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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 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 INSWINGSUDER 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 />F7 LINE OF SLAB ABOVE <br />F2 LINE OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS — <br />AT SITE SPECIFIC <br />CONDITIONS <br />LOT 118 <br />19'A' <br />9'4 1n• 10'-0' 312• <br />PATIO SLAB g <br />4" <br />MAIN SLAB <br />NOTE: EXTERIOR WALLS ARE DIMENSIONEDANTO <br />OUTSIDE FACE. GRADE BEAMS AND APPUCES <br />ARE DIMENSIONED TO CENTER LINE. <br />VERIFY ALL GRADE NOTE: LOCATED GRADE <br />BEAM LOCATIONS UNDER ALLLOAD <br />PRIOR TO POURING BEARING WALLS <br />OF CONCRETE. <br />4 <br />m <br />71• in" 11'.1012" <br />q <br />w <br />q <br />9 <br />r-1 r <br />N <br />GARAGE SLAB <br />9 12 <br />REINFORCE PER LOCAL <br />- <br />I <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />R <br />F2 <br />Nl <br />E'-7- <br />4• <br />s <br />W <br />6• CURB AT EXTERIOR <br />0 <br />GARAGE WALLS, SEE <br />4 <br />I <br />4 <br />STRUCTURAL <br />PORCH SLAB 2 6-0 6 4 <br />REINFORCE PER LOCAL 8'-1• 1-712' 1,'-7" 1'-7 I <br />CODE AND ENGINEER'S _ <br />SPECIFICATIONS 19 <br />7,n" <br />SLAB PLAN 'O' <br />1/4' = 1'-0• AT 22•X34• LAYOUT lie' = 1'-(• AT 11' X 17' LAYOUT <br />H <br />V N <br />J 2 <br />�° <br />Oct <br />F-- <br />C4 <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 />utibzed for construction, or <br />copied in part or in whole <br />without permission from <br />the budder. 0 2023 <br />Starlight Homes <br />LAST REVISION <br />LAST SAVED BY: <br />00 <br />O <br />�Q/ r <br />^ Lf) Q J r a <br />O <br />,J <br />SHEET NO: <br />FL 0.1.11 <br />