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GENERAL FOUNDATION NOTES: I <br />- THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. <br />- SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING- TYPICAL <br />• SLOPE GARAGE FLOOR US' PER FOOT TO GARAGE DOOR OPENING. <br />- VERIFY CURB CUT BLOCIOUT WITH GARAGE DOOR MANUFACTURER. <br />- REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. <br />• FINISH GRADE SKULL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS <br />REPORT FOR ANY SPECIFIC REOUAREMENTS. <br />• REFER TO STRUCTURAL DRAWINGS FOR HOIDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND <br />INFORMATION NOT SHOWN ON THIS PLAN. <br />PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION <br />- VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. <br />• VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. <br />7 31C MAX AT INSWING DOORS. <br />• TYP STOOP AT INSWING/SLIDER DOORS: 36' DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. <br />(PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. <br />- FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH <br />3' DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING <br />- WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED <br />SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE <br />REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. <br />REFER TO STRUCTURAL <br />DRAWINGS FOR ALL <br />FOUNDATION DIMENSIONS <br />FOUNDATION KEYNOTE LEGEND <br />F1 LINE OF SLAB ABOVE <br />F2 LINE OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS — <br />AT SITE SPECIFIC <br />CONDITIONS <br />LOT 9 <br />1W-r <br />9-410 10'-0' 312" <br />O <br />PATIO SLAB <br />a' <br />MAIN SLAB <br />NOTE: EXTERIOR WALLS ARE DIMENSIONED TO <br />OUTSIDE FACE. GRADE BEAMS AND APPLIANCES j <br />ARE DIMENSIONED TO CENTER LINE. <br />I( <br />'4 <br />VERIFY ALL GRADE I NOTE: LOCATED GRADE <br />BEAM LOCATIONS I UNDER ALLLOAD <br />PRIOR TO POURING BEARING WALLS <br />OF CONCRETE. <br />i <br />- <br />- -_-r 1re 11'-10 IrrWH <br />4 <br />, <br />GARAGE SLAB <br />91 <br />REINFORCE PER LOCAL. <br />!—FF2 <br />CODE AND ENGINEERS <br />C <br />SPECIFICATIONS <br />W <br />.....__.__ <br />n <br />O <br />Nl <br />4 <br />6'-r <br />,a-r 6- <br />6' CURB AT EXTERIOR <br />a <br />GARAGE WALLS, SEE <br />4 <br />? <br />STRUCTURAL <br />PORCH SLAB ,•2 6-0 11' 6'-e' <br />REINFORCE PER LOCAL e'-1' 1-410 11'4- 1'-71/ <br />CODE AND ENGINEER'S 19,9• <br />SPECIFICATIONS <br />7 1/2' <br />SLAB PLAN 'O' <br />VC 711-0' AT 22'X34' LAYOUT IA,' = 1'-0• AT I I' X 1r LAYOUT <br />ISSUE DATE: <br />iii10! 3t 05.03.2022 F <br />`®iRFViFW <br />i <br />Qf • <br />• <br />• <br />.W <br />Lis t• • t <br />P- <br />drawnps area <br />i� <br />lltilrfill <br />Homes anof ot <br />and are to be <br />utilized to consbuction, or <br />copied in part or in whole <br />without permission from <br />the builder. 0 2022 <br />Sta ftht Homes <br />LAST REVISION <br />LAST SAVED BY: <br />1 0 <br />VL 0 <br />W 4 <br />J a <br />a0 m <br />J J <br />Q N <br />SHEETNO <br />FL 0.1.11 <br />0) <br />T <br />U <br />J <br />J <br />L <br />