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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 HOLODOWNS. FOOTING DETAILS, CURB THICKNESS, AND <br />INFORMATION NOT SHOWN ON THIS PLAN. <br />- PLUMBING FIXTURES, VENT LOCATIONS ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT ANC <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 I LINE OF SLAB ABOVE <br />F2 I LINE OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS — <br />AT SITE SPECIFIC <br />CONDITIONS <br />19'$' <br />310 10'-0• Y-410 <br />b <br />PATIO SLAB <br />§ <br />N I <br />4' ^ <br />MAIN SLAB <br />NOTE: EXTERIOR WALLS ARE DIMENSIONED TO <br />OUTSIDE FACE. GRADE BEAMS AND APPLIANCES <br />ARE DIMENSIONED TO CENTER LINE. <br />NOTE: LOCATED GRADE VERIFY ALL GRADE <br />` <br />UNDER ALL LOAD BEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />^ <br />OF CONCRETE. <br />L <br />V-11 <br />11'-10 Vr 7`9 lir <br />m <br />4 <br />°oi <br />a <br />io <br />a <br />in <br />v <br />F7J <br />12^ <br />'4 <br />w. <br />O � <br />. ............ .......... <br />1U-7• <br />8'4" <br />W CURB AT EXTERIOR <br />w e' <br />GARAGE WALLS. SEE , <br />STRUCTURAL a <br />a <br />w <br />I <br />a <br />I <br />F1 <br />I <br />e-4" 11 s-0 1-r PORCH SLAB <br />1'-7 /2" 1 V-7" 1'-7 1/2 8'-1• REINFORCE PER LOCAL <br />1 g$, CODE AND ENGINEERS <br />SPECIFICATIONS <br />1 7 12' <br />SLAB PLANK' <br />1/4' -1'-0' AT 22'X34"LAYOUT 1 B' . V-0• AT / 1' X 17- LAYOUT <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. 1@ 2022 <br />Starlight Homes <br />LAST REVISION <br />`%tjil111/1114_� <br />0 <br />X � Z <br />W tV a <br />J <br />J cn a <br />a F- a <br />O � <br />SHEET NO: <br />FL 0.1.7 <br />