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<br /> <br />SECURC ALUItI. PANS <br />w/ (.) "0 S.11I.S./PAN <br />(TYP. . eA. 010) <br />(j1f. <br />..\.... SL. <br />,II," /fr. <br /> <br />ROOF ATTACHJKNT <br />(SEe NOTE:S <<LOW) <br /> <br /> <br />'Rt.IN (OPnONAL - I" x 2" PURUN) <br />ALUUIMJItI OR <br />lIfNn KlCKPlA TC <br />I" X ,r," OPCNBACK W/ <br />1/." 01,1,. CONe. A.B. .24" o,e. (I1IAX) <br />(I) A.B. . eA. POST (2" MIN. eMBeD. - TYP.) <br />OR 1/4". X .J 1/4" TAPCON <br />1. c~ ::~. ~'. ,.~.' ~'. :..' - ~OR WOOD DECK <br />. ,.,. .. . .... I .... " <br />tlI .- :~.. ';.,.:' (SEE NOTE BELOW) <br />.11 .. <br /> <br />I 6" I NeW OR eXISTING <br />4" 2500 PSI CONe. SLAB <br />..,/AIOHO. FOOTCR (TYP.) <br />I-I' CONT (TYP.) <br /> <br />SCREEN ROOM DETAIL * <br /> <br />* FOR ItOOD DECK: USE 1'0 SCREW <br />X .1- LG. (THRU WOOD DECK INTO <br />SEAM OR HEADER) (I 24 - O. C. MAX.) <br />use (2) /10 X J" (I EA. POST <br /> <br />CLIP A TT A CHMEN T NO TES <br /> <br />CAPRI CLIP: / <br />USE (2) L ,. X I" X .060" w/ (2) <br />/10 X .1/,,- TEXS INTO EA. FACE <br />fJfl <br />CASTLE CLIP: . <br />L 1 1/2- X 2 1/8" X .050" REC. CHANNeL <br />w/ (4) 1'0 X 3/4" TE:KS INTO BEAM OR OPEN BACK <br />&- (2) /10 X 3/4- TE:KS INTO EA. S. 1.1. B. OF COL. <br /> <br />, <br /> <br />--.;---:::-::,- <br /> <br /> <br />3" STRUCTURAL ALUM, <br />ROOF SYSTOI <br />2"11 __S.I1I. BeAM. (SEe CHAIITS) <br />(2) 1/4" OIA.1t .J 1/2- THRU <br />BOt TS <br /> <br />.J 1/8- x I 1/2- X 1/8" [ BASE W/ (2) <br />1/4- 0104. TAPCONS OR eOUfV.jPOST w/ <br />(2) 1/.- OIA. It .J 1/2" THRlJ BOt TS <br />- TOP OR SIDC ItIOONT ALLOIt('D- <br />ALUItI. BASE INSERT <br />w/ (2) 1/." OIA. X 2 1/.- TAPCONS <br />(2" 1tIIN. -eMBeD. TYP.)SECURe ALUM. <br />ca. w/ (2) 1/." OIA. THRU SOL TS <br /> <br />)/~~~t}:. .'~; J '.: :~W OR eXlST1NC <br />4" 2$00 PSI CONe. SLAB <br />(SEe PAce .J-C) <br /> <br />CARPORT / OPEN PA no' <br />DETAIL W/ ROOF ATTACHMENT <br />N. T.S. <br /> <br />ROOF A TT A CHMEN T NO TES <br />NOTE:: SEE FOURTH - WALL SUPPORT DETAIL, IMI=.77 <br />OR ALTE:RNA TE: DETAILS FOR A TTACHING ALUM. <br />STRUCTURES. I.,. 1.0 <br /> <br />FASTE:NER TO BE DETERMINED <br />BASED ON CONSTRucnON OF <br />HOST STRUCTURE <br />1'0 5.M.S. X 1 1/2- (I S" <br />0, C. INTO ~oo <br />DB <br />(2) 110xl 1/2- (I 16" O.C. INTO WALL STUDS <br />DB <br />(2) 110 X .1- (12"" O.C. THRU <br />.1/4- (MIN.) FASCIA INTO tRuss OR <br />RAFTE:R TAILS * <br />f}f! <br />1/4-- TAPCONS (I S" O.C. STAGGERED INTO CONC. <br />w/ /10 S.M.S. THRU REC. HEADER INTO PAN BOTTOM <br />tJJllE;", 1 1/4" MIN. EMBEDMENT INTO CONC. <br />, 1/2- MIN. EMBEDMENT INTO 1ttI0D <br /> <br />* REPLACE ALL DETERIORA nNG <br />WOOD; W/ FASCIA SECUReD <br />TO RAFTER (TRUSS) TAILS <br /> <br />THESE STRUCTUReS DESIGNED WITH <br />THe 2001 FLORIDA BLDG. CODe <br />cl> CHAP. 6 OF A SeE 7 FOR "0- I.J~ MPH WIN <br />vE:LOCITY (3 SEe. GUsr) EXPOSURe B. <br />VOIO AFTER 2- 1-05 1'11I..77 <br /> <br />OA 'lTD NORRIS ENGINEERING <br />,,2 COLEMAN RD. <br />WIN T'ER HA Vf:N. FL. 33BBO <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. 2-8 <br /> <br />I <br />