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02-1171
Zephyrhills
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2002
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02-1171
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Last modified
3/6/2009 2:55:46 PM
Creation date
11/8/2006 11:02:38 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1171
Building Department - Name
MCCOLLEN,RICHARD
Address
LOT 252 EMERALD POINT
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<br /> <br />SCREEN, VINYL, GLASS & MODULAR ROOMS <br /> <br />ANCHOR RECEIVING CHANNEL <br />TO CONCRETE WI FASTENER <br />(PER TABLE) WITHIN 6" OF <br />EACH SIDE OF EACH POST ~. <br />24" O.C. MA'f <br /> <br />I' <br /> <br />MIN. 3-1/2" SLAB 2500 <br />CONC. 6 x 6 - 10 x 10 W. <br />OR FIBER M <br /> <br />VAPOR BARRIER UNDE <br />CONCRETE <br /> <br />i*P"'#'" <br />....r' <br />~". <br />'....~....""~ <br /> <br />SECTION 3 <br /> <br />'11 9/16" TEK SCREWS BOTH <br />'0 <br />1fi~ 2-1/8" x 1" U-CHANNEL OR <br />ReCEIVING CHANNEL <br /> <br />QONCRETE ANCHOR <br />j~ER TABLE) <br />,^ 1-1/8" MIN. IN CONCRETE <br /> <br />ALTERNATE POST TO BASE CONNECTION - DETAIL 1 <br />SCALE: 3" = 1'-0" <br /> <br />ANCHOR 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 /> <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 />ED ED <br /> <br />.,. . <br /> <br />.,. <br /> <br />d <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 />CIVIL ENGINEER, DEVELOPMENT CONSUL rANT <br />P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (386) 767-4774 <br />FAX (366) 767~556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2001 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. <br /> <br />3"13 <br />
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