Laserfiche WebLink
<br />SECTION 3 <br /> <br />EDGE BEAM <br /> <br />r x 2" OPEN BACK <br />A TT ACHED TO FRONT POST WITH <br />. #10 x 2" SMS. MAX. 6' FROM <br />EACH PlR..N A/ID 24" O.C. <br /> <br />FRONT WALL f>tR.N <br /> <br />COf.POSlTE ROOF PANaS: <br />(4) #10 x (t + V2") WITH <br />WITH 1- V 4" FEN:>ER W ASl-EAS <br />PER 4'.0" PAN:.l.. ACROSS Tl-E <br />FRONT A/ID 24" O.C, ALONG <br />SDES (WAlK-ON) <br /> <br />2" x 2" OR 2" x 3" HOLLOW <br />SEE SPAN TABLE !-EADER <br /> <br />CHAFl RAL A/ID KICK PLATE <br />2" x 2' HOLLOW RAL <br /> <br />POST A TT ACI-ED TO BOTTOM <br />WITH t.'l"i (2) #10 x 1- V2" SMS. <br />N SCREW BOSSES <br /> <br />EXlSTt>JG SLAB MAY BE USED F <br />N GOOD CONDITlON A/ID APPROVED <br />BY Tl-E BUI...DNG OFFICIAL <br /> <br />(1) t-t.. TI V2" x 3- V2" K8J. BOLTS <br />APPROVED FOR 665# lPLFT WITH ' <br />STD. PLATED CUT STEEL WASHER <br /> <br />(1) 3/S" BOLT FOR 3" POST <br />(2) 3/S" BOLTS FOR 3" x 4" POST <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br /> <br /> <br />------- <br /> <br />o <br /> <br /> <br />o <br /> <br /> <br />". <br /> <br /> <br /> <br /> <br />Lawrence E. Bennett, p"E. <br />CtVl. EJ>K>>EER . DE\IE1.OPfENT CONSU.. T ANT <br />P.O. BOX 4368, SOVTli DAYTONA, FL 32121 <br />TCI..EPI-lCltE (9Q.4) 787'4n4 <br />FAX (9Q.4) 787-8658 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />SDE WAll HEADER ATTACHED TO <br />l' x 2" OPEN BACK WITH MIN, <br />(2)#10 x 1-1/2' SM.S. <br /> <br />SDE WALL PURLNS ATTACHED TO <br />l' x 2' OPEN BACK WITH MIN. <br />(2) #10 x 1-1/2" SMS. IN <br />SCREW BOSSES <br /> <br />FRONT AND SDE BOTTOM RAILS <br />ATTACI-ED TO CONCRETE WITH <br />V4" x 2-1/4" MASONRY QUICK SET <br />AT 6" FROM EACH POST AND <br />24' ON CENTER MAX. AND WALLS <br />A MN. 1" FROM EDGE OF CONCRETE <br /> <br />RISER PAt-ELS: <br />(3) #S x 1/2" SM.S, PER 12" PANEL <br /> <br />t-EADER ATTACHED TO POST WITH <br />MN. (2) *10 x 1- V2' SMS. N 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 CHA~ RAL <br />ATTACI-ED TO POST WITH MIN. (2) <br />#10 x 1-V2" SMS. IN SCREW BOSSES <br /> <br />l' x 2" OPEN BACK BOTTOM RAL <br /> <br />V4" x 2-V4" MASONRY ANCHOR @ 6" <br />FROM EACH POST AND 24" O,C. MAX. <br /> <br />72 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPROOUCED N WHOU: OR ... PART wm-KXJT nt:: WRITTEN PERMSSION OF LAWRENa: E. BENErT, P.E. <br />