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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/B• 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 NAILS, 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 OAS, WATER OR ELECTRIC. <br />• VERIFY ALL DOOR THRESHOLD HEIGHTS TO WARD SURFACES. <br />7 3/4' MAX AT INSWING DOORS. <br />- TYP STOOP AT INSWINGISUDER DOORS: 38' 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 />Ft LINE OFSLABABOVE <br />F2. LINE OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS <br />AT SITE SPECIFIC <br />CONDITIONS <br />3,/2• 101-V 9'-4Ilr <br />air <br />O d <br />an @ <br />PATIO SLAB <br />4'ff <br />MAIN SLAB <br />NOTE: EXTERIOR WALLS ARE DIMENSIONED TO <br />OUTSIDE FACE. GRADE BEAMSAND APPLIANCES <br />ARE DIMENSIONED TO CENTER UNE. <br />NOTE: LOCATED GRADE VERIFYALLGRADE <br />UNDER ALL LOAD BEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />GF CONCRETE77'�� <br />1 <br />- <br />rm <br />------ <br />I <br />ARAGE SLAB <br />REINFORCE PER LOCAL <br />17 <br />CODE AND ENGINEER'S <br />SPECIFICATIONS_ <br />f2 <br />_ <br />i <br />d! 7 <br />e' CURB AT EXTERIOR <br />f e <br />(MIRAGE WALLS. SEE <br />STRUCTURAL 9 <br />0 <br />yr <br />F1 <br />1W_W <br />7 <br />SLAB PLAN 'W <br />We. 1'-M AT 22"XW LAYOUT 1W.1.4r AT 1TX 17' LAYOUT <br />.H SLAB <br />:E PER LOCAL <br />I ENGINEER'S <br />ATIONS <br />C3 <br />W <br />J � <br />� x <br />'Q <br />ISSUE DATE: <br />05-03.2022 FOR <br />REVIEW <br />0 <br />EVIMONS: <br />i � <br />• <br />v <br />• <br />us <br />I _ <br />io <br />i— <br />�� <br />` <br />drawings are the <br />®i <br />are not to be <br />mill <br />Utilized for cons# Ction, or <br />copied in part or in whole <br />mahout permission from <br />the buider. 0 2022 <br />Stadght Homes <br />LAST REVISION <br />LAST SAVED BY: <br />a 0 seT <br />W 4 <br />J i- a <br />O N <br />0 <br />FL 0.1.7 <br />