Laserfiche WebLink
<br />SCRIE[E!NJrED [ENCLOSURES: SCREEN I V~NVl WAllS AND SOliD COlVER <br /> <br />EDGE BEAM <br /> <br /> <br />1 "x2"xO.044" OPEN BACK <br />ATTACHED TO FRONT POST <br />WITH #10 x 2" SMS MAX. <br />6" FROM EACH PURLlN <br />AND 24" O.C. <br /> <br />FRONT WALL PURLlN <br /> <br />'l <br /> <br />SIDE WALL HEADER ATTACHED TO <br />1" x 2" x 0.044" OR BETTER WITH <br />MIN. 2 #10 x 1 1/2" SMS <br /> <br />SIDE WALL PURLlNS ATTACHED TO <br />1" x 2" x 0.044" OPEN BACK <br />WITH MIN 2 #10 x 1 1/2" SMS <br />IN SCREW BOSSES <br /> <br />FRONT AND SIDE BOTTOM RAILS <br />ATTACHED TO CONCRETE ~TH <br />1/4"x2 1 /4" MASONRY QUICK SET <br />@ 6" FROM EACH POST AND 24" <br />O.C. MAX, AND WALLS A MIN. 1" <br />FROM EDGE OF CONCRETE <br /> <br />TYPICAL CORNER DETAIL <br /> <br /> <br />4 - 1 / 4"x4" LAG BOLTS <br />W/ 1 1/4" FENDER WASHERS <br />PER 4' 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 />SEE SPAN TABLE HEADER <br /> <br />CHAIR RAIL AND KICK PLATE <br />2"x2"xO.044" HOLLOW RAIL <br /> <br />POST ATTACHED TO BOTTOM <br />W/ MIN. 3 #10 x 1 1/2" <br />IN SCREW BOSSES <br /> <br />1/4" x 2 1/4" MASONRY <br />ANCHOR @ 6" FROM EACH <br />POST AND 24" O.C. MAX. <br /> <br /> <br />ALUMINUM COVER OR <br />3" STRUCTURAL INSULA TED <br />ALUMINUM <br /> <br />HEADER ATTACHED TO POST <br />W/ MIN. 2 #10 x 1 1/2" <br />IN SCREW BOSSES <br /> <br />2"x2", 2"x,3", OR 3"x2" <br />HOLLOW SEE SPAN TABLES <br /> <br />FOR SNAP EXTRUSIONS <br />CHAIR RAIL ATTACHED TO <br />POST W/ MIN. 2 #10 x 1 1/2" <br />SMS IN SCREW BOSSES <br /> <br />1" x 2" x 0.044" OPEN BACK <br />BOTTOM RAIL <br /> <br />TYPICAL UPRIGHT DETAIL <br /> <br />KE'" WJlEY CONSTA(,CTlON <br />P.O. BOX 309 <br />CRYSTAL SPRINGS, FL ~3524 <br />PHONE (813) 782.0546 <br /> <br />[1@W[?@[]U@@ @:o [1l@[]U[]U@UUIJ lPo@:o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />SECTION: ;2 <br /> <br />@ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, PC <br /> <br />-25- <br /> <br />PAGE: 3=~2 <br />