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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 />S.M.S. 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 />.0 <br />.. <br />. <br /> <br />(1) #50 BARS W/3" COVER <br />(TYPICAL) <br /> <br />BRICK KNEE WAll AND FOUNDATION FOR SCREEN WALLS <br />SCALE: 3/4" = 1'-0" <br /> <br /> <br />L <br /> <br />(2) #5 BAR CO NT. <br /> <br />--- <br />. <br /> <br />- <br /> <br />TYPE III <br />STEEP SLOPE FOOTING <br />> 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 LAB. <br />2. 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 REQUIRED. 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 MESH. <br />5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE" FOOTING OR FOOTING <br />SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. 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 MINIMUM, <br /> <br />SLAB-FOOTING DETAilS <br />SCALE: 3/4" = 1'-0" <br /> <br />L <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P,O, BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (386) 767-4774 <br />FAX (386) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />3-24 <br /> <br />@ COPYRIGHT 2001 <br /> <br />NOT TO BE PEPRODUCED IN WHOLE OR IN Pi ; WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E, <br />