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97-6469
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1997
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97-6469
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Last modified
3/4/2009 3:06:14 PM
Creation date
8/1/2006 11:02:55 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
97-6469
Building Department - Name
CORREIA
Address
37705 PRADO PL
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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 GR AD'~ <br /> <br />3" x 3" POST SEE TABLE <br />\ <br /> <br />'-- <br /> <br />(1) HAT CHANNEl x "t" <br /> <br />3/B- x 3-1/2" BOLT <br /> <br />"t" IS THICKNESS OF <br />REQUIRED POST <br /> <br />80 LB, 2500 PSI CONCRE1E <br />PRE-MIX <br /> <br />. <I ., <br /> <br />. & <br /> <br /><I <br /> <br />. <br /> <br />& <br /> <br />. & <br /> <br />4 <br /> <br />3"x3" BASE, <br /> <br />'t--'-- <br />S 1 <br />I <br />.., <br /> <br />16" <br /> <br />1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />POST IN CONCRETE w/ 14 ~ BAR <br />12" lONG <br /> <br /> <br />3" x 3" POST TIJRN BOL TED <br />TO ANCHOR RISER <br /> <br />" <br />"* <br />/ <br />J ... -- l --J "y/~ <br /> <br /> <br />2-3/4" x 2-3/4. x 2-1/2" <br />LONG x 1/8. TUBING <br /> <br />~ <br /> <br />I <br /> <br />a <br /> <br />t <br /> <br />POURED CONCRETE <br />REFER TO TABLE 5 <br /> <br />+--- <br /> <br />Vl1::LDED CONNECTION <br /> <br />12" x 12. x 1/4. PLA1E <br /> <br />2'-0' MIN, <br />BEFORE SLOPE <br /> <br />3-1/2" CONC. SLAB <br />BASE ANCHOR CONNECTOR <br />FOR POST TO SLAB CONNECTION <br />NOTE: IF LOCAL BUILDING DEPARllAENT HAS A <br />MINIMUM FOOTING SPECIFICAllON, THAT <br />MINIMUM SHAll SUPERCEDE THESE PLANS, <br /> <br />ISOLA TED FOOTING <br /> <br /> <br />l' <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br /> <br />(1) 15 BAR CONT, <br /> <br />(1) *4 BAR CONT. <br /> <br />FLAT SLOPE / NO FOOTING MODERA1E SLOPE FoollNG <br />o - 2"/12" 2"/12" - 1'-10" <br /> <br />NOTE; NO FOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P,S.1. CONCRETE W/ 6 x 6 - 10 x 10 <br />WELDED WIRE MESH OR FIBER MESH CONCRETE <br /> <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />'- ' <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL BNOINEEJI. &: DEVELOPMENT CONSUlXANT <br />P. O. BOX 4388 SOUTH ~YTONA, FL 3212~ <br />PHONE 1 (90-4) 767-4774 <br />FAX' 1 (904) 767-6556 <br /> <br />o COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E, <br /> <br /> <br />,3 <br />43 <br />
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