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I 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 11B" PER FOOT TO GARAGE DOOR OPENING. <br />- VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. <br />- REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. <br />- FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS <br />REPORT FOR ANY SPECIFIC REQUIREMENTS. <br />- REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, 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 3/4" MAX AT INS WING 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 SLIP -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 />FOF SUB ABOVE <br />UNE OF FRAMED WALL ABOVE <br />4 <br />e <br />PORCH SLAB <br />REINFORCE PER LOCAL <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />7 12" <br />LOT 17 <br />RF:u <br />9'<12• 10'-0' 310 <br />0 <br />y @ <br />PATIO SLAB <br />4' <br />MAIN SLAB <br />NOTE: EXTERIOR WALLS ARE DIMENSIONED TO <br />I <br />OUTSIDE FACE. GRADE BEAMS AND APPLIANCES <br />ARE DIMENSIONED TO CENTER LINE. <br />({ <br />VERIFYALLGRADE NOTE: LOCATED GRADE <br />i <br />BEAM LOCATIONS UNDER ALL LOAD <br />I <br />PRIOR TO POURING BEARING WALLS <br />I <br />3 <br />OF CONCRETE. <br />3 <br />, T <br />1 <br />, <br />N <br />I <br />i <br />GARAGE SLAB' <br />9 12" <br />REINFORCE PER LOCAL <br />, <br />^^ <br />.. <br />CODE AND ENGINEER'S <br />SPECIFICATKNJS <br />_ <br />F2 <br />y <br />e'•r <br />I <br />1B•-r s• <br />F <br />__... <br />4^ <br />w <br />8" CURB AT EXTERIOR <br />s <br />0 <br />rn <br />GARAGE WALLS, SEE <br />STRUCTURAL <br />V-2 <br />6'-0" 11^ <br />64" <br />8'-1' <br />V-712• 1V-7" V-712• <br />19'A' <br />,SLAB PLAN V <br />`D 1/4" = 1'-0" AT 22X34" UYOUr 1/8" - 1'-0' AT 11" X 17" LAYOUT <br />t 12" <br />WIDENS <br />1FIC <br />CM <br />+- - <br />J � <br />O <br />4 <br />C13 <br />ISSUE DATE: <br />05.09,2022 FOR <br />REVIEW <br />REVISIONS: <br />These drawings are the <br />property of Starlight <br />Homes and are not to be <br />utilized for construction, or <br />copied in part or in whole <br />without permission from <br />the builder. 02022 <br />Starlight Homes <br />LAST REVISION <br />W1� <br />X <br />W J <br />J c D. <br />(L <br />oo OJ <br />SHEET NO: <br />FL 0.1.9 <br />