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<br />6'
<br />6'-0"
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<br />U.N.O.
<br />A
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<br />6'-0"
<br />6'-0"
<br />6'-0"
<br />8'-6"
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<br />BUILDER TO
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<br />APPLIANCE
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<br />PROTECTION
<br />WHEN REQUIRED:
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<br />INDICATES FILLED CELL w/ 3000 PSI I
<br />CONC. GROUT FROM FT. TOLRECESS FOR FOOR BEAM i PROVIDE 1/2" x 9"
<br />W/ (1) #5 REBAR VERT ABOVE SLAB ��
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<br />@ALL PLACES SHOWN II HYAC CHASE TOP OF CONCJ PAVER T BE 4"
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<br />HOOKED FTG. DOWELS 5" ENABED BELOW FIN. FLR.
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<br />• ( W/ 25" EXT. ABOVE SLAB "GFJADE 401 i LOCATION 1.......................::::::::::: ' '
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<br />STEPS AS
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<br />• PROVIDE 1 Y2" RECESS
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<br />10'-10�"
<br />REQUIRED
<br />PER FIELD
<br />CONDITIONS
<br />; FOR SGD. REFER TO KITCHEN ISLAND . • , , , , ; ; , , , , , , , , , , , , , ,
<br />MASON'S SLOPE FOR OPT. ................: : ' : "
<br />WIDTH �� LOW WALLS .. '
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<br />6.4" 1'-9 " T-2$" W-O" 5'-0" V-10" T-10" 6'-0" 6'-0" T-10" 2'-10 5'-11 5'-0" 5'-4°
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<br />FOUNDATION PLAN.
<br />NOTE:
<br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
<br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014)
<br />BUILDING IS TO BE IMPLEMENTED, CONCRETE STRENGTH IN THESE
<br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL
<br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE
<br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH
<br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
<br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
<br />POISONING
<br />W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB
<br />UPPER 1/3 OF SLAB THICKNESS WHERE
<br />OR FIBERMESH SHOWN ON
<br />REINF. SEE PLAN.- FOUNDATION PLAN
<br />LWU
<br />CONTROL JOINT DETAIL
<br />SCALE: 1 1/2"=V-0'
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<br />#5 CONT REINF. SEE
<br />FND. FOR QUANTITY
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<br />#5X25"X25"CORNER
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<br />HORIZ. REBAR, TYP.
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<br />The reinf. bars shall be
<br />• • • • • • •• • - • • •
<br />Cont. around comer by cold
<br />bending the bar w/ min.
<br />bar lap of 25".
<br />TYP. CORNER BAR DTL.
<br />SCALE: 1 1/2"=V-0"
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code Sth Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
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<br />SCALE : AS NOTED
<br />DATE : 2/24/2014
<br />TECH: MJAMES
<br />VERSION N0. 2mO
<br />SHEET NO.
<br />6.0
<br />
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