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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 LINE OF STAB ABOVE <br />F2 UNE OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS - <br />AT SITE SPECIFIC <br />CONDITIONS <br />LOT 65 <br />,9•A" <br />3 12" 10'-0" <br />}LL <br />PATIO SLAB <br />g T <br />4" <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 />_ <br />UNDER ALL LOAD I BEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />OF CONCRETE. <br />c <br />- <br />V-11 <br />I V-10 12" 71-9 <br />- <br />o <br />0 <br />1i <br />m <br />m <br />ARAGE SLAB <br />12" <br />REINFORCE PER LOCAL <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />C' <br />F2 <br />� <br />C <br />m <br />m <br />1oa" <br />ea• <br />�4. <br />6" CURB AT EXTERIOR <br />6" <br />GARAGE WALLS, SEE - <br />O <br />STRUCTURAL <br />y <br />I o <br />I <br />F7 <br />I <br />6-4" 6'-0" 2" PORCH SLAB <br />1'-712" 11'-T V-712• 8'-1" REINFORCE PER LOCAL <br />19,$" CODE AND ENGINEER'S <br />SPECIFICATIONS <br />712" 712" <br />SLAB PLAN 1K <br />1/4" = 1'-0" AT 22"X34" LAYOUT 1/8• = 1'-0" AT 11' X 17" LAYOUT <br />�t,llllll/l/� LU <br />o_CM <br />+� <br />W <br />//�� <br />0 Q <br />N10 <br />ISSUE DATE: <br />10.27.2023 FOR <br />"1 ••��000 <br />,k�� `` <br />REVIEW <br />��lJlllllii�'� <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 />T <br />X q1t Z <br />W �p a <br />J <br />J 0 a <br />aFm- a <br />0o O N <br />