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GENERAL FOUNDATION NOTES: <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 1/8' 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 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 JUNE OF FRAMED WALL ABOVE <br />LOT 85 <br />9'-4 12" 10'-0" 3 12' <br />lz <br />a <br />PATIO SLAB <br />v <br />N <br />� <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 />_ <br />VERIFY ALL GRADE NOTE LOCATED GRADE <br />BEAM LOCATIONS UNDER ALL LOAD <br />PRIOR TO POURING BEARING WALLS <br />OF CONCRETE. <br />c <br />4 <br />11'10 12' , <br />v <br />v <br />v <br />it <br />,r <br />GARAGE SLAB <br />9 12" <br />REINFORCE PER LOCAL <br />' <br />i <br />CODE ANO ENGINEER'S <br />C <br />SPECIFICATIONS <br />q <br />F2 <br />j7 <br />O <br />I <br />I!j � <br />8'-7" <br />It <br />10'-7" 6" <br />6' CURB AT EXTERIOR <br />i <br />GARAGE WALLS, SEE <br />4 <br />I <br />m <br />STRUCTURAL <br />Fi <br />I <br />PORCH SLAB ,�_2•�6-O"„-6'-0"REINFORCE PER LOCAL V-7 12" 11'-7" V-7 12' <br />CODE AND ENGINEERS _ <br />SPECIFICATIONS 19 E <br />71, 712" <br />r, SLAB PLAN V <br />i/11 = 1'-0" AT 21134" LAYOUT 1/8' = 1'-0' AT 11"X 17" LAYOUT <br />- FOUNDATION WIDENS <br />AT SITE SPECIFIC <br />CONDITIONS <br />C7 <br />J f <br />�° <br />Q <br />I� <br />ISSUE DATE: <br />09.22.2023 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. 0 2023 <br />Starlight Homes <br />LAST REVISION <br />I <br />_Y <br />'4..+ R <br />Q C7/ il)ill I% <br />X r a <br />W 0 <br />a <br />aod) J N <br />SHEET NO: <br />FL 0.1.9 <br />