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<br />STRUCTURES WITH WOOD & ALUMINUM <br />FRAMING COMPONENTS <br /> <br />(1) #50 BAR CONT. <br /> <br /> <br />8" <br /> <br />TYPE I <br />MODERATE SLOPE FOOTING <br />2" 112" - 1'-1 0" <br /> <br />SECTION 4 <br /> <br />(0 <br /> <br />(1) #50 BAR CaNT. <br /> <br /> <br />12" <br /> <br />TYPE II <br />STEEP SLOPE FOOTING> 1'-10" <br /> <br />NOTES: <br />1. FOH STRUCTURES LESS THAN 200 SQ. FT. USE SECTION 2. <br />2. BUILDINGS OF 200 TO 400 SQ. FT. SHALL HAVE A TYPE I FOOTING. <br />3. BUILDINGS OVER 400 SQ. FT. SHALL HAVE TYPE II FOOTING. <br />4. FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE MESH <br />OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH. <br />5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR THE <br />FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. <br /> <br />(~. IHL SU'P,"'~ SH/~LL t=3t: :3 'h," SLAB-FOOTING DETAILS <br />(II" I\IDI\'lI ^-I/U) -\ 1/ I (I<, <br />DIMENSION TABLE <br /> <br />NOTE: <br />3-1/2" CONCRFI E SLAB W/6 x 6 <br />- 10 x 10 WELDED WIf~E MESH <br />OR FIBER MESH CONCRETE <br />VISQUENE VAPOR BARRIER <br />UNDER SLABS HAVING <br />STRUCTURES ABOVE <br />COMPACTED CLEAN FILL <br />OVER (SCARIFIED) NATURAL <br />SOIL 90% DENSITY RAISEQ PATIO FOOTING <br />KNEE WALL i-OOTINe: I':OR SCREENED ENCLOSURES <br /> <br />'h' 'W' 'N' 'x'. <br />32" 12" 2" 10'-0" <br />36" 12" 2" 8'-0" <br />48" 18" 3" 4'-0" <br /> <br />· ALL MASONRY I<NEE WALLS <br />SHALL HAVE A FILLED CELL <br />AND VERTICAL BAR AT ALL <br />CORNERS <br /> <br />In'" <br />W _x <br />:c ;:;;; IlJ <br />- u.. W <br />~~ <br /> <br />1 <br /> <br />~i <br /> <br />@ COrYI1IGHT 2000 <br />NOT 1001= HEPrlODUCED IN WHOI.E OR IN I'Nl1 WI' <br /> <br />':-JIlin <br /> <br /> <br />.__v_._ <br /> <br />M J. ... 'W'. J. <br /> <br />E- XI ST/"uG <br /> <br />WOOD FRAME WALL <br /> <br />2 X 4 P.T.P, ANCHORED WI 1/2" <br />x B" 'L' BOLTS @ 4'-0" O.C. OR <br />1/2" x 6" DYNA BOLTS @ 4'-0" <br />O.C. <br /> <br />(1) #40 BAR CONTINUOUS <br /> <br />CONCRETE FILLED BLOCK <br />STEM WALL 8" x 8" X 16" C.M.U. <br /> <br />fl" x 12" CONCRETE FOOTING <br />WI ('N') #50 CO NT. lOCATE ON <br />UNDISTURBED NATURAL SOIL <br />(1) #50 VERT. BAR @ <br />CORNERS AND 10'-0" O.C. <br />MAX. FILL CELLS WI 3000 PSI <br />PEA ROCK CONCRETE <br /> <br />Lawrence E. Bennett, P. E. <br />CIVIl ENGINEEH - DEVELOPMENT CONSUL TANT <br />1'.0. flOX ~36A. SOUTH DAYTONA. FL 32121 <br />TELEPHONE (90~) 767-4774 <br />FAX (90~) 767-e556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />, :;',SION OF LAWRENCE E. BENNETT, P.E, <br /> <br />4-17 <br />