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<br />SCREEN, VINYL, GLASS & MODULAR ROOMS <br /> <br />MIN_ 3-112" SLAB 2500 PSI <br />CONC. 6 x 6 -10 x 10 W.W,M, <br />OR FIBER MESH <br /> <br /> <br />CHOR RECEIVING CHANNEL <br />TO CONCRETE WI FASTENER <br />(PER TABLE) WITHIN 6" OF I <br />EACH SIDE OF EACH POST @ <br />24" O,C. MAX, <br /> <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br />SECTION 3 <br /> <br />2" x 2" OR 2" x3* POST <br /> <br />#8 x 9/16" TEK SCREWS BOTH <br />SIDES <br /> <br />1" X 2-1/8" x 1" U-CHANNEL OR <br />RECEIVING CHANNEL <br /> <br />CONCRETE ANCHOR <br />(PER TABLE) <br />1-1/8" MIN. IN CONCRETE <br /> <br />ALTERNATE POST TO BASE CONNECTION - DETAIL 1 <br />SCALE: 3" = 1'-0" <br /> <br />CHOR RECEIVING CHANNEL <br />TO CONCRETE WI FASTENER <br />(PER TABLE) WITHIN 6" OF I <br />EACH SIDE OF EACH POST @ <br />24" O.C. MAX. <br /> <br />MIN. 3-1/2" SLAB 2500 PSI <br />CONC, 6 x 6 -10 X 10 W.W.M. <br />OR FIBER MESH <br /> <br /> <br />. <br />. <br /> <br />. <br /> <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br />2" x 2" OR 2" X 3" POST <br /> <br />#8 x 9/16" TEK SCREWS BOTH <br />SIDES <br /> <br />1" X 2-1/8" X 1" U-CHANNEL OR <br />RECEIVING CHANNEL <br /> <br />CONCRETE ANCHOR <br />(PER TABLE) <br />1-1/8" MIN, EMBEDMENT INTO <br />CONCRETE <br /> <br />ALTERNATE POST TO BASE CONNECTION - DETAil 2 <br />SCALE: 3" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER - DEVELOPMEWT CONSUL TANT <br />P.o. BOX 4368, SOUTH DAYTONA, Fl32121 <br />TELEPHONE (386) 701-4774 <br />FAX (386) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2002 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WlTHOlfT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. <br /> <br />3-13 <br />