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0az <br />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/e' 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 />7 314• 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 />F7 LINE OF SLAB ABOVE <br />F2 LINE OF FRAMED WALL ABOVE <br />LOT 107 <br />19'A' <br />9'-4 IQ" <br />PATIO SLAB <br />}r <br />a <br />N <br />m <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 />- <br />` <br />-. UNDER ALL LOAD BEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />OF CONCRETE. <br />4 <br />- <br />1 T-10 12' T9 <br />4 <br />w <br />4 <br />n <br />w <br />o <br />4 <br />( 11 <br />ARAGE SLAB <br />72 <br />REINFORCE PER LOCAL <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />F2 <br />i <br />9 <br />10'-7• I 8•.7" <br />i <br />I IVA _-- <br />6" CURB AT EXTERIOR EXT <br />w6" <br />GARAGE WALLS, SEE <br />0 <br />STRUCTURAL o <br />N <br />F1 <br />—J <br />-.„ <br />— FOUNDATION WIDENS <br />AT SITE SPECIFIC <br />CONDITIONS <br />s•o• ,•-2• PORCH SLAB <br />1'-7 12" 11'-7• V-712• e'-1' REINFORCE PER LOCAL <br />19'A• CODE AND ENGINEER'S <br />SPECIFICATIONS <br />7 12' <br />SLAB PLAN 'O' <br />1/4• = P-0' AT 22"X34' LAYOUT 1/6" = V-0• AT 11 • X 17' LAYOUT <br />CS <br />J i <br />O <br />cto <br />Q <br />f� <br />ISSUE DATE: <br />07.28.2023 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 budder. 0 2023 <br />Staftht Homes <br />LAST REVISION <br />.hil�T SAVA BY. <br />a 't16 <br />X Z <br />o Q <br />J a <br />C6 ~ COO <br />SHEET NO: <br />FL 0.1.11 <br />