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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 ILIN <br />E OF SLAB ABOVE <br />F2 JUNE OF FRAMED WALL ABOVE <br />LOT 117 <br />19'A" <br />9'd 12' 10'-0" 3 12" <br />}LL <br />LATIO SLAB N I a <br />Q <br />4" m <br />MAIN SLAB <br />NOTE: EXTERIOR WALLS ARE DIMENSIONED TO <br />OUTSIDE FACE. GRADE BEAMS AND APPUANCES <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 />11-it <br />g <br />i <br />.e <br />m <br />£ - -7' 12' 11'-10 12- <br />4 <br />4 <br />'4 <br />m <br />m <br />o <br />I <br />GARAGE SLAB <br />9 12' <br />4. <br />REINFORCE PER LOCAL <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />- P <br />i <br />F2 <br />C <br />a <br />0 <br />a <br />6" CURB AT EXTERIOR <br />4 <br />4 <br />I <br />y <br />? <br />GARAGE WALLS, SEE <br />STRUCTURAL <br />f <br />F1 <br />I <br />PORCH SLAB <br />REINFORCE PER LOCAL 1 11'-7" V-7 1/2" <br />CODE AND ENGINEERS <br />SPECIFICATIONS 19 �• <br />7 12 7 /2" <br />SLAB PLANS <br />1/4' = 1'-0' AT 22"X34- LAYOUT 1 V = V-0" AT 11" X 17" LAYOUT <br />-FOUNDATION WIDENS <br />AT SITE SPECIFIC <br />CONDITIONS <br />�1 O e•eeeee••••s � �/ <br />i •�C/ O � <br />• N J� Q <br />• a) <br />U O� <br />• (n ({ 1 <br />• 'i dy r� <br />s• l <br />re�,1r11' f'f ►Pas. <br />v� <br />J <br />ISSUE DATE: <br />06.23.2023 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 />LAST SAVED BY: <br />W <br />Q r 7 <br />�/ 1 <br />x Z <br />LLJ r a <br />J r a <br />IL W <br />1 � J <br />d' 0 N <br />SHEET NO: <br />FL 0.1.6 <br />