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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 ~OST AND <br />(1) 1/4" x 1-314" TAPCON TO <br />SlAB OR FOOTING <br /> <br />SCREEN, VINYL, GLASS & MODULAR ROOMS <br /> <br />r <br />~ <br />:i: <br /> <br /> <br />ALUMINUM FRAME SCREEN <br />WALL <br />ROW LOCK <br />BRICK KNEEWALL TYPE S <br />MORTAR REQUIRED FOR <br />LOAD BEARING BRICK WALL <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 />co <br />C") <br />L <br /> <br />.~ - ---~. <br />d . <br />.. . <br />. <br /> <br />(1) #5" BARS WI 3" COVER <br />(TYPICAl) <br /> <br />BRICK KNEE WALL AND FOUNDATION FOR SCREEN WAllS <br />SCALE: 3/4" = 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"112" - 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 SlAB/FOUNDATlON 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 /> <br />3-112" (TYP. (1)#5 BAR CONT. <br /> <br />AlL SLABS) I ._--.._ <br />. .~.... <br />co '. <br />. .. <br /> <br />6" MIN. (2) #5 BAR CONT. <br />r-r- . . :.. . d . . <br />.1 h ~. . ".-~. - .... <br />~ ., /.. '. ~. <br />.... . I .' '. . <br />.. .. . <br />. . <4 . <br /> <br /> <br /> <br />.-.-J <br /> <br />SLAB-FOOTING DETAilS <br />SCAlE: 3/4" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVaOPMENT CONSUl. rANT <br />P.O. BOX 4368, SOUTH DAYTONA, Fl32121 <br />TELEPHONE (386) 787"'77~ <br />FAX (388) 787-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />-.-J <br /> <br />@ COPYRIGHT 2002 <br />3.22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />