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49 <br />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 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, PROTECTTHE 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 LINE OF FRAMED WALL ABOVE <br />LOT 115 <br />19'8' <br />3 12" 10'-0" 9'4 12" <br />PATIO SLAB o a <br />4 <br />N1 <br />4• ` <br />MAIN SLAB <br />NOTE: EXTERIOR WALLS ARE DIMENSIONED TO <br />OUTSIDE FACE. GRADE BEAMS AND APPUANCES <br />ARE DIMENSIONED TO CENTER UNE. <br />NOTE: LOCATED GRADE VERIFY ALL GRADE <br />` <br />UNDER ALL LOAD BEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />OF CONCRETE. <br />it <br />r-„ <br />r7 <br />r <br />a <br />m <br />g <br />4 4 <br />- <br />m <br />I.,. <br />ARAGE SLAB <br />12" <br />I REINFORCE PER LOCAL <br />, CODE AND ENGINEER'S <br />I SPECIFICATIONS <br />I F2 <br />R <br />m <br />t <br />a <br />O _ <br />i <br />( <br />i <br />MA <br />6" CURB AT EXTERIOR <br />4 6 <br />GARAGE WALLS, SEE, <br />a <br />STRUCTURAL 4 <br />0 <br />4 <br />y FOUNDATION WIDENS <br />F1 I AT SITE SPECIFIC <br />CONDITIONS <br />6•-4• „• 6•-0" ,-z" PORCH SLAB <br />---------------- <br />1'-7 12• 11'-7' 1'-712' 8'-1' REINFORCE PER LOCAL <br />79,$• CODE AND ENGINEER'S <br />SPECIFICATIONS <br />7 12" <br />SLAB PLAN 'N' <br />1/4' = V-0' AT 22134' LAYOUT 118' = V-0' AT „' X 17' LAYOUT <br />.'�`. <br />r.� <br />n <br />! <br />s1 <br />!!!!!!!!!!+� h <br />%jffrtrr3:liE1�aT4'`` <br />O <br />N <br />0 <br />J <br />C N <br />� � w <br />J i <br />0= <br />t— <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 />