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<br /> <br />6- STEP FASCIA W/"O x J/"'" S.M.S. <br />- " 12- O.C. 7HRU RISER INTO <br />2" x 2" x 0.040- STIFFENER <br />(SEE Pg. 2-H FOR ROOF PAN DETAIL) <br /> <br />tiDJE. <br />SEE DETAIL ON RIGHT 'MIEN <br />HOST STRUCTURE IS MASONRY <br />(1) "0 x J/"'- W. HEAD <br />SMS. TOP OF RISER. <br /> <br />1"x1"x2-x.060" ANGLE CUP <br />W/ (2) "0 x 3/"'" W. <br />HEAD SMS EACH WA Y. <br /> <br />FOR KOOD CONNECTION USE <br />"0 x 1-1/2- W. HEAD SMS. <br />THRU ROOF PAN ~ BOX <br />HEADER 3" ON CENTER INTO <br />HOST STRUCTURE. <br /> <br />("') PER ROOF PAN "0 x J/"'" <br />ID< II 3" O.C. INTO BEAM. <br /> <br />6" STEP FASCIA W/"O x 3/"'" S.M.S <br />II 12" O.C. THRU RISER INTO <br />\ 2-x2"xa~-S~ER <br />(SEE Pg. 2-H FOR ROOF PAN DETAIl.) <br /> <br />BEAM PER DESIGN TABLE <br /> <br />~ <br />g <br />~ <br />II) <br />10. <br />~ <br />).. <br />II:: <br />~ <br />~ <br /> <br /> <br />[EXTRUDED HEADER W/ 1/4-_ <br />x 2 1/"'" TAPCONS II S" O.e. <br />STAGGERED <br />1) "0 x J/"'" SM.S. <br />TOP OF EA. RISER <br /> <br /> <br />t '2. ..,. AURI. P.ws <br />"0 S.M.S II 3" D.C. <br />MIN. ("') PER PAN <br /> <br />MASONRY / HEADER <br />~ A TTACHMENT DETAIL <br />N.T.S. <br /> <br />1 1/S"x 20 GA. x 76- <br />GALV. S7m STRAP <br />3-xJ" AWM. POST <br /> <br />TYP. SECnON DETAILS <br />N.T.S. <br /> <br /> <br />"," <br /> <br />3"xJ" ALUM. POST <br />'lJ 7/2"x7/"'"_ THRU BOLT <br />APPRox. "," ON POST <br />3" ALUM. CASTING W/2-J 7/2-x1/"'"' <br />THRU BOLTS AND 2-7/"'"'x2 7/2- <br /> <br />"," 3OOOP.5.I. CONe. SLAB <br /> <br />1/"'"- x 2 7/2" TAPCON <br /> <br />"," MIN. <br /> <br /> <br />7/2"_ 7HRU 80L T <br />W/ WASHER ~ NUT <br /> <br />3 7/8"x 2"x 2 1/2" ANGLE (EQUIV. TO SIMPSON A2"') <br />W/ 7/2"_ 7HRU 80L T AND 7/2"' CONe. ANCHOR 80L T <br /> <br />",- 3000 P.S.I. CONe. SLAB <br />7/"'"_ x 2 7/2" TAPCON <br /> <br />",- <br /> <br />HEA VY DUTY POST A TTACHMENT DETAIL <br />N.T.S. <br />2" x 2" POST SHOWN <br />4-170 x 7" SII.S. <br />PER POST INTO <br />INTERIOR SCREW SPUNES <br />7- x 2" OPEN BAQ( <br />U7F <br /> <br /> <br />POST BASE W/ STRAP A TTACHMENT DETAIL <br />N.T.S. <br /> <br />KlCKPLA TF OR CABANA SKIN <br />(1I1N. .019j ATTAOfED W/ <br />POP RlIIE:TS OR "0 x 1/2- <br />S.II.S. " 76- O.e. <br /> <br />~ . eo_.. 0... '. . . <br /> <br />o. . '.. . <br /> <br /> <br />7- X 7" X 7/16. 11 2" 1tWII. <br />..... r CUP W/ (2) "0 X 1/2" ID< <br />/ sans IN EA. ~71ON <br /> <br /> <br />(7) 1/4"- X 2 7/,r <br />CONe. A.8. OR TAPCON <br />" 24" O.e. <br /> <br />NOTE: <br />A T CORNERS USE <br />(7) 7/"'"_ X 2 7/4" <br />EA. DIR. "4- (IIAX.) <br />FROM CORNER. <br /> <br />;; '~.~:.,:~:~ :<.. ~;..~"~" <br /> <br />, .. : <br /> <br />~1 X 2 ALlJII. <br />BASE PLATF <br /> <br />".. . <br /> <br />.... " ~. ..ft <br /> <br />NOTE: 7H~ mow DESIGNS ItfLL CARRY A CONTRI8UTARY <br />LOAD OF 150 S.F.-NEW S"xS" FTC. (700 S.F.-EXlST. ",- SLA8) <br /> <br />ALUII. BASE INSERT W/ (2) 7/4"_ X 2 7/2- TAPCONS tk (2) 1/"'"' 7HRU <br />BOL TS <br />2- X 2- 11 7/8" AWM. ANGLE W/(2) 7/"'"_ X 2 1/4- TAPCON ON C2J. ~ <br />OF COLUMN W/ (2) 7/4"_ 7HRU BOLTS <br />J 7/8" X 7 7/2- x 1/8- RECEIVING CHANNEL W/(2) 1/"", x 2 7/"'" <br />TAPCONS ~ (2) 1/4" 7HRU BOLTS <br />QB. ALL OF 7H~ A80~ IIA Y BE CONN~CTED TO IKIOD HEADER BY SUSST17UTlNG <br /> <br /> <br />.':;). :>?~:~~;::S7 F:)~) FOR TAPCONS <br /> <br />. ." · ...,: . . ~.." '. ....,..' .,- ., (MIN. <br />'.;" "0" ~~.~...':. :~~.'$:'~'..'.lfI:':'';.''''.' <br /> <br />EXISTING ",- CONe. SLAB W/ NO >4CKS WITHIN 30" OF POST <br />a! NEW 7HK'ND S"xS- MONO FOOTING W/ (7) 115 CONT. <br />OR WOOD DECK W/ D8L 2x6 (MIN.) PERIMUER HEADER <br /> <br /> <br />BASE PLA TE CONNECnONS <br />(SCREEN RIDfS) N.T.S. <br /> <br />(2) 7/"'"_ STL <br />THRU BOLTS (TYP.) <br />2x AWM. BEAM <br />3"x3" ALUM. COL <br /> <br />POST CONNECnONS <br />(CllRPDRTS / OPEN PATIO> N.T.S. <br /> <br />THESE STRUCTURES DESIGNS WITH THE 2004 <br />FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT <br />ci' CHAP. 6 OF ASrz 7 FOR 710-150 MPH <br />WIND vaOClry (3 SEe. GUST) D(pOSUR~ 8 ci' C. <br />VOID AFTER 2-1-09 <br /> <br />DA II/D NORRIS DJGlNF:E:RING <br />112 COLEMAN RD. <br />W/NTFR HA 11/3,/, FZ. 338S0 <br />(863) 299-1048 P.E 32186 <br /> <br />