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<br />INTERNAL ANGLE DR 'ay CUP DR EQUIV. <br />CDNt€CT KNEE BRACE TO CDLlItN. \nTH <br />050' 'IY CHANNEL DR GUSSET PLATE <br />FASTEN WITH 11Ox5/8 SJf.S.@ EA PLACE ' <br />(BOTH SIDES (6 TOTAL MIN PER CDNNEC~_ <br />~ <br />- J- f \(, DETAIL AT C <br />Q. <br />" POST TO BEAJI CONNECTIONS <br />l ~ <br />""':) <br />R <br />I.. r" <br />/..oq '. <br />.':" J <br />-Ji] <br /> <br /> <br />112 X 5/8' HEX HD CORRDSION RESISTANT METALSCRE\J <br />(3) SCREVS/PANEL APPRDX 5' DC MAX. BOTH ENDS <br />X 12' X .032' ALUMINUM RISER PAN RO(]f" PANELS <br /> <br />3/8 THRU BDl.. TS. WASfoERS&NUTS (2) <br />CDRRDSJDN RESISTANT TYPICAL <br /> <br />x 4'x.044 ALUM 5MB <br /> <br />3" X 3"X .D93' ALUM POST <br /> <br /> <br /> <br />~:~3' <br />.TYPICAL'(~D PER PLAN <br /> <br />(2) 3'8' TtRJ lILTS <br />PREIIRJLL VERT FLANGES <br />U CiA lNTERNAL AI..I..IMDUI <br /> <br /> <br />. \~~ :~)~~"~~-" " :J <br />", ,~;~.-.. "S." <br />MIN 2500PSJ CDNCEn:-~ ~::: -: :: ~"'f <br />. .,.;. ..... -.h .. <br />..'\ . ~-;. <br />VIw.A ,," <br />D8f'AIL OF S'"s3" <br />POST TO CONCRETE CONNECTION <br />OR EQUIVALENT RATED 27901 UPLIFT <br /> <br /> <br />(6) V4' aJNCRETE SCREW 2' MIN <br />RAVL T~ [R EQUIVALENT <br />DIIlEJHlIT.' ~ RESISTANT <br />lFLlFT /PDST=2AOOI <6 seas RATED 27901> <br />MJN 2500 PSI CONCRETE <br />MIN I' EDGE DlSTNa: FeR SCREVS <br /> <br /> <br />I hereby cer~lf"y "tha.~ I ho.ve perf"orMed o.nd reviewed -this plo.n o.nd found <br />Ii; ~o be in COMpUo.nce with design requireMents f"or 110 rtph' wind lond <br />per section 1606 of the FLORIDA BUILDING CODE. 2001 edttlon. <br />. Dnvlcl \/. SMlth"P.E. <br /> <br />t( <br />~lli(i>i <br /> <br />David W. Smith, P.E. <br />MEaWIlCM.. OIGDIEEIUIEVEI. CIIGlL.TANT <br /> <br />D.W.SMITH ENGINEERING <br />FUIUM....~__ ..-__ <br />custom. HO'fTUl PlGn. Service <br />". VM.I.AS'IIIN .nE.... em.FUIIIM 33Sl!5 <br />-.-- ---~ ~ ... <br />PAa:D PBIIn' _...2 <br /> <br />CARPORT <br />I'RRI STANDING <br /> <br />SIIEET IF <br /> <br /> <br />1 OF 1 <br /> <br />l'MJ' IlL <br />FSCP-02 <br />