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<br />. <br /> <br />SECTION 3 <br /> <br />SCREEN, VINYL, GLASS & MODULAR ROOMS <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 />AL TERNA TE 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 /><0 <br /><"> <br />L <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 />(1) #50 BARS W/3" COVER <br />(lYP I CAL) <br /> <br />BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS <br />SCALE: 3/4" = 1'-0" <br /> <br />2'-0" MIN. 3-1/2" (lYP. (1) #5 BAR CONT. <br />r BEFORE SLOPE I AlL SLABS) r /. ~ -- <br /> <br /> <br />I ~-L~~1Lt;:;;11 Ell EIII=III=II <br /> <br /> <br /> <br />TYPE I <br />FLAT SLOPE / NO FOOTING <br />NOTES: 0-2" / 12" <br /> <br />r <br />~ <br />:!: <br /> <br />.~-~_..!...... <br />~ <br /> <br />4 <br />. <br /> <br />4. <br /> <br /> <br />TYPE II <br />MODERATE SLOPE FOOTING <br />2" / 12" - 1'-10" <br /> <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 SLABIFOUNDATION 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 />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~n4 <br />FA:/( (386) 767~ <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2002 <br />3-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WlTHOllT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. <br />