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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 118' PER FOOT TO GARAGE DOOR OPEMNG <br />- VERIFY CURB CUT SLOCKOUT WITH GARAGE DOOR MANUFACTURER. <br />- REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. <br />- FINISH GRADE SWILL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING REFER TO SOILS <br />REPORT FOR ANY SPECIFIC RECUREMENTS. <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 WARD SURFACES. <br />7 31r MAX AT INSWING DOORS <br />- TYP STOOP AT INSWINGSLIDER 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 RECIARED <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 1UNE OF SLAB ABOVE <br />F2 ILINE OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS <br />AT SITE SPECIFIC <br />CONDITIONS <br />9V 1@• <br />d�W <br />O u <br />" <br />PATIO SLAB <br />4-11 <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 />UNDER ALL LOAD IBEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />OF CONCRETE. <br />.......... <br />ARAGE SLAB <br />REINFORCE PER LOCAL -- <br />:F2f <br />CODE AND ENGINEERS —. <br />SPECIFICATIONS <br />i <br />O <br />" ry <br />10•-r 8 -T <br />S' CURB AT EXTERIOR <br />w� <br />GARAGE WALLS. SEE <br />a <br />STRUCTURAL 4 <br />" <br />Fl <br />'-71/2' 11'•T 1'-71 <br />e'-1' <br />19'$' <br />a <br />Y <br />7 <br />a <br />,x PORCH SLAB <br />REINFORCE PER LOCAL <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />7 UC <br />0SLAB PLANS' <br />1/4• : 1'-0' AT 2')Z LAYOUT 1B" = 1'-0• AT 11• X 17- LAYOUT <br />``,e�llnrilll, <br />:VNO" •••• <br />• <br />01 <br />v • 6 <br />t <br />�s <br />j ISSUE DATE: <br />J 05.03.2022 FOR <br />l ` " VMwsdmwkVsarethe <br />Hout and to be <br />utilized for consf Ction, Or <br />copied in part or in whole <br />Wkt)out permission hm <br />Mulder. 0 = <br />Startwlbmes <br />LAST REVISION <br />LAST SAVED BY: <br />