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96-5681
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1996
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96-5681
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Last modified
3/4/2009 2:51:38 PM
Creation date
7/13/2006 2:16:01 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-5681
Building Department - Name
SCHMITTER,JACK
Address
6111 ZEPHYR RIDGE
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<br />ATTACHED ALUMINUM COVERS , <br /> <br />(2) 1-1/2" x 1-1/2" x "t" ANGLE <br />OR (1) U CHANNEL x "t" <br /> <br /> <br />TOP OF GRADE <br />3" x 3' POST SEE TABLE <br /> <br />(1) HAT CHANNEL x "t' <br /> <br />3/8" x 3-1/2" BOLT <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br />80 LB. 2500 PSI CONCRETE <br />PRE-MIX <br /> <br />l <br /> <br />,<I .' . <br />...4' <I <br />. . . d <br />1 16' 1 <br /> <br />3"x3" BASE <br /> <br />. <br />N <br />....... <br />I <br />.., <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />POST IN CONCRETE w/ 14 fl BAR <br />12" LONG <br />POURED CONCRETE <br />REFER TO TABLE 5 <br /> <br /> <br />3" x 3" POST TURN BOlED <br />TO ANCHOR RISER <br /> <br />'-' <br /> <br />> <br />LL-1"/ <br /> <br /> <br />2-3/4" x 2-3/4" x 2-1.'2" <br />LONG x 1/8" TUBING <br /> <br />WELDED CONNECTION <br /> <br />n <br /> <br />12" x 12" x 1/4" PLATE <br /> <br />2'-0" MIN. <br />BEFORE SLOPE <br />T 1 : <br /> <br />~ .,.,..",.",..~..".." <br />, . Nom "':R "[~:'L~~:[~- <br /> <br />NOT REQUIRE WIRE MESH <br /> <br />3-1/2" CONC. SLAB <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />NOTE: IF LOCAL BUILDING DEPARTMENT HAS A <br />MINIMUM FOOTING SPECIFlCA TION, THAT <br />~INI~UM SHAUL SUPERCEDE THESE PLANS. <br /> <br />ISOLATED FOOTING <br /> <br /> <br />(1) 1/4 BiR CONT. <br /> <br />:_,p!_\ji(;,: <br />i. ." I:' <br /> <br />'jl~" .'li' <br /> <br />.,.,-,,-- <br /> <br />// ~ <br /> <br />.~ 'II, ' <br /> <br />~ 'J;~~'l <br /> <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />I"LAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING <br />o - 2"/12" 2"/12" _ 1'-10" <br /> <br />NOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P.S.I. CONCRETE W/ 6 x 6 - 10 x 10 <br />W1:LDED WIRE MESH OR FlBER MESH CONCRETE <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />'- <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER &: DEVELOPMENT CONSUI.:rANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX II 1 (904) 767-6556 <br /> <br />C COPYRIGHT. 1996 <br />NOrrO BE REPRODUCED IN WHOLE OR IN flI.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />" <br />.,) <br /> <br />43 <br />
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