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97-6569
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1997
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97-6569
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Last modified
3/4/2009 3:06:00 PM
Creation date
8/2/2006 1:55:54 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
97-6569
Building Department - Name
LEARY,MAC
Address
3447 BERYL LN
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<br />ATTACHED ALUMINUM COVERS <br /> <br />(1) HAT CHANNEL . .t. <br /> <br />'..r <br />N <br /> <br /> <br />TOP OF GRADE <br />3" x 3. POST SEE TABLE <br /> <br />(2) 1-1/2. x 1-1/2. x -r' ANGLE <br />OR (1) U CHANNEL x .r' <br /> <br />. <br /> <br />.t. IS THiiKNESS OF <br />REQUIRED POST <br /> <br />3/8. . 3-1 /2. BOLT <br /> <br />80 LB. 2500 PSI CONCRETE <br />PRE-MIX <br /> <br />l <br /> <br />3".3. BASE <br /> <br />~ <br />'- <br />I <br />.., <br /> <br />1 <br /> <br />16. <br /> <br />1 <br /> <br />ALUMINUM CONVENTIONAL CONSTRUCTION <br />PORCH POST CONNECTION <br /> <br />-t-- <br />I <br />I <br />I <br /> <br /> <br />2-3/4. . 2-3/4. . 2-1/2. <br />LONG. 1/8. TUBING <br /> <br />POST IN CONCRETE w/ #4 _ BAR <br />12" LONG <br /> <br /> <br />3. . .3" POST TURN BOLTED <br />TO ANCHOR RISER <br /> <br />POURED CONCRETE <br />REFER TO TABLE 5 <br /> <br />WELDED CONNECTION <br /> <br />a <br /> <br />I <br />I <br />+--- <br /> <br />i I <br /> <br />+- L----+ <br /> <br />12" x 12. . 1/4. PLATE <br /> <br />T <br /> <br />2'-0" MIN. <br />BEFORE SLOPE <br /> <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 THESE PLANS. <br /> <br />3-1/2. CONC. SLAB <br /> <br />ISOLATED FOOTING <br /> <br />/ <br /> <br />f - <br />I -l---:- <br /> <br /> <br />(1) #4 BAR CONT. <br /> <br />" <br /> <br /> <br />--- <br />/" <br />" <br /> <br /> <br />NOTE: FIBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESH <br /> <br />FLA T SLOPE / NO FOOTING MODERA TE SLOPE FOOTING <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 />~ J B. 1 <br /> <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />LAWRENCE E. BENNETT, P.E. <br />crvn. ENGINEER &: DEVELOPMENT CONSUI:rANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX /I 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN Aa.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE. <br /> <br /> <br />3 <br /> <br />43 <br />
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