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SECTION 3 5/16"0 GALVANIZED 'ALL THREAD' OR 'THREAD ALL' EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE WI APPROVED CONCRETE ANCHOR @ 24" O.C, MAX. AND WITHIN 6" OF EACH UPRIGHT OR APPROVED ALTERNATE ALTERNATE 1/4" x 6" CONCRETE SCREW THROUGH 1" x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS (1) #5 (() BARS WI 3" COVER (TYPICAL) SCREEN, VINYL & GLASS ROOMS - . z co - 6 "k---- 1 (M~~.) 1 ALUMINUM FRAME SCREEN WALL ROWLOCK BRICK KNEEWALL TYPE'S' MORTAR REQUIRED FOR LOAD BEARING BRICK WALL ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" STRAP @ EACH POST FROM POST TO FOOTING WI (2) #10 x 3/4" S. M. S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING 4" (NOMINAL) PATIO CONCRETE SLAB WI 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN, BEFORE SLOPE b! r .~ ~~~= --1- TYPE I FLAT SLOPE I NO FOOTING 0-2" 112" TYPE II MODERATE SLOPE FOOTING 2" 112" - 1'-10" (1) #50 BAR CONT, \ .I ~,(.. .. ... . IF ~. w m 1'_0" TYPE III STEEP SLOPE FOOTING > 1'-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS 16'-0" FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED. ROOMS GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING. 2. 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. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE 3-16 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.