST LATERAL MOVEMENT,
<br />ATTA6H TO Vi:BS rIITH (3) lad
<br />WHMaN NAILS.
<br />
<br />THIS IS A DANGEROUS CONDITION
<br />FIG. 1
<br />
<br />FIG, 2A
<br />
<br />r-SHEATHIN6
<br />
<br />V:WI-'PRESSION Vi:BS,
<br />BEFORE AND AFTI:R ----
<br />ElIJC,KLING,
<br />I
<br />
<br />TO PREVENT THiS
<br />FAIL~.~
<br />OR RESTRAiN m:
<br />LATERAL BRAGINGI
<br />
<br />DIAGONAL BRACE RESTRAINT (OOR!
<br />rIIT11IN M UNIT (3A 4 38)
<br />
<br />USE METHOD SHOrIN IN
<br />FIG, 2A OR 2B
<br />
<br />~BEARING FOR TR185ES
<br />
<br />m: DRNiING BELOt'! (fIG, 38) SHOV'6 HOt'! TO RESTRAIN m:
<br />WNTINLOJS LATERAL BRACING (aB - ~),
<br />m: DIA60NAL
<br />BRACE RESTRAINT (DBR -1:::::::::::::f) I1EMBERS ARE 2><4'5,
<br />m: ENDS OF f'tl1c.H ARE ATTAGt-fl) TO TOP 4 BOTTOM
<br />CHORDS. m: DIAGoNAL BRAGE MAY BE ATTAGHED D:REc.T1.Y TO
<br />m: GLB OR TO m: /'EB OPPOSITE THE GlB, l1X m: SAME
<br />NAILING SHOrIN IN FIG, 3A.
<br />
<br />DBR ~.A'f TRAVERSE Jv'ORf THAN 11"<<:)
<br />1l<lJSSE5, DEPENDING ON TRlhS HEIGHT,
<br />
<br />(;3) lad NAILS TYPIGAL r;) Ibd TOENAILS 1YP1e.AL ,13) lad NAILS TYPIGAL
<br />rrX4' 'X' BRAGE ATTAGHED 2"X4' 'X' BRAGE ATTA6HED I r2'X4' "X' BRAGE ATTA6HED
<br />DI REe.1l 'f TO TRUSS rt:B D1REc.1l 'f TO TR1JSS GHORD I D 1REc.1l 'f TO TRVSS 5c.AB
<br />
<br />
<br />~lA ~lI ~ 'A
<br />~.{/
<br />~; ~~~~ I V~~/~ (;~~L
<br />
<br />
<br />f~ Ll .. Ll 'llJ~' ~ ~
<br />\ "-<:.oNT, RAT RUN
<br />NT, RAT RUN NT. RAT RUN 2'x4' 5c.AB W (3) lad
<br />\ ~~ \ ~~ TOP AND BOT
<br />-,-=-ENGINEEREV rwo "'"1"Kl:-EN6INEERED Y"OOD -f'RE-EN6INEERED rwo
<br />TRlhSES 0 24' 0/(, . 1l<lJSSE5 0 24' O/G TR185ES 0 24' O/G
<br />
<br />OPTION 1
<br />
<br />OPTION 2
<br />
<br />OPTION 3
<br />
<br />"NOTE, 'x' BAAGE TO BE FA5TEla] TO VERTIGAl.. sc..AB OR /'EB W (3) 1O.:Ix3' NAILS AT EN.H TRUSS
<br />
<br />-x- BRACE DErAILS
<br />
<br />SGAlE,",5,"I',,' ~
<br />
<br />F,\5lWARD 5lft:T X-REf\TRUSS ElRAC,ING\x-I3RAC.ING
<br />
<br />4' SLAB HlTH 6X6/'11.4xi'i1.4 ~
<br />
<br />
<br />.~~~~~." ~,-.--'----.~~':'
<br />-'" ~. 1"\' I '-.' ,
<br />= ~~~. .:, ~ '~ fI ~,>>"S,>>"f:=
<br />~ ~'/ " ''\,W//0//5>
<br />~, '" ' j' " ~,".::::!,<...'f.t-
<br />:1'/)0 /...... V '.., (~~......)'
<br />/" A....., V. /.( ~ ~
<br />r; "" "~. ~"~"'<tr' ",\:"
<br />aEAN TREATID FILL /
<br />C.QMPA6TED TO '15% I10DIFI 0." 1'_0"
<br />PROCTOR PER ASTM DI551 (.I
<br />6-MIL VAPOR BARRIER
<br />
<br />GRADE
<br />
<br />~
<br />,
<br />
<br />=-
<br />
<br />(2) 115 GONTI~
<br />ON 3' CHAIRS
<br />
<br />~ WIDE TmCKENBD SlAB DErAIL
<br />F,\5TANDARV SHEET X-REF\FOUNOATION DETAILS\12 HIDE nllCKENEO MONO 5c.ALE:
<br />
<br />'"'''' CID
<br />
<br />PARTIAL FRAMING PLAN
<br />
<br />/
<br />V~
<br />
<br />'"
<br />I'
<br />'"
<br />'"
<br />'"
<br />
<br />/
<br />
<br />/
<br />/
<br />
<br />...,
<br />
<br />~
<br />'\
<br />\
<br />
<br />.* INSTAlL 2"x4' CROSS BRAClN6 @ RID6E AND \
<br />4'-0" MAX. VV' (3) 16dx 3 1/2" NAILS @ EACH
<br />INTERSECTIN0 MEMBER YiHEN TRUSS IS
<br />EXPOSED TO HIND.
<br />
<br />MMON TRlJSSES AT 24' oc.
<br />
<br />'-- (3) lad
<br />NAILS, TOE-NAILED
<br />""GIRDER I (SABLE
<br />
<br />CONVFNnONAILY FRAMFD VAUBY DErAIL
<br />
<br />~
<br />\g/u_
<br />
<br />5c.ALE: N. T.5,= I '-0'
<br />
<br />F:\STANDARD 5lft:T X-REf\TRUSS BAAGING'lONY.YALlET'.Dr<<;.
<br />
<br />~
<br />~
<br />" ~ ~ ~~
<br />
<br />../" ...<::P ./ \ .':~ ~" ..:>- f'oo.
<br />
<br />~ ~,.:... ~ k1/\~
<br />
<br />../' ...<::P ../' .......... \ I ../'
<br />
<br />~ ~~~~
<br />
<br />\ I
<br />
<br />~
<br />
<br />FIG, 28
<br />
<br />EXAMPLE TRUSSES
<br />
<br />./
<br />
<br />-
<br />
<br />)
<br />
<br />AREA:
<br />LIVING: 1211 S.F.
<br />GARAGE: 400 SF.
<br />PORCH: 128 S.F
<br />TOTAL: 113Cl S,F,
<br />
<br />U)
<br />Z
<br />o
<br />U)
<br />>
<br />W
<br />~
<br />
<br /> cJ
<br />@- ~
<br />rA
<br />64 z
<br />~
<br /> p." ~
<br /> ~
<br /> ~ - ~
<br /> ~ ~ 1
<br /> (J) z
<br /> - !B
<br /> ~ ......
<br /> ~
<br /> ~
<br /> ~
<br /> ~
<br /> (J)
<br />
<br />ANClIORAOB AND RFSrAAINr OF lATERAL BRACING
<br />
<br />5c.ALE: N.T.5,=I'-o'
<br />
<br />F, \STANDARD 5lft:T X-REf\ TR1JSS BAAGING\J.A TEAAL ElRAGIN6.D\'1G
<br />
<br />~DETAIL\
<br />
<br />~
<br />
<br />2'X4' MIN. ElRAGIN6
<br />liTH (2) 100 X 3'
<br />AT EACH ..kJINT...../
<br />
<br />.I
<br />
<br />
<br />/
<br />
<br />~
<br />
<br />(2) lad NAILS, TOE-NAILED THRlJ
<br />CRIPPLE INTO RIDGE BOARD
<br />
<br />~ ~~:i'B) lad NAILS
<br />~ \(D~) ~ H3) lad TOENAILS COMMON
<br />\ 'TO BLoc.K TRlJSSES
<br />-{3) lad NAILS AT 24' oc.
<br />
<br />(C) (5)..... ~-.- \~2'X4' 6UXK HI (3)
<br />4'0' TYP. ~Iad TOENAIL EAV~_~
<br />RAFTE.......
<br />L I L' L (2) Ibd' NAILS, Tc€-NAI~!CAL)
<br />RID€>E
<br />RATED SHEATHING CONNEC,TED TO RAFTER
<br />TRUSS TOP CHORDS PER Sf'EC.IFIC,ATIONS
<br />(3) \6d NAILS, TOE-NAILED THRlJ
<br />C,RIPPLE INTO TRU55 TOP CHORD
<br />
<br />TOP OF TRUSS
<br />BOTTot1 GHORD
<br />
<br />RAT RUN lAP SPLICE DErAIL
<br />
<br />SGAlE"'5."I',,' ~
<br />
<br />F, \5 OOARD SHEET X-REf\ TR1JSS BAAGING\RA T RUN LAP.Dr<<;.
<br />
<br />NOTE:
<br />
<br />Zw
<br />-0
<br />~<(
<br />- D-
<br />~\Jl
<br />
<br />PARTITIONS DESIGNED TO RESIST A
<br />LATERAL LIVE LOAD NOT LESS nIAN 5
<br />PSI" AND IF SHEATHED W LATH 4 ...._
<br />PlASTER. DEFLEC.TION AT THiS LOAD I .;
<br />SHALL NOT EXGffD U360. I ~/ ~ ~;
<br />ROOF OR FLOOR '\
<br />FRAMING ~ ~,
<br />~ 2) 16d TOENAILS ON SAME SIDE
<br />
<br />2'x4" HIN, Sn,o 6RADE OR r
<br />BEffiR SMJS 024' o/e. w,x--............. -}-- INGlE 2'x TOP PLATE
<br />
<br />3/16'x3' T APWNS OR ~
<br />APPROVED ALTERNATE /I ) Ibd TOENAILS STUD TO PLATE
<br />32' o/e. TYP1GAL~ '
<br />-MIL VAPOR BARRIER
<br />2'x4' MIN. P.T, PLATE
<br />
<br />3 1/2' HiN. SLAB rIITH 6X6 NOTE.
<br />~4"'4 ,... OR "oc...,.~~ y'- 51,..''''''' PDP"- "'" PO""'"
<br />t-....... ~ A6TUATED FASTENERS /'11TH I 1/2'
<br />GLEAN TREA TID FILL...!os- ~:;:s. ~ -y-,:....:.,' -.--' ~"" EMBEDMENT PAGED AT 24' O/G w,x.
<br />WMPA6TID TO '15% l-'ODIFIED (1". 'Y. ~.,. """- -:> ~;.r MAY BE USED IN LIB) OF TAPWNS
<br />PROCTOR PER AS111 DI55/--.~~~~~
<br />
<br />; ,<<<<<<-....<<<-....<<<
<br />'7%'Y~ .
<br />1YPICAL INTERIOR NON-BEARINO' WALL SEC.7ION ~
<br />~-
<br />
<br />F,\5TANDARD SHEET X-REf\fRAME rw.L SEC.TIONS\NON-B% 506
<br />
<br />i-
<br />
<br />RIDGE LINE
<br />
<br />--~"t
<br />
<br />MINIMUM 2"X4" VALLEY
<br />FRAMlN0 REQ()7RED
<br />
<br />'-O,}
<br />
<br />~ ~'-
<br />-)/ ~
<br />
<br />}
<br />}
<br />
<br />H
<br />"'" ri'-o'
<br />~,_. ~ ~
<br />~ ~
<br />~~
<br />>-<~~ K }
<br />
<br />~ ed COMMON NAILS 0
<br />3' OIC EDGES AND B'
<br />olC FIELD
<br />
<br />NOTE,
<br />I) SEE STRlJC.1lJRAL NOTES FOR SHEATHING SPECifiCATIONS
<br />2) END JOINTS Of THE SHEATHING ,.0 BE STA60ERED AND QC.C,UR
<br />OVER FRAMING. PROVIDE PL ,(~D CLIPS (I EACH JOINT
<br />
<br />ROOF DJAPJIRAOM NAILING SCHBDULE@-l
<br />5c.ALE: N.TS,~I'-o' 54
<br />F,\STANDARD 5lft:T X-REf\TR1JSS BAAGING~ NAILING
<br />
<br />= ed COMMON
<br />NAILS 0 b' OIC EDGES AND 6"
<br />OIC FIELD
<br />
<br /><::>
<br /><-
<br /><-
<br />~ ~ i
<br />~""d
<br />~ d Z
<br />~ ~ ~
<br />~~~~
<br />~a:~~
<br />~d~p."
<br /><zp.,,~
<br />S~;~
<br />$ ~ ~
<br /><- ~
<br />~ ~ ~
<br />~ o~ ~
<br />::1 _
<br />~ ....
<br />
<br />iE
<br />
<br />~ - ~IU
<br />~ ~ .' . ~~~C)
<br />~~g~~~~ B~~~ ~~~
<br />~~~~~~C) ~~~ ~~~
<br />~~~2~~~ <~~ ~x~
<br />~~9~~~~ ~~~~ ~~;
<br />~~~m~ d~'~- ~~~
<br />~~~~~ .~ ~lD3 1M<~
<br />~~~~~~~ ~~~ 2~1:
<br />~1~fW ~d~ ~~~
<br />;~I~~~~ ;i~~ II;
<br />-;-~~~~ ~~C)~ ~~~
<br />~~~~~~~ ~~~~ ~~~
<br />
<br /> -J
<br /> LL
<br /> ~~ C\J
<br />w z N
<br />U) ::>
<br />::> 0 J-:=
<br />0 0
<br />I 0 C)
<br />0 0
<br />ill U) ~
<br />a. ~
<br />U) a.
<br /> -J
<br /> W
<br /> Z
<br /> ~
<br /> Z
<br /> 0
<br /> ~
<br /> >-
<br /> ~
<br /> >-
<br /> ~ CO
<br /> Q
<br /> N w
<br /> -
<br /> CO Z
<br /> . . (9
<br /> W
<br /> ~ U)
<br /> W
<br /> Q Q
<br />SHEET
<br />54
<br />
<br />
|