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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 <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/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 />F2I UNE OF FRAMED WALL ABOVE <br />LOT 66 <br />9'-4 12" 10'L" 3 V2 <br />PATIO SLAB <br />4 m <br />MAIN SLAB <br />NOTE: EXTERIOR WALLS ARE DIMENSIONED TO <br />OUTSIDE FACE. GRADE BEAMS AND APPLIANCES <br />ARE DIMENSIONED TO CENTER LINE. <br />\ <br />VERIFY ALL GRADE NOTE: LOCATED GRADE <br />BEAM LOCATIONS I UNDER ALL LOAD <br />PRIOR TO POURING BEARING WALLS <br />OF CONCRETE. <br />c <br />TA 12" 11'1012" <br />GARAGE SLAB <br />9 12" <br />REINFORCE PER LOCAL <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />F2 <br />1 <br />8' 7" <br />10'-7' 6• <br />6' CURB AT EXTERIOR <br />f <br />n0 <br />GARAGE WALLS, SEE <br />STRUCTURAL <br />I <br />F1 <br />PORCH SLAB 2" 6'-0" 11" 6'a" <br />REINFORCE PER LOCAL - 8'-1" 4-712" 11'-7" <br />CODE AND ENGINEER'S <br />SPECIFICATIONS 19-8 <br />7 112" 7 12" <br />SLAB PLAN V <br />1/4' = V-0" AT 22"X34" LAYOUT 1/8' = 1'-0" AT 11" X 17" LAYOUT <br />- FOUNDATION WIDENS <br />AT SITE SPECIFIC <br />CONDITIONS <br />�rr1111111/l/// W. as <br />�\.� • .fffff•f Iw� � r' <br />2 <br />� <br />cliC3 <br />�ci <br />Cf <br />Q:Z M O <br />J� <br />CQ o <br />:W I. <br />_ <br />CD Q <br />•// GO <br />/ ff• J <br />•••• J <br />� <br />ISSUE DATE: <br />10.27.2023 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 />LAST REVISION <br />LAST SAVED BY: <br />Q � C <br />X V Z <br />�p a <br />W a <br />CL a <br />co OJ U) <br />SHEET NO: <br />FL 0.1.9 <br />