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<br />W/ (3) #5'S E.W.
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<br />PROVIDE /2 x 9"
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<br />I PSI CONC. GROUT FROM FT. TO
<br />RECESS FOR FRT. DOOR d
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<br />STEPS
<br />BEAM W/ (1) #5 REBAR VERT
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<br />10
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<br />REQUIRED
<br />I ABOVE SLAB TYP @ ALL
<br />0. I PLACES SHOWN HOOKED FTG.
<br />iD BELOW FIN. FLR.
<br />I 2'-0" 4'-0" 2'-Q" 6'-0"
<br />PER FIELD
<br />CONDITIONS
<br />_ ( ®0'-0"
<br />DOWELS 5" EMBED W/ 25" EXT.
<br />CJ ABOVE SLAB "GRADE 40 STEEL"
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<br />TYP
<br />PROVIDE 1 Y2" RECESS I
<br />FOR SGD. REFER TO
<br />HVAC CHASE AHU ,
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<br />MASON'S SLOPE FOR
<br />I ,^n
<br />' WIDTH r
<br />BASED ON I; ; 2'-6" x 2'-6" x 1'-O" I
<br />LOCATION i W.H.( )
<br />: ; W/ 3 #5'S E.W.
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<br />(2) #5 REBAR
<br />I 3 1/2"
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<br /><' gg— VERTICALS w/ in
<br />FILLED CELL
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<br />37'-52' 21'-24"
<br />5'.4" 3'4" 7'-8" I I
<br />2'-1" -3112" SLOPE I
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<br />: BEYOND WALL
<br />KITCHEN ISLAN I I I 1 ISLAND
<br />WALLS I I
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<br />S32'-6"x2'-6"x1'-
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<br />: 23'-11" 2'-10" 4'-143"
<br />(2) #5 REBAR
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<br />{ ° K VERTICALS w/ in
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<br />SLAB OVER 6 MIL VISQUEEN ;
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<br />VAPOR BARRIER
<br />PSI CONC. SLAB FOR I :
<br />91
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<br />(3000
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<br />HERNANDO COUNTY ONLY) 2'-6" x 2'-6" x 1'-0"
<br />W/ (3) #5'S E.W. I a?
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<br />-10" L 4'-8" L 4'-8" 1. 5'-2"
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<br />FOUNDATION PLAN MONO - ELEV-Al
<br />SCALE: %4"=V-0"
<br />NOTE:
<br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS
<br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE
<br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I.
<br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED
<br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE
<br />STRENGTH
<br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE
<br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL
<br />POISONING
<br />WWF PLACED IN
<br />1/8" SAWCUT x 1/4 SLAB
<br />UPPER 1/3 OF SLAB
<br />THICKNESS WHERE
<br />OR FIBERMESH
<br />SHOWN ON
<br />REINF. SEE PLAN.—
<br />FOUNDATION PLAN
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<br />CONTROL JOINT DETAIL
<br />SCALE: 3/4" = V-0"
<br />-#5 CONTINUOUS
<br />REINF. SEE FND. FOR
<br />QUANTITY
<br />- #5 X 25" X 25" CORNER
<br />BAR ONE FOR EA.
<br />HORIZ. REBAR, TYP.
<br />U.N,O.
<br />"Alternate:
<br />The reinf. bars shall be
<br />cont. around corner by cold
<br />bending the bar w/ min.
<br />bar lap of 25".
<br />TYP. CORNER BAR DETAIL
<br />SCALE: 3/4" = V-0"
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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