Laserfiche WebLink
<br />SECTION 3 <br /> <br />SCREEN, VINYL, GLASS & MODULAR ROOMS <br /> <br />1~"x6"RAWL TAPPER <br />THROUGH 1" x 2" AND ROW <br />LOCK INTO FIRST COURSE OF <br />BRICKS <br /> <br />s <br /><0 <br />('I) <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 />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 1-3/4" TAPCON TO <br />SLAB OR FOOTING <br /> <br />r <br />~ <br />~ <br /> <br />__---6_~ <br />4 <br /> <br />. <br />. <br /> <br />(1) #5 l2l BARS WI 3" COVER <br />(TYPICAL) <br /> <br />BRICK KNEE WALL AND FOUNDA. <br /> <br /> <br />(2) #5 BAR CONT. <br /> <br />2'.0" MIN. <br />r BEFORE SlOPE---' <br /> <br />=IICIII=III=III-III-II 1=11 I:::::JI I <br />'1=111=-111-"'-"'-'" . <br />"II' <br /> <br />TYPE I <br />FLAT SLOPE I NO FOOTING <br />0-2" /12" <br /> <br />1'-0" <br /> <br />TYPE 1/1 <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />NOTES: <br />1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOil BEARING PRESSURE OF <br />1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE <br />SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB. <br />2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED <br />PRIOR TO PLACEMENT OF CONCRETE. <br />3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION <br />FROM THE HOST STRUCTURE EXCEEDS 16" THEN A TYPE II FOOTING IS REQUIRED. <br />SLABS SHALL BE A MINIMUM OF 3.1/2" (4" NOMINAL) THICK. <br />4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH <br />6 x 6 -10 x 10 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 <br />FOOTING SECTIONS REQUIRED BY LOCAL CODE. lOCAL CODE GOVERNS. <br />6. IF A CARRIER BEAM OR FORTH WAll FRAME IS REQUIRED USE A TYPE II FOOTING <br />MINIMUM. <br /> <br />SLAB-FOOTING DETAilS <br /> <br />SCALE: 3/4" = 1'-0" <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />P,O. BOX 4366, SOUTH DAYTONA. FL 32121 <br />TELEPHONE (366) 787-4774 <br />FAX (366) 767~ <br /> <br />SEAL <br /> <br />PAGE <br /> <br />@ COPYRIGHT 2001 <br />3-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />