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<br />SECTION 3 <br /> <br />EDGE BEAM <br /> <br />f x 2' x 0,044' OPEN BACK <br />A TT ACt-ED TO FRONT POST Wffii <br />#10 x 2' SMS, MAX. 6' FROM <br />. f;:ACH PURLN AND 24' O,C, <br /> <br />FRONT WALL PlA'lLlN <br /> <br />CO~OSITE ROOF PANELS: <br />(4) 1/4" x 4' LAG BOL.TS WITH <br />WITH }. V 4' FENDER WASHERS <br />PER 4'-0' PANEL ACROSS THE <br />FRONT AND 24" O,C, ALONG <br />SOES (WALK-ON) <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br /> <br /> <br />o <br /> <br />I <br />--2-- <br /> <br />2' x 2" OR 2' x 3" HOLLOW <br />SEE SP AN TABLE HEADER <br /> <br />CHAIR RAL AND KICK PLATE <br />2' x 2' x 0,044" HOLLOW RAIL <br /> <br />POST ATTACHED TO BOTTOM <br />WITH Mf.j, (2) #10 x 1-1/2' S.MS. <br />t-I SCREW BOSSES <br /> <br />EXISTNG SLAB MA Y BE USED F ____________ <br />t-I GOOD CONDITION AND APPROVED <br />BY TI--e BUIlDING OFAClAL <br /> <br />(1) r.. Tl 1/2' x 3-1/2" KB" <br />BOL TS APPROVED FOR 665# . <br />UPl.FT WITH sm PLATED CUT <br />STEEL WASHER <br /> <br />(1) 3/8' BOLT FOR 3' POST <br />(2) 3/8' BOLTS FOR 3' x 4' POST <br /> <br />o <br /> <br /> <br />-. <br /> <br />/ <br /> <br />------ <br /> <br /> <br />, I ~ .....~~.~'~ ''t~'' <br /> <br />Lawrence E. Bennett, P,E. <br />CIVL EJoIGIoEER - DEvaOPlENT COHSlL TANT <br />P,O, BOX <43&8, SOUTH DAYTONA, Fl 32121 <br />TEI..EPHOt-E (904) 767-4n4 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />SIDE WALL HEADER ATTACHED TO <br />i x 2' x 0,044' OPEN BACK WITH <br />MN. (2)#10 x }'1/2' S.MS, <br /> <br />SIDE WALL PURLlNS ATTACHED TO <br />1" X 2" x 0,044' OPEN BACK WITH <br />MN. (2) #10 x 1C 112" S.MS, IN <br />SCREW BOSSES <br /> <br />SIDE WALL PURLlNS ATTACHED TO <br />l' x 2" x 0,044' OPEN BACK WITH <br />MN, (2) #10 x 1-1/2' S,M.S. IN <br />SCREW BOSSES <br /> <br />FRONT AND SIDE BOTTOM RALS <br />ATTACHED TO CONCRETE WITH <br />1/4" x 2-1/4' MASONRY QUICK SET <br />AT 6" FROM EACH POST AND <br />24' ON CENTER MAX, AND WALLS <br />A MlN. l' FROM EDGE OF CONCRETE <br /> <br />''') <br />::,::'.j' <br />'~. ^ . <br /> <br />RISER PANELS: <br />(3) #8 x 1/2' S,M.S, PER 12' PANEL <br /> <br />HEADER ATTACHED TO POST WITH <br />MN. (2) #10 x 1-1/2' S,MS. IN SCREW <br />BOSSES <br /> <br />2" x 2", 2" x 3' OR 3' x 2' HOLLOW <br />SEE SPAN TABLES <br /> <br />FOR SNAP EXTRUSIONS CHAIR RAR.. <br />A TT ACI-ED TO POST WITH MIN, (2) <br />#10 x 1-1/2' S.M.S, N SCREW BOSSES <br /> <br />ix2"xO,044' OPEN BACK BOTTOM RAl. <br /> <br />V4' x 2-1/4' MASONRY ANCHOR @ 6" <br />FROM EACH POST AND 24' O,C. MAX. <br /> <br />!'.,. <br />':;!, <br /> <br />66 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED N WHOLE OR N PART wrTHOlJT TIE WRITTEN PERMSSlON OF LAWRENCE E. BENNETT, P.E <br />