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<br />2 X 4 NAILl:Re TYP
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<br /> / 2e' 0" MAX r
<br />, END NOT exPO~f:D TO WIND ,r
<br />
<br />2 X e i2 YeLLOW PINE
<br />RIDGe eeAM TYP.
<br />
<br />~IMP~ON H3 FRAMING.
<br />ANCHOR TYP.
<br />
<br />eeva cur
<br />TYP
<br />
<br />
<br />4- I('D Toe NAIL~ 11
<br />RIDGe 60ARD END
<br />
<br />VE.~r ~CA6 ~,
<br />
<br />CONT. 2 X 4 NAILER TYP
<br />2- l(,D NAIL~ peR TRU~~
<br />
<br />UP~ ~T3 OR ~IMP~ON
<br />H3 HURR ~TRAP 4e" OC
<br />TYP.
<br />
<br />6eCTION uAu _ uAu
<br />
<br />2 X e 12 YELLOW PINe
<br />F<IDGe BE:AM TYP.
<br />
<br />2 X 4 VE.RTICAL ~CA6 ill 4el OC
<br />MAX CONN. WI 4 I('D NAILf!> Q
<br />TOP . U~P R13 OR ~IMP~ON 1-13
<br />HURR CLIP A r 60nOM
<br />
<br />2 x (, *2 YELLOW PINe
<br />RA~Tt:R Q 24" OC
<br />
<br />
<br />u~~e€1 BELOUJ ~HEA THED
<br />lOR TO VALLEY FRAMING
<br />T ALLA flON
<br />
<br />(, ~ yaLOW PINe
<br />LEY FRAMING TYP.
<br />
<br />COMMON TRuee
<br />
<br />UPf!> R13 OR eIMPe.ON
<br />;- H3 HURR ~iRAP EACH
<br />/ END
<br />
<br />2 X 4 CONT-
<br />
<br />f7
<br />
<br />Upf!> RH OR e.IMP~ON
<br />H3 HURR 6iRAP Q 48"
<br />OC TYP.
<br />
<br />ROOF v ALLE:Y DETAIL
<br />
<br />rYPICAL CONV FRAME VALLEY DerAIL
<br />
<br />ALL CONN/::CTOR€> ON vALLEY FRAMING Dl:TAIL
<br />HAVe Bl:l:N Rl:VIt:Wl:D AND ~ltl:D I=OR COMBINe
<br />UPLlt:i, ~HeAR AND LATeRAL LOADe
<br />
<br />eTEEL PI.. '(CLIPe
<br />
<br />24" OC
<br />
<br />NAIL LUITI-l ~D Re NAILe
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<br />PL '(WOOD NAIL PATTERN (ROOf:=)
<br />PL YWOOD NAIL.t:D Ae e~OWN Ie Dt:eIGNt:D TO
<br />wln~ tHANO MAXIMUt-1 WIND LOAD RATING 01=
<br />130 MP~
<br />
<br />THE CLIENT UNDEReTAND:!> THAT THE DEe.leoNER CARRIE5 1-<0 L!AeILITY INe.URANCc AND THEREFORE
<br />ACilREE5 TO HOLD I~ARMLEel;, IDEMNIFY, AND DEFEND DEelGNER FROM AU CLAIMe, LOeeEI; AND
<br />EXPENoEe (iNCLUDING RE;AeONAeI.E ATTORNEY FEEl;) ARlelNG OUT OF OR REeUl.TING FROM THE
<br />PROJECT. THE DEe.ICilNER Will IN GOOD FAIn4 ATTEMPT TO PROviDE ERROR FREE CONeiRUCTION
<br />DRAWI\\Cile, Bl..lT iN THE: EVENT ERRORe OCCUR iHe DEe.IGl'-:E:R WilL. NOT eE liABLE FOR coer OF
<br />REPAIR€!> OR DELAY TO THE CON€!>TRUCTION
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<br />!..-6RACIN6 L 6RACINC L 6RACINc: L BRACING
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<br />0'-0" TO 4'C II 4'0" TO ,'C ' "0" TO 10' ::>'1 10'0" TO 14'0"
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<br />'2 X4 OUTRIGGER€> AT 24'1 OC
<br />CONNECT OUTRIGGER6 TO
<br />GAeLe WITI-4 elMPeON ~2.& U
<br />OR EQUAL
<br />
<br />NOTe,
<br />NO DROP GABLe Nl:EDED
<br />WHEN OVERHANC, 15 12" OR
<br />Lee.e
<br />
<br />6ACKNAIL WI ('2) I('D NAIL~
<br />
<br />MAX. 2411 OVERHANG
<br />
<br />
<br />NOTE. NO L 6RACINu REQUIRED WHEN
<br />PEAK OF uA6lE Ie 4'0" OR LE5e
<br />
<br />2 X 4 WEB BLOCK~ NAILl:D IN 6ETWEEN
<br />WE65 WITH (2) l~D NAILe eAC~ END WI ((,)
<br />I('D NAIL€> AT EACH END NAIL TO 2 X 4
<br />
<br />"L" 6RACING TO exTEND AT LEA5T ~O %
<br />01= WEe LENG.TI-4 ( e.EE TABLE AeovE )
<br />
<br />~
<br />
<br />2 X 4 ANGLe 6RACING. AT 48" OC ALONG
<br />GABLe END NAIL END5 TO '2 X 4 BLOCKIN6
<br />Wl:e eLOCKING UJm~ (2) l~D TOE NAILe
<br />
<br />€>TEP DOWN GAeLe TRu~e WIT~ ONE LAYER
<br />112" CDX e.HEATHINC, OR '/l~" 0e.6 NAILED
<br />4'1 OC WIT~ eD COMMON NAILe
<br />
<br />\~ ATTACH 60TTOM CORD OF uA6lE TRU&e
<br />TO 2 X (, PLATE WITH I~D NAIL€> (," OC
<br />
<br />MIN 2 X (, P.T. PLATE WITH
<br />112" X 8" ANC~OR at)L T~
<br />AT 24" OC.
<br />
<br />112" C,YPe.UM WALL BOARD
<br />
<br />2 X 4 NAILER ATTACHED TO 60TTOM
<br />CORD OF ~AeLE TRUee AND COMMON
<br />TRUe~ WIT~ 2 EAC~ I'2D COMMON NAILe
<br />A T EAC~ UPRIGHT MeM6ER 01= GA6LE
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<br />LIVIN(1 131~
<br />GJARAGE 424
<br />13Nr~y '30
<br />
<br />tOTAL
<br />
<br />1828
<br />
<br />ARKA'( ENuINEe!'<INu INC.
<br />eTRUCTURAL ENGINEER6
<br />
<br />RICl-lARD L. KIODE'( p.e.
<br />FLORIDA LICEN6E NUM6EI< ~1:1~~
<br />Il-la<e'( CERTIFY T~AT T~E6e PLANe AND 6PECIFICATION&
<br />LUA6 PREPAREI' 6'( ME OR UNDER M,( DIReCT 6UPE!<vI610N
<br />ARa IN COMPI-IANCe LUITl-l Tl4e FLORIDA eUll.OlNu CODa 2001
<br />FOR 110 MPI4 (~ 6ECOND uU6T) LUIND IONE-W MPI4 FA6TE6T
<br />~PI:EO
<br />
<br />PG
<br />4 OF ~
<br />
<br />ARKAY · 73~7
<br />
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