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96-5626
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1996
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96-5626
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Last modified
3/4/2009 2:51:52 PM
Creation date
7/13/2006 10:13:13 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-5626
Building Department - Name
DALANEY,BILL
Address
5424 10TH ST
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<br /> <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 />1- <br /> <br /><1 .. . <br /> <1 <br />....4. . . . <1 <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 ~ BAR <br />12" LONG <br />POURED CONCRETE <br />REFER TO TABLE 5 <br /> <br /> <br />3" x 3" POST TURN BOLTED <br />TO ANCHOR RISER <br /> <br />II <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 />"--- <br /> <br />> <br />- ~ <br />LL-lY <br /> <br />12" . 12" x 1/4. PLATE <br /> <br />2'-0" MIN, <br />BEFORE SLOPE <br />T f . <br />/ NOTE, "B:'~:;:'=~:;:S'~ <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 SPECIFICATION, THAT <br />MINIMUM SHALL SUPERCEDE TJ-tESE PLANS, <br /> <br />1~30LATED FOOTING <br /> <br />(1) 15 BAR CONT. <br /> <br />(1) 14 BAR CONT. <br /> <br />. ,:l.;ll'~'~ liJj;~~,tJ' <br /> <br /> <br />--- <br />/ <br />!:, ", <br />::1 <br /> <br />. , <br />N <br />~ <br /> <br />:~ 1""1"'" <br />'II . . <br />- 8" <br /> <br /> <br />I'LA T SLOPE / NO FOOTING MODERA TE SLOPE FOOTING <br />I) - 2"/12" 2"/12" _ 1'-10" <br /> <br />'IOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION <br />MIN. 2500 P.S.I. CONCRETE WI 6 x 6 - 10 x 10 <br />WELDED WIRE MESH OR FIBER MESH CONCRETE <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />....- <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER & DEVELOPMENT CONSUU'ANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />fAX' 1 (904) 767-6556 <br /> <br /> <br />e COPYRIGHT, 1996 <br />N ) r TO BE REPRODUCED IN WHOLE OR IN flII.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />3 <br /> <br />43 <br />
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