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FLR. <br />r. <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />T-15' <br />8 4'-8" <br />PROVIDE Y2" X 9' <br />2'-6'*x2-6"x1'-O" <br />C� <br />3 1/2", <br />I - <br />Ir MIL VISQUEEN VAPOR BARRIER <br />I <br />RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W <br />;t <br />-3 <br />1/2" SLOPE <br />8--63" <br />8 4 <br />:I Jr <br />I <br />zo <br />4. <br />LO <br />—F <br />�3 <br />Ci I <br />III D.W. III <br />P <br />4 <br />.3 <br />III 111 <br />1::',W.H./' <br />I <br />K <br />cc <br />S3 <br />cc <br />S3 <br />% <br />S3 <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 Y2" RECESS I I � F 7 <br />I IL JiI3 <br />PER FIELD <br />FOR SGD. REFER TO -3. 1 1 � 11 r— — --111 1-§! 1:* <br />MASON'S SLOPE FOR I I -,.z <br />7-4�" <br />Lu <br />4L- <br />�0 <br />CONDITIONS <br />I 1 11 lz <br />WIDTH A <br />9) <br />LO <br />4'-0" <br />25-6-1 1 111 <br />20'-6'1 <br />C14 <br />1 <br />EDGE OF r )LAB 2" <br />(2) #5 <br />VERTICAL <br />= x <br />'y <br />BEYOND WALL <br />BARS <br />M <br />KITCHEN ISLAND <br />LOW WALLS <br />BUILDER TO PROVIDE I <br />CHASETO <br />ISLAND <br />APPLIANCE PROTECTION t \. �3 <br />WHEN REQUIRED PER FBC <br />FILLED CELL 3000 PSI <br />(D <br />I NuiuATES W/ <br />CJ <br />CJ <br />19 <br />19 <br />rA <br />CONC. GROUT FROM FT. TO BEAM <br />50 <br />1`1 <br />1,�,S3� <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I <br />C� <br />I <br />TYP @ ALL PLACES SHOWN zo <br />U) <br />TYP @ 1 STORY <br />U.N.O. <br />HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />- <br />3 1/2" <br />Q�- <br />SLOPE, <br />1 <br />I <br />STEEL" <br />6PT I OPT. D 1:: <br />0, <br />L--J I <br />20'-101-76" <br />L J <br />4--7il-61" <br />(2) #5 <br />VERTICAL <br />BARS <br />un <br />T <br />9 <br />:r <br />I DOOCKA <br />T-529" 1 2- <br />TYP @ 1 STORY <br />U.N.O. <br />7-6" x 7-6" x 1'-0" <br />W/ (3) #5'S E.W. - <br />FOUNDATION PLAN MONO — ELEV-131 <br />SCALE: Y4"= V-10" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX 7" 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 I <br />V\/VVF 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 />[17. <br />LU <br />v LU <br />__j <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.C. <br />-Alternate: <br />I he 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" <br />Z::� <br />CD <br />2! <br />co <br />k-EkA//fo�, <br />N <br />4 <br />Qj — <br />OF W <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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