02-1407 - Laserfiche WebLink

Browse Search

SECTION 3 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING WI (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1.314" TAPCON TO SLAB OR FOOTING SCREEN, VINYL, GLASS & MODULAR ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/6 x 6 . 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE .~ - ---~. 41 . (1) #5 l(J BARS WI 3" COVER (TYPICAL) . . . . BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 314" = 1'..()" 12" TYPE I TYPE II TYPE III FLAT SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING NOTES: 0-2./12" 2"/12". 1'-10" > 1'.10" 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALl BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB. 2. THE SLABlFOUNDATlON SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-112" (4" NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6.10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. (SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FORTH WALl FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. 2'..(). MIN. r BEFORE SLOPE I 1~JS[SISISI 3-112" (TYP. (1) #5 BAR CONT. ALLSLABS) I. __- ~ ~... . J SLAB-FOOTING DEl AILS SCALE: 3/4" = 1'.0. Lawrence E. Bennett, P.E. CML ENGINEER. DEVaOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (3861767~n.. FAX (3861767~ SEAL PAGE ) --'" 3-22 @ COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOllT THE WRIlTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.