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99-8800
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1999
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99-8800
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Last modified
3/4/2009 4:08:49 PM
Creation date
8/31/2006 2:36:22 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
99-8800
Building Department - Name
GREGG,BILL
Address
6921 NORTH LAKE DR
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<br />SECTION 3 <br /> <br />2'-0" MIN. <br />BEFORE SLOPE ~ <br />f 1v ~ <br /> <br />~ <br /> <br />TYPE I <br />FLAT SLOPE / NO FOOTING <br />0-2" /12" <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br /> <br />I <br />-9- <br />~ <br />~ <br /> <br />/ ~ <br />--1 <br /> <br />ALUMINUM FRAME SCREEN <br />WALL <br /> <br />ROWLOCK <br /> <br />. <br /> <br />5/16"0 GALVANIZED 'ALL <br />THREAD' OR 'THREAD ALL' <br />EMBEDDED IN CONCRETE OR <br />FASTENED TO CONCRETE <br />W/ APPROVED CONCRETE <br />ANCHOR @ 24" O.C. MAX. AND <br />WITHIN 6" OF EACH UPRIGHT <br />OR APPROVED ALTERNATE <br /> <br />1/4" x 6" RAWL TAPPER <br />THROUGH 1" x 2" AND <br />ROWLOCK INTO FIRST <br />COURSE OF BRICKS <br /> <br />4" (NOMINAL) PATIO <br />CONCRETE SLAB WI 6 x 6 - <br />10 x 10 WELDED WIRE MESH <br />OR FIBER MESH CONCRETE <br /> <br />(1) #5 0 BARS WI 3" COVER <br />(TYPICAL) <br /> <br />BRICK KNEEWAl,L AND FOUNDATION FOR SCREEN WALLS <br />SCALE: 1/2" = 1'-0" <br /> <br />~. <br />~.' ..... ~ <br /> <br /> <br />8" <br /> <br />TYPE II <br />MODERATE SLOPE FOOTING <br />2" /12" - 1'-10" <br /> <br />BRICK KNEEWALL TYPE S <br />MORTAR REQUIRED FOR <br />LOAD BEARING BRICK WALL <br /> <br />ALTERNATE CONNECTION OF <br />SCREENED ENCLOSURE FOR <br />BRICK OR OTHER NON- <br />STRUCTURAL KNEE WALL 1" <br />WIDE x 0,063" STRAP @ EACH <br />POST FROM POST TO <br />FOOTING WI (2) #10 x 3/4" <br />S. M. S. STRAP TO POST AND <br />(1) 1/4" x 1-3/4" TAPCON TO <br />SLAB OR FOOTING <br /> <br />(1) #5 BAR CONT. <br /> <br /> <br />:"~'.:tf~ <br /> <br />e <br /> <br />1'-0" <br /> <br />TYPE III <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />NOTES: <br />1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM <br />LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE II <br />FOOTING IS REQUIRED. <br /> <br />2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10 <br />WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. <br /> <br />3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR <br />FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. <br /> <br />SLAB-FOOTING DETAILS <br />SCALE: 1/2" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P,O, BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />e <br /> <br />@ COPYRIGHT 1999 <br /> <br />88 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETI, P.E, <br />
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