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<br />SECTION 3 <br /> <br />1/4" x 6" RAWL TAPPER <br />THROUGH 1" x 2" AND ROW <br />LOCK INTO FIRST COURSE OF <br />BRICKS <br /> <br />ALTERNATE CONNECTION OF <br />SCREENED ENCLOSURE FOR <br />BRICK OR OTHER NON- <br />STRUCTURAL KNEE WALL <br />1" WIDE x 0.063" THICK STRAP <br />@ EACH POST FROM POST TO <br />FOOTING W/ (2) #10 x 3/4" <br />SoM,So STRAP TO POST AND <br />(1) 1/4" x 1-3/4" TAPCON TO <br />SLAB OR FOOTING <br /> <br />SCREEN, VINYL, GLASS & MODULAR ROOMS <br /> <br /> <br />ALUMINUM FRAME SCREEN <br />WALL <br /> <br />ROW LOCK <br /> <br />BRICK KNEEWALL TYPE S <br />MORTAR REQUIRED FOR <br />LOAD BEARING BRICK WALL <br /> <br />4" (NOMINAL) PATIO <br />CONCRETE SLAB W/ 6 x 6 - <br />10 x 10 WELDED WIRE MESH <br />OR FIBER MESH CONCRETE <br /> <br />Co <br />C"') <br />L <br /> <br />- - ---...!..... <br />d <br />. <br />. <br /> <br />(1) #5 0 BARS W/3" COVER <br />(TYPICAL) <br /> <br />BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS <br />SCALE: 3/4" = 1 '-0" <br /> <br />(2) #5 BAR CONT, <br /> <br /> <br /> <br />2'_0" MINo <br />r BEFORE SLOPE I <br /> <br />jlT~ mm~llirri~1 E I Em~m--II <br />...... 1'-0", <br />TYPE I TYPE III <br />FLAT SLOPE / NO FOOTING STEEP SLOPE FOOTING <br />NOTES: 0_2" /12" > 1'-10" <br /> <br />1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. <br />BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL <br />TEST OR A SOIL TESTING LABo <br />20 THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO <br />PLACEMENT OF CONCRETE. <br />3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM <br />THE HOST STRUCTURE EXCEEDS 16" THEN A TYPE" FOOTING IS REQUIREDo SLABS SHALL BE A <br />MINIMUM OF 3-1/2" (4" NOMINAL) THICK, <br />4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 -10 x 10 <br />WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESHo <br />5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE" FOOTING OR FOOTING <br />SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNSo ORANGE COUNTY FOOTINGS <br />SHALL BE 18" DEEP & 16" WIDE FOR STRUCTURES / BUILDINGS OVER 400 S.F.. <br />6. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE" FOOTING MINIMUMo <br /> <br />~, <br /> <br /> <br />. d <br />"...---- <br />/. <br /> <br />/ . <br />. <br /> <br />- <br /> <br />SLAB-FOOTING DETAILS <br />SCALE: 3/4" = 1'-0" <br /> <br />L <br /> <br />Lawrence E. Bennett, P,E. <br />CIVIL ENGINEER 0 DEVELOPMENT CONSUL TANT <br />P,O, BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (386) 767-4774 <br />FAX (386) 767.e556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />3-24 <br /> <br />@ COPYRIGHT 2001 <br /> <br />NOT TO BE PEPRODUCED IN WHOLE OR IN PAfNITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, <br />