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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 1I8• PER FOOT TO GARAGE DOOR OPENING. <br />- VERIFY CURB OUT 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 31C 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 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 FEQUI ED <br />SEPARATION TO GRADE SWILL 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 />F/ LINE OF SUB ABOVE <br />F2 LINE OF FRAMED WALL ABOVE <br />19'B' <br />W-41/2" lw-w I-li <br />PATIO SLAB <br />d' <br />MAIN SLAB <br />NOTE: EXTERIOR WALLS ARE DIMENS ICNED TO <br />OUTSIDE FACE. GRADE BEAMS AND APPLWdCES <br />ARE aMENSIONFb 70 CENTER UNE <br />VERIFY ALL GRADE I NOTE: LOCATED GRADE <br />BEAM LOCATIONS I UNDER ALLLOAD <br />PRIOR TO POUHINRG BEAPoNG WALLS <br />GF CONCRETE. <br />w <br />•-, r <br />'�7' 1l2• 11'-10 V2• <br />m <br />' <br />_'. <br />GARAGE SLAB <br />,,' <br />REINFORCE PER LOCAL <br />`. <br />CODE AND ENGINEER'S <br />- <br />SPECIFICATIONS <br />m <br />F2 <br />L <br />8'-7• <br />a <br />6' CURB AT EXTERIOR <br />4 <br />I <br />m <br />9 <br />GARAGE WALLS, SEE <br />STRUCTURAL <br />I <br />F7 <br />I <br />PORCH SLAB Sol <br />REINFORCE PER LOCAL e'-t• 1'-7 72' 11'-T 1'-7 7/2' <br />WIDE AND ENGIMEER'S <br />SPECIFICATIONS <br />7 w 71W <br />SLAB PLANS <br />1/4• . i'M AT 27X34' LAYOUT lAP . 1'4• AT 17' X 17' LAYOUT <br />- FOUNDATION WIDENS <br />AT SITE SPECIFIC <br />CONDITIONS <br />cm <br />+ <br />w <br />J � <br />O <br />I <br />Q <br />ISSUE DATE: <br />05.03.2022 FOR <br />/. _REVIEW <br />drawkIgs are the <br />Nbpof Sww <br />,sit Half and are not to be <br />utized for DDrisbwtbn, or <br />COpled in hall or in Wt1018 <br />WdhDUt NITlIISSIDn horn <br />the builder. 0 = <br />Starlight Homes <br />LAST REVISION <br />LAST SAVED BY: <br />d � i <br />W <br />j H o_ <br />to <br />J <br />a <br />SHEET NO <br />FL 0.1.6 <br />