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<br />.' <br /> <br />~l,;kl::l::j>l, VIN r L & l:>LM........ I,VV,.I.... <br /> <br />COMPOSITE ROOF PANELS: <br />(4) 1/4" x 4" LAG BOLTS WI <br />1-1/4" FENDER WASHERS PER <br />4'-0" PANEL ACROSS THE <br />FRONT AND 24" O,C. ALONG <br />SIDES (WALK-ON) <br /> <br />2" x 2" OR 2" x 3" HOLLOW <br /> <br />CHAIR RAIL AND KICK PLATE <br />2" x 2" HOLLOW RAIL <br /> <br />POST ATTACHED TO BOTTOM <br />WI MIN. (2) #10 x 1-1/2" S.M.S. <br />IN SCREW BOSSES <br /> <br />EXISTING SLAB MAY BE USED <br />IF IT IS IN GOOD CONDITION <br />AND IT IS APPROVED BY THE <br />BY THE BUILDING OFFICIAL <br />(1) HILTI1/2" x 3-1/2" KBII- <br />BOLTS APPROVED FOR 665# <br />UPLIFT WI STD. PLATED CUT <br />STEEL WASHER <br />(1) 318" BOLT FOR 3" POST (2) <br />318" BOLTS FOR 3" x 4" POST <br /> <br /> <br /> <br /> <br />TYPICAL UPRIGHT DETAIL <br />SCALE: 114" = 1" <br /> <br />vL\"'II\...Ii'4~ <br /> <br />RISER PANELS: (3) #8 x 112" <br />S,M,S, PER 12" PANEL <br /> <br />HEADER ATTACHED TO POST <br />WI MIN, (2) #10 x 1-112" S.M.S, <br />IN SCREW BOSSES <br /> <br />2" x 2", 2" x 3" OR 3" x 2" <br />HOLLOW (SEE SPAN TABLES) <br /> <br />FOR SNAP EXTRUSIONS <br />C~RRAILATTACHEDTO <br />POST WITH MIN. (2) #10 x <br />1-112" S.M.S. IN SCREW <br />BOSSES <br /> <br />1" x 2" OPEN BACK BOTTOM <br />RAIL <br /> <br />1/4" x 2-1/4" MASONRY <br />ANCHOR @ 6" FROM EACH <br />POST AND 24" O,C, (MAX,) <br /> <br />Lawrence E. Bennett, P.E. <br />CIVll. ENGINEER . ~lOPMEHT CONSUl TANT <br />PO. BOX 4388. SOlm-fOAVTONA. Fl32121 <br />TELEPHONE (104) 78T..n. <br />FAX (104) 78T.e55l1 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />SECTION 3 <br /> <br />C> COPYRIGHT '999 <br />NOT TO BE REPROOUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE <br /> <br />83 <br /> <br />EDGE BEAM <br /> <br /> <br />1" x 2" OPEN BACK ATTACHED <br />TO FRONT POSTW/#10x 2" <br />S.M.S. MAX. 6" FROM EACH <br />PURLIN AND 24" O,C, <br />, <br /> <br />FRONT WALL PURlIN <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br /> <br />@ <br /> <br /> <br /> <br />TYPICAL CORNER DETAIL <br />SCALE: 1/4" = 1" <br /> <br />Lawrence E. Bennett, P.E. <br />CMl ENGINEER . O&B.OflIIEHr CONSUl. TNIT' <br />P.O. BOX 4381. sount DAYTONA. Fl32t2t <br />TaEPHONE (104) 7eT~n.. <br />FAX (004) 717-11551 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />SIDE WALL HEADER <br />ATTACHED TO 1" x 2" OPEN <br />BACK WI MIN. (2)#10 x 1-112" <br />S,M.S. <br /> <br />SIDE WAU PURlINS <br />ATTACHED TO 1" x 2" OPEN <br />BACK WI MIN, (2) #10 x 1-1/2" <br />S,M,S, IN SCREW BOSSES <br /> <br />FRONT AND SIDE BOTTOM <br />RAILS ATTACHED TO <br />CONCRETE WI 1/4" x 2-1/4" <br />MASONRY QUICK SET @ 6" <br />FROM EACH POST AND 24" <br />0, C. MAX. AND WALLS MIN, 1" <br />FROM EDGE OF CONCRETE <br /> <br />82 <br /> <br />e COPYRIGHT 1999 <br />NOT TO BE REPRODUCEO IN WHOLE OR IN PART WnHQUT HIE WRITTEN PERMISSION OF LAWRENCE E BENNEn, P,E <br />