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<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 />