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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 WI (2) #10 x 3/4" <br />S.M.S. STRAP TO POST AND <br />(1) 1/4" x 1-314" 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 />" <br /> <br />~ _ -J_ ~ <br /><1 <br /> <br />(1) #5" BARS W/3" COVER <br />(TYPICAl) <br /> <br />.- <br />. <br /> <br />. <br /> <br />BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS <br />SCALE: 314" = 1'-0" <br /> <br />12" <br />TYPE I TYPE II TYPE III <br />FLAT SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING <br />NOTES: 0-2"/12" 2"/12" - 1'-10" > 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 SLABlFOUNDATION 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 II FOOTING IS REQUIRED. SLABS SHAll BE A <br />MINIMUM OF 3-112" (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 II FOOTING OR FOOTING <br />SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. <br />(SEE ADDITIONAl DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) <br />6. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. <br /> <br />2'-0" MIN, <br />r BEFORE SLOPE--, <br /> <br /> <br />_II I ~.l~~lLE.;;11 S I EIII=II 1=11 <br /> <br />~l I . <br /> <br /> <br /> <br /> <br /> <br />...-- ~- <br />. <br /> <br />SLAB-FOOTING DETAILS <br />SCAlE: 3/4" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER - DEVELOPMENT CONSUL TANT <br />P,O. BOX 4368, SOUTH DAYTONA. Fl32121 <br />TElEPHONE (386) 767-4n4 <br />FA:J( (386) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2002 <br />3-22 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOl/T THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. <br />