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<br />ENGINEER'€> NOTE6:
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<br />30'-011
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<br />ALL UJORK Ie TO BE COMPL.ETED IN ACCORDANce LUITI4
<br />iJ...lE ~L.Of<IDA BUIL.DING CODE
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<br />THe eAelC Dl::elGN WIND epl:ED II 110 MPH (3 eeCOND Guer) /
<br />THe IMPORTANce I=ACTOR II 1,0 ( REelDENTIAU
<br />t\.-lt:: expoeUf<t:: CA TE:aORY · e
<br />i\.-lt:: INTI:RNAL pf<t:ee.Uf<S COI:I=t=ICII:NT II +/- 0.0 (OPEN)
<br />T\.-II! COMPONI:Ni AN!? CLAPPING Pl::e.IGN PRl:ee.URl::e. +24 / ~2~ pe.t:
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<br />SECAU8E r~l~ Ie AN ADDITION TO AN t::XlerlNG BUIL.DING
<br />EAC~~ rRAD~ Of< 8UPPLlr:R WILL 6~ Rt=QUIRf:D TO ~1t:LD
<br />V~RIr::Y TJ..Ii:: CONDIT/ONe NJ::eOEO TO MArcw r~E EXl5rlNG
<br />SUILDING, CON~IRM ALL I Nt::Of<M A ilON Wli~ i~e CONTf<ACTOR
<br />6l::F=ORl:: J3~C1INNING ANY WORK OR ORDERING ANY MA'rERIAL,
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<br />EXI5ilNG eUIL.DING
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<br />MAIN FLOOR PLAN
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<br />ROOF FRAMING PLAN
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<br />PRt: - ENQINEERED 1'<00r: TRue5E5
<br />241t OC MAXIMUM 6PACING
<br />TC LL 20,0 peF
<br />TC PL. 1,0 peF
<br />Be DL 10,0 peF
<br />ec LL 0.0 pet=
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<br />BUIL.D T~I:: V ALL.EY TRUeeEe IN (2) PIECEe
<br />TO A1-LOW r:OR ADJUeTMt=:NT5 IN T~E r:11:1-D,
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<br />31,0 pet:
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<br />DUR,FAC, 1.25
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<br />DEFLE:CTION MEeTe L. I 3~O LIVi!
<br />AND 1.. / 240 TOTAL LOAD
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<br />DESIGN 5E:RVICE5 INC.
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<br />.352-588-2342
<br />POBOX 1320 5AN ANTONIO
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<br />FLA, 3.35110
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<br />Tl-4E CL.IENT UNDER~HANDe THAT THE DEelGNER CARRIEe NO L.IA6ILITY INeURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLEee, IDEMNIt:Y, AND DEI=END T\.-IE DEelaNER FROM ALL. CI..AIMe LoeeEe AND
<br />t::XPEN5E5 (INClUDIN(; ATrORNEY5 l=EEe) ARlelNG OUT 01= OR Rt:5ULTING !=ROM TI-le PROJECT,
<br />TI-lE DEelGNER UJllL IN GOOD FAITH ATTEMPT TO PROviDE ERROR FREE CONSTRUCTION DRAWINae,
<br />IN TI-lE EVENT ERRORe OCCUR THE DEerGNER UJILL. NOT I3E \.-IELD LlAl3lE FOR T\.-IE coeT OF THE REPAIRS
<br />Of< DELAY TO T\.-IE JO ,THE: CONTRACTOR NEEDe TO VE:RIFY ALL INFOf<MAtION ,
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<br />2411 X 2411 X 1211 3000 Fel / (~1'l:::i 0(\-~
<br />CONCREiE FOOTER PAD ) lrJ.sr ~>J e~,
<br />Wli~ (2) is RESAR DRILLED"/ pvt\ q\.. l (..'{{j;:l )v
<br />il-tROUG~ T~E 6 x 6 POoTe c,,'" ('.4.
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<br />FOUNDATION PLAN
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<br />~IL TON CONerUCTION
<br />CLYDe 6RACKNELL ADDITION
<br />
<br />411 I 3000 pel MONLlTl-i/C CONCRETE SLAa Ovl::R
<br />CLI::AN, TREA T1:D AND COMPACrE:D eOIL
<br />r~t:: SOIL LUI1-1- at:: COMPACil::D TO A MiN.
<br />or: 2500 Fel AND at:: Tf<EA n:D FOr< i~RMli~e
<br />A5 PER r~E Dl::i AIL. PAGt:: OF Tj..j15 PLAN,
<br />611 x 611 10/10 Wlt<l: MEe~ OVtER ~MIL.. vI5aueEN
<br />VAPOR 6AF<RIER WILL E3e IN5TAL.L.ED FOr<
<br />REINFORCING$ TI-U: eLAe. FIE3ERME:eH CONCRETE
<br />CAN Sf: uee IN PL.ACE OF iHe LUIRe ME:eH.
<br />
<br />;rr~_~.."..~~~~,'_.~,.~~~..~,_,_.,....._. '~~..-_....-_....._,_.__
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<br />DAVID W, oMITW, P,E,
<br />
<br />FLORIDA LIC.~ t;3~08
<br />3:;2.:;21-0e~!; Ol=l=ICE 3!;2..!;21-0861l=AX,
<br />ca oca WALLA~iON Dl'<IVE DADE CliY ,t:LA. 3302&
<br />
<br />0200 l<ath 5T
<br />te:PHYRHILL5 FL.ORIDA
<br />EAeT PA5CO COUNTY
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<br />I HEREBY CERTI~Y T~AT I ~AVE ReViEWED 11415
<br />PL.AN AND FOUND IT TO 13E: IN COMPL.IANCE WITH
<br />T~E ~LORIDA BUILDING COOE 6ECTlON 1~06
<br />FOR Tf-.it:: 110 MP~ ( 3 eeCOND auer) WIND ZONE,
<br />DAVID UJ SMITH PE~ 03608
<br />
<br />PAGE ~ 2
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<br />SCAL.el 11411 Ia 11-011
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<br />DA Tf::: 8 / l~ / 04
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