Laserfiche WebLink
<br />SCREEN, VINYL, GLASS & MODULAR ROOMS <br /> <br />SECTION 3 <br /> <br />AN ROOF, COMPOSITE PANEL <br />OR HOST STRUCTURAL <br />FRAMING <br /> <br />(4) #8 x 112" S.M.S. EACH SIDE <br />OF POST <br /> <br />1 x 2 TOP RAIL FOR SIDE <br />WALLS ONLY OR MIN. FRONT <br />WALL 2 ATTACHED TO <br />POST 7 "x 1" x 2" ANGLE <br />CLI EACH SIDE OF POST <br /> <br /> <br />I <br /> <br />1" x 2" TOP RAILS FOR SIDE WALLS <br />WITH MAX. 3.5' LOAD WIDTH SHALL <br />HAVE A MAXIMUM UPRIGHT <br />SPACING AS FOLLOWS <br /> <br />MAX. UPRIGHT <br />SPACING <br />1'-0" <br />6'-r <br />6'-3" <br />6'.1" <br />5'-8" <br />5'-1" <br />4'.11" <br /> <br />WIND ZONE <br /> <br />102 <br />110 <br />120 <br />123 <br />130 <br />140 <br />150 <br /> <br /> <br />I <br /> <br />INTERNAL OR EXTERNAL <br />'L' CLIP OR 'U' CHANNEL CHAIR <br />RAIL ATTACHED TO POST WI <br />MIN. (4) #10 S.M.S. <br /> <br />GIRTORCHAIRe <br />PLATE 2" x 2" x 0.032" MIN. <br />HOLLOW RAIL <br /> <br />MIN. 3-1/2" SLAB 2500 PSI <br />CONC. 6 x 6 - 10 x 10 W.W.M. 1-1/8" MIN. IN CONCRETE <br /> <br />OR FIBER MESH VAPOR BARRIER UNDER <br /> <br /> <br />~ <br /> <br /> <br /> <br />ANCHOR 1 x 2 PLATE TO <br />CONCRETE WITH 1/4" x 2-112" <br />CONCRETE ANCHORS WITHIN <br />6" OF EACH SIDE OF EACH <br />POST AT 24" O.C. MAX. OR <br />THROUGH ANGLE AT 24" O.C. <br />MAX. <br /> <br />1" x 2" x 0.032" MIN. OPEN BAC <br />EXTRUSION <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER - DEllELOPMEHr CONSUL rANT <br />P.O. BOX 4368. SotITli DAYTONA. Fl 32121 <br />TELEPHONE (386) 707-4774 <br />FAX (386) 767-6556 <br /> <br />@ COPYRIGHT 2002 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRfITEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br /> <br />SEAL <br /> <br />PAGE <br /> <br />3-11 <br />