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I 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 7/6' 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 <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 INSWINGSLIDER DOORS: 36' DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. <br />(PEA 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -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 ILINE OF SLAB ABOVE <br />F2 LINE OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS — <br />AT SITE SPECIFIC <br />CONDITIONS <br />LOT 127 <br />1aa• <br />3 1f2' 10'-0' 1Y-4 72" <br />11 <br />PATIO SLAB <br />w <br />a w <br />O a <br />rn iQ <br />a• -- <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 I\ <br />BEARING WALLS PRIOR TO POURING <br />OFCONCRETE. <br />sr <br />r-tt <br />1 r-101rz• r-s ' r <br />0 <br />+" <br />• <br />q <br />m <br />_ <br />o <br />r-tt <br />ARAGE SLAB <br />• <br />1/r <br />REINFORCE PER LOCAL <br />/i, <br />CODE AND ENGINEERS <br />SPECIFICATIONS <br />F2 <br />_ <br />a <br />n <br />O C <br />w1 <br />y <br />s• tn•-r <br />ev <br />F - <br />6' CURB AT EXTERIOR <br />w <br />GARAGE WALLS, SEE <br />b <br />STRUCTURAL <br />O <br />a <br />rn <br />I <br />e a 1r 6-0 r-r PORCH SLAB <br />1'-71? 11•-r 1'-7 yr 8'-t' REINFORCE PER LOCAL <br />191$" CODE ANO TENGINEERSIOS SPECIFICA <br />71/ N711r- <br />SLAB PLAN tL,6"si 0"AT it'X it tAVOUT <br />CM <br />J � <br />O <br />I <br />Q <br />ISSUE DATE: <br />06.01.2023 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. © 2023 <br />Starlight Homes <br />I LAST REVISION I <br />T <br />OWT11110111% <br />Cl)V♦ J <br />�.. Z <br />O a <br />J <br />a <br />J m <br />J <br />Q to <br />x <br />W <br />J <br />a <br />SHEET NO: <br />FL 0.1.8 <br />V� <br />e <br />