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GENERAL FOUNDATION NOTES: <br />- THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. <br />- SLOPE ALL STOOPS AND HAROSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. <br />- SLOPE GARAGE FLOOR 1/6' 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 INSWING DOORS. <br />TYP STOOP AT INSWINGGLIDER 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" OIA 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 />Fl LINE OF SLAB ABOVE <br />F2 LINE OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS - <br />AT SITE SPECIFIC <br />CONDITIONS <br />LOT 28 <br />15$' <br />i2" /0•-0" gA 12" <br />1 <br />PATIO SLAB N <br />2 <br />4' <br />MAIN SLAB <br />NOTE: EXTERIOR WALLS ARE DIMENSIONED TO <br />OUTSIDE FACE. GRADE BEAMS AND APPLIANCES <br />ARE DIMENSIONED TO CENTER LINE. <br />NOTE: LOCATED GRADE VERIFY ALL GRADE <br />` <br />UNDER ALL LOAD BEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />OF CONCRETE. <br />r <br />E3 <br />r-11 <br />11'-1012" T-9I.2' <br />o b <br />Ri ^< <br />q <br />o <br />1'-11 <br />N <br />ARAGE SLAB <br />X. <br />1/2' <br />REINFORCE PER LOCAL <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />F2 <br />Co <br />w , <br />O C <br />N cy <br />16, 10'-7' <br />6'-7' <br />w 6' <br />W CURB AT EXTERIOR <br />I <br />GARAGE WALLS, SEE b <br />STRUCTURAL <br />O <br />I <br />b <br />rn <br />v <br />I <br />Ft <br />I <br />6'-4" it" 6'-0" i'-2' PORCH SLAB <br />1'-712' 11'-T V-712' 6'-1' REINFORCE PER LOCAL <br />17-6' CODE AND ENGINEER <br />5 <br />SPECIFK:ATXX4S <br />71 7 12' <br />SLAB PLAN U <br />1/4" -1'-0' AT 22X34" LAYOUT 1 /8" m V-0" AT 11" X 17" LAYOUT <br />x <br />C3 <br />- N <br />� x <br />Q <br />F� <br />ISSUE DATE: <br />05.25.2022 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. © 2022 <br />Starlight Homes <br />LAST REVISION <br />It'll I <br />Q GMT <br />X z <br />LJJ N <br />J Cn a <br />a f- a <br />P�O N <br />SHEET NO: <br />FL 0.1.8 <br />