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<br />SECTION 3 <br /> <br />EDGE BEAM <br /> <br />r x 2" x 0.044" OPEN BACK <br />ATTActED TO FRONT POST WITH <br />#10 x 2" SMS. MAX. 6" FROM <br />EACH ~ At>.D 24" O.C. <br /> <br />FRONT WALL ~ <br /> <br />CQMJOSITE ROOF PAtELS: <br />(4) 114" x 4" LAG BOLTS WITH <br />WITH 1-114" FEN>ER WAStERS <br />PER 4'-0" PAtEL ACROSS THE <br />FRONT At>.D 24" O.C. ALONG <br />SlOES (WALK-ON) <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br /> <br /> <br />2" x 2" OR 2" x 3" HOLLOW <br />SEE SPAN TABLE !-EADER <br /> <br />~ RAL AND KICK PLATE <br />2" x 2" x 0.044" HOlLOW RAL I <br /> <br />POST ATTActED TO BOTTOM -~--- <br />WITH MN. (2) #10 x 1-112" S.M.S. -l <br />1\1 SCREW BOSSES <br /> <br />EXISTIIIG SLAB MAY BE USED F ~ <br />III GOOD COt>.DlTlON AND APPROVED <br />BY TtE BlJI..DN3 OFFICIAL <br />(1) HI.. n 112" x 3-112" KBI- <br />BOLTS APPROVED FOR 665# . <br />lRFT WITH S10 PLATED CUT <br />STEEL WASHER <br /> <br />(1) 3/S" BOLT FOR 3" POST <br />(2) 3/S" BOLTS FOR 3" x 4" POST <br /> <br />- <br /> <br />o <br /> <br /> <br />o <br /> <br />1 <br /> <br /> <br />44 <br /> <br />TYPICAL CORNER DET AL <br /> <br /> <br /> <br />SIDE WALL HEADER ATTACHED TO <br />r x 2" x 0.044" OPEN BACK WITH <br />MIll. (2)#10 x 1-1/2" SMS. <br /> <br />SIDE WALL PURLINS ATTACHED TO <br />r x 2" x 0.044" OPEN BACK WITH <br />MIll. (2) #10 x 1-1/2" S.M.S. IN <br />SCREW BOSSES <br /> <br />SIDE WALL PURLNS ATTACHED TO <br />r x 2" x 0.044" OPEN BACK WITH <br />MN. (2) #10 x 1-1/2" S.M.S. III <br />SCREW BOSSES <br /> <br />FRONT AND SIDE BOTTOM RALS <br />ATTACHED TO CONCRETE WITH <br />1/4" x 2-1/4" MASONRY QlICK SET <br />AT 6" FROM EACH POST AND <br />24" ON CENTER MAX. AND WALLS <br />A MIN. 1" FROM EDGE OF CONCRETE <br /> <br />/ <br /> <br />RISER PANELS: <br />(3) #8 x 1/2" S.M.S. PER 12. PANEL <br /> <br />Z <br />---! <br /> <br />HEADER ATTACHED TO POST WITH <br />MN. (2) #10 x 1-112" S.M.S. IN SCREW <br />BOSSES <br /> <br />.~l <br />7 2" x 2", 2" x 3" OR 3" x 2. HOLLOW <br />'--" :J SEE SPAN TABLES <br /> <br /> <br />FOR SNAP EXmUSIONS CHAIR RAL <br />ATTACHED TO POST WITH MIN. (2) <br />#10 x 1-1/2" SMS. III SCREW BOSSES <br /> <br /> <br />TYPICAL UPRIGHT DET AL <br /> <br />Lawrence E. Bennett, P.E. <br />CIVL ENGItEER - DEVaOPMENT CONStL TANT <br />P.O. DOX 4388, SOUTH DAYTONA, FL 32121 <br />TEl..EPHClfE (904) 787-4774 <br />FAX (904) 787-8558 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />1"x2"xO.044" OPEN BACK BOTTOM RAL <br /> <br />114" x 2-1/4" MASONRY ANCHOR @ 6" <br />FROM EACH POST AND 24" O.C. MAX. <br /> <br />66 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED N WHOLE OR N PART wmtOUT TIE WRITTEN PBNSSION OF LAWRENCE E. BENETT. P.E. <br />