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<br />SECTION 3 <br /> <br />EDGE BEAM <br /> <br />r x 2' x 0,044' OPEN BACK <br />ATTAC~ TO FRONT POST WJTI-l <br />#10 X 2' SMS, MAX, 6' FROM <br />'(:ACH PURLN AND 24" O.C, <br /> <br />FRONT WALL PLf1L1N <br /> <br />CO~OSITE ROOF PANELS: <br />(4) 1/4' X 4' LAG BOL.TS WITH <br />WITH }. 11 4' FENDER WASHERS <br />PER 4'-0' PANEL ACROSS THE <br />FRONT AND 24' O,C, ALONG <br />SOES (WALK-ON) <br /> <br />2' X 2' OR 2' X 3' HOLLOW <br />SEE SPAN TABLE HEADER <br /> <br />CHAFl RAL AND KICK PLATE <br />2' X 2' X 0,044' HOLLOW RAIL <br /> <br />POST ATTACHED TO BOTTOM <br />WITH Mr-l, (2) #10 X 1-112' S.MS. <br />N SCREW BOSSES <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br /> <br />o <br /> <br />I <br />"7 <br />.. L, <br /> <br />o <br /> <br /> <br />EXlSTNG SLAB MA Y BE USED F ____________ <br />N GOOD CONDITION AND APPROVED <br />BY Tt-E BUIlDING OFFICIAL <br /> <br />(1) HI.. Tl 1/2' X 3-1/2' KBR- <br />BOL TS APPROVED FOR 665# . <br />UPLFT WITH STD 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 /> <br /> <br />Lawrence E. Bennett, P.E. <br />CtVl. ENGH:ER - DEVEL~ CONSU.TANT <br />P.O. BOX 04368, SOUTH DAYTONA, FL 32121 <br />TEl.EPHQIIE (9004) 767-4T74 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />SIDE WALL HEADER A TT ACHED TO <br />l' X 2' x 0,044' OPEN BACK WITH <br />MN. (2)#10 x }'1/2' S,M.S, <br /> <br />SIDE WALL PURLlNS ATTACHED TO <br />1" x 2' x 0.044' OPEN BACK WITH <br />MN (2) #10 x 1-112' S.M.S, 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 MIN. l' FROM EDGE OF CONCRETE <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.M.S. 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 RAIL.. <br />ATTACHED TO POST WITH MIN, (2) <br />#10 x 1-1/2' SMS, N SCREW BOSSES <br /> <br />1'x2'xO,044' OPEN BACK BOTTOM RAIL.. <br /> <br />1/4" x 2-1/4" MASONRY ANCHOR @ e. <br />FROM EACH POST AND 24' O.C. MAX. <br /> <br />66 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPROOUCEON WHOLE OR N PART WlTHOl1T TIE WRITTEN PERMSSlON OF LAWRENCe E BENNETT, P.E <br />