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<br />SECURE ALUM. PANS <br />wi (4) /10 S.M.S,jPAN <br />(TYP. 0 EA. END) <br />SI.Ope: <br />",11'l. <br />1/4' /rI. <br /> <br />ROOF ATTACHMENT <br />(SEE NOTES BELOW) <br /> <br /> <br />SECURE ALUMINUM PANS TO TOP PLA TE <br />OF END WALL (AND END WALL VERTICAL <br />TO HOST STRUCTURE) wi #10 X 2~ S.M.S. <br />o 24~ O.C. <br /> <br />3~ STRUCTURAL ALUM. <br />ROOF SYSTEM (TYP.) <br /> <br />2~x--- BEAM <br />ATTACHED 0 T&B W/ CAPRI CLIP <br />OR CASTLE CUP (SEE NOTES BELOW) <br /> <br />POST (SEE CHARTS) <br />MAX. 6'-0~ SPACING <br /> <br />2~x2" PURLlN (OPTIONAL - I" X 2~ PURLlN) <br />ALUMINUM OR <br />'v1NYL KICKPLA TE <br /> <br />1~ X _~ OPENBACK ~ <br />[ I" X 2 1/8" REC. <br />1/4~ DIA. CONC. 'A.B. 0 24~ O.C. (MAX) <br />(1) A.B. 0 EA. POST (2" MIN. EMBED. - TYPo) <br />OR 1/4~_ X 2 1/4" TAPCON <br />i "'. :'.', . .. ..,' .' '" <br />. .""" ~,'" :", ~::..~ ",', f",O.R WOOD DECK <br />.- '~.. ':".;," , (SEE NOTE f3ELOW) <br />~. ',...' . . <br /> <br />\ 8" \ EW OR EXISTING <br />. 4 ~ 2500 PSI CONC. SLAB <br />w/MONO. FOOTER (TYP.) <br />1-/5 CONT (TYP.) <br /> <br />SCREEN ROOM DETAIL * <br /> <br />* FOR WOOD DECK: USE #10 SCREW <br />X 3" LG. (THRU WOOD DECK INTO <br />BEAM OR HEADER) ~ 24" O.C. MAX.) <br />USE (2) #10 X 3" (J EA. POST <br /> <br />CLIP A TTACHMENT NOTES <br /> <br />CAPRI CLIP: <br />USE (2) L 1" X 1" X .060" wi (2) <br />#10 X 3/4" TEKS INTO EA. FACE <br />OR ' ' <br />CASTLE CUP: <br />L 1 1/2" X 2 1/8" X .050" REG. CHANNEL <br />w/ (4) #10 X 3/4" TEKS INTO BEAM OR OPEN BACK <br />& (2) #10 X 3/4" TEKS INTO EA. SIDE OF COL. <br />QB <br />INTERNAL CUP: <br />USE [ 1 1/2" X 3/4" X 1 1/2 "L G. X .044" <br />W/ (2) 1/4"~ X 2 1/4" TAPCONS <br />& (2) #10 X 3/4" TEKS THRU COL. <br />INTO EA. SIDE OF CUP. <br /> <br />GENERAL NOTES <br /> <br /> <br />J~ STRUCTURAL ALUM. <br />Rage., SYSTEM <br />2~x -I-S.M. BEAM (SEE CHARTS) <br />(2) 1/4" OIA.x 3 112~ THRU <br />BOL TS <br /> <br />3 1/8" X 1 1/2~ X 1/8" [ BASE wi (2) <br />1/4~ DIA. TAPCONS OR EQUIV.jPOST wi <br />(2) 1/4" OIA. x 3 1/2" THRU BOLTS <br />_ TOP OR SIDE MOUNT ALLO~O- <br />ALUM. BASE INSERT <br />W/ (2) 1/4~ DIA. X 2 114" TAPCONS <br />(2" MIN.-EMBED. TYP.) SECURE ALUM. <br />COL w/ (2) 1/4~ DIA. THRU BOL TS <br /> <br />':T:~~~~~;"> ~': : :.! '., :~~ OR D7STlNG <br /> <br />4" 2500 PSI CONe. SLAB <br />(SEE PAGE 3-C) <br /> <br />CARPORT / OPEN PA no <br />DETAIL w/ ROOF ATTACHMENT <br />N. T.S. <br /> <br />ROOF A TTACHMENT NOTES <br />NOTE: SEE FOURTH - WALL SUPPORT DETAIL. Iw=.77 <br />OR AL TERNA TE DETAILS FOR A TTACHING ALUM. <br />STRUCTURES. Iw= 1.0 <br /> <br />[ RECEIVING FASTENER TO BE DETERMINED <br />BASED ON CONSTRUCTION <br />OF HOST STRUCTURE <br />#10 S.M.S. X 1 1/2" (J 8n <br />O.C. INTO WOOD <br />QB <br />(2) #10xl 1/2" @ 16" O.C. INTO WALL SlUDS <br />QB <br />(2) #1D X J" @ 24" D.C. THRU <br />3/4" (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS * <br />QB <br />1/4"~ TAPCONS @ 8" O.C. STAGGERED INTO CONC. <br />W/ #10 S.M.S. THRU REC. HEADER (EXTRUDED HEADER <br />USED AGAINST MASONRY) INTO PAN BOTTOM. <br /> <br />J::1QIE;.. 1 1/4" MIN. EMBEDMENT INTO CONC. <br />1 1/2" MIN. EMBEDMENT INTO WOOD <br />* REPLACE ALL DETERIORA TlNG <br />WOOD; w/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br /> <br />1, 1/4"~ CONC. A.B. INCLUDES: <br />A. 1/4"~ x 1 1/4" DRIVE NAIL ANCHOR (EQUAL TO: WEJ-IT # DN1411). <br /> <br />THESE STRUCTURES DESIGNED WI~ <br />THE 2004 FLORIDA BLDG, CODE <br />& CHAP, 6 OF ASCE 7 FOR 110- MPH WIN. <br />VELOCITY (3 SEC. GUST) EXPOSURE B. <br />VOID AFTER 2-1-07 Iw=.77 <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HAVEN, FL. 33880 P 2 B <br />(863) 299-1048 P.E. 32186 g. - <br />