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<br />SECTION 3A <br /> <br />SCREEN, ACRYLIC & VINYL 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 /> <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 />::2: <br />(0 <br />(') <br /> <br />L~- <br /> <br />~_<J ___ <br /> <br />.1 <br /> <br /><J <br />- -= <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 /> <br />4" (NOMINAL) PATIO <br />CONCRETE SLAB (SEE NOTES <br />CONCERNING FIBER MESH) <br /> <br />(1) #5 0 BARS WI 3" COVER <br />(TYPICAL) <br /> <br />BRICK KNEE WAll AND FOUNDATION FOR SCREEN WALLS <br />SCALE: 3W = 1'-0" <br /> <br />1" PER FT. MAX. FOR 3-1/2" (TYP. <br />r 2'-0" MIN. 1 <br />BEFORE SLOPE AL~SLABS) <br /> <br />~)'; )'; )';A)';>-Y>:Y>>~~~>>~ <br />:<<<<<~,<<<<~00,//,//,//,//,. <br />,y,.>-y\' "".' , <br />// <br /> <br />(1) #5 BAR CONT. <br /> <br />TYPE I <br />FLAT SLOPE I NO FOOTING <br />0-2"/12" <br /> <br /> <br />_____ -<J-:-- <br />" <br /> <br />(2) #5 BAR CONT. <br /> <br />2"MIN. <br />rt" ---~~ <br />~ <J /" 47 ~~~ <br />T"" /(<(;(,< / :<<(/.>>'>'%- <br />/ '0~ - <J -.1 /; >;)Y' <br />~" ~. <br />. ~'0~~~<<<<~'0~-0:Y <br />/A . YAYAYAYr'y <br />-12.~J< <br />TYPE III <br />STEEP SLOPE FOOTING <br />> 1'-10" <br /> <br />Notes: <br />1. The foundations shown are based on a minimum soil bearing pressure of 1,500 pst. Bearing capacity of soil <br />shall be verified, prior to placing the slab, by field soil test or a soil testing lab. <br /> <br />2. The slab I foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. <br /> <br />3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection <br />from the host structure of the carport or patio cover exceeds 16'-0". Then a minimum of a Type II footing is <br />required. All slabs shall be 3-1/2" (4" nominal) thick. <br />4. Monolithic slabs and footings shall be minimum 3,000 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or <br />crack control fiber mesh: Fibermesh @ Mesh, InForce TM e3 TM (Formerly Fibermesh MD) per maufacturer's <br />specification may be used in lieu of wire mesh. All slabs shall be allowed to cure 7 days before installing <br />anchors. <br />5. If local building codes require a minimum footing use Type II footing or footing section required by local <br />code. Local code governs. <br />(See additional detail for structures located in Orange County, FL) <br /> <br />6. If a carrier bearn or fourth 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. FL # 16644 <br />CIVIL & STRUCTURAL ENGINEERING <br /> <br />P.O, Box 214368, South Daytona, FI32121 <br />Telephone #: (386) 7674774 Fax #: (386) 767-6556 <br />Email: lebpe@bellsouth.nel <br /> <br />PAGE <br /> <br />3A-38 <br /> <br />@ COPYRIGHT 2006 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE, <br />