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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 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 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/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 LINE OF SLAB ABOVE <br />F2 ILINE OF FRAMED WALL ABOVE <br />v <br />e <br />1 <br />LOT 34 <br />3 12' 10'-0• <br />PATIO SLAB y <br />4' <br />I <br />3 <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 />UNDERALL LOAD BEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />OF CONCRETE. <br />s <br />E IV-10 1/2• <br />T .. <br />--- <br />ARAGE SLABJREINF <br />2' <br />i CCOE0ARCEP1N1 S <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />i F2 s^ <br />j w <br />t � � <br />t N _ <br />10'-7• : 8'-7" i <br />3 <br />i <br />V <br />4 8' <br />I 6- CURB AT EXTERIOR <br />i GARAGE WALLS, SEE <br />i STRUCTURAL 4 <br />w <br />F1 <br />V-71/T <br />7 12" <br />SLAB PLAN 'N' <br />III = 1'-0" AT 27X34" LAYOUT 1/e' = 1'-0" AT 11' X 17" LAYOUT <br />FOUNDATION WIDENS <br />I AT SITE SPECIFIC 11 <br />CONDITIONS <br />PORCH SLAB <br />REINFORCE PER LOCAL <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />��� p�- <br />as°m•Aa�Ba.�aJ�•�s�00 <br />LL <br />s <br />Q7 <br />` <br />• <br />) 1� • <br />Yetee <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 />M`Q z <br />Z Z <br />M a <br />W a <br />aH a <br />40 N <br />SHEET NO: <br />FL 0.1.10 <br />