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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 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 />73/4' MAX AT INSWING DOORS. <br />- TYP STOOP AT INSWIN&SUDER 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 UNE OF SLAB ABOVE <br />F2 LINE OF FRAMED WALL ABOVE <br />t <br />LOT 64 <br />310'-0" 9'-4 1/2" <br />PATIO SLAB <br />LL <br />o1� <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 />UNDER ALL LOAD BEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />OF CoNCRETE. <br />c <br />11'-10 1/2' <br />m < <br />ARAGE SLAB <br />112 <br />REINFORCE PER LOCAL <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />C <br />_ <br />�l <br />4 <br />6" CURB AT EXTERIOR <br />6" <br />GARAGE WALLS, SEE <br />STRUCTURAL - <br />- <br />m <br />F1 <br />— FOUNDATION WIDENS <br />AT SITE SPECIFIC <br />CONDITIONS <br />6•�• 11' 6'-0' ,•-2" PORCH SLAB <br />1'-7 1/2" 11'-7" 1'-714 8'-1" REINFORCE PER LOCAL <br />1"" CODE AND ENGINEER'S <br />SPECIFICATIONS <br />7 1/2" <br />SLAB PLAN 'O' <br />1/4" = 1'-0' AT 22"X34' LAYOUT ire" = 1'-0' AT 11" X 17" LAYOUT <br />CD <br />Z I <br />O <br />� Q � Of <br />u•' of , i <br />� x <br />�Q •Z <br />* <br />QH <br />m 4&L <br />z <br />ISSUE DATE: <br />10.27.2023 FOR <br />REVIEW <br />���H <br />111 f i ti 1 t <br />REVISIONS: <br />These drawings are the <br />properly 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. © 2023 <br />Starlight Homes <br />LAST REVISION <br />LAST SAVED BY: <br />SHEET NO: <br />FL 0.1.11 <br />