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V-11. <br />ILA <br />Y <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 1/6• PER FOOT TO GARAGE DOOR OPENING, <br />VERIFY CURB CUT SLOCKOUT 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 <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 INSWINGSLIDER 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 I LINE OF FRAMED WALL ABOVE <br />LOT 27 <br />310 10-0" 9'-41n" <br />PATIO SLAB oia <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 />UNDER ALL LOAD BEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />OF CONCRETE. <br />s✓ <br />IV-10 //2" T-9 - <br />4 <br />to <br />� <br />+.. <br />w <br />a <br />ARAGE SLAB <br />12" <br />" <br />REINFORCE PER LOCAL - <br />CODE AND ENGINEER5 <br />SPECIFICATIONS <br />_ <br />F2 <br />w <br />a <br />i <br />6' 101-7" a-7" <br />s <br />6" CURB AT EXTERIOR <br />wk6 <br />GARAGE WALLS,SEE <br />STRUCTURAL <br />F1 <br />— FOUNDATION WIDENS <br />AT SITE SPECIFIC <br />CONDITIONS <br />PORCH SLAB <br />1'-71/2' 1 V-7" V-7 12" 6-1" RENFORCE PER LOCAL <br />18' tM CODE AND ENGINEER'S <br />SPECIFICATIONS <br />7 to <br />r, SLAB PLAN 'O' <br />AT 2'1134 LAYOUT W =1'-0" AT 11' X 17" LAYOUT <br />ISSUE DATE: <br />05.25.2022 FOR <br />REVIEW <br />I REVISIONS: I <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 />I LAST REVISION I <br />O <br />)�,aj 11611&1 <br />o <br />X ti z <br />LLI N <br />J a <br />CL H a <br />PL O <br />SHEET NO: <br />FL 0.1.11 <br />