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GENERAL FOUNDATION NOTES: <br />- THIS PERIMETER DIMENSION PUN IS FOR DIMENSIONAL INFORMATION ONLY. <br />- SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING. TYPICAL <br />• SLOPE GARAGE FLOOR US• 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 SWILL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING REFER TO SOILS <br />REPORT FOR ANY SPECIFIC REQUIREMENTS. <br />REFER TO STRUCTURAL DRAWINGS FOR HOIDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND <br />INFORMATION NOT SHOWN ON THIS PUUL <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 3W MAX AT INSWING DOORS <br />• TYP STOOP AT INSWINGWDER DOORS: 3W DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. <br />(PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP43ESISTANT FINISH. <br />• FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH <br />3• DA 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 IUME OF SLAB ABOVE <br />F2 JIM OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS - <br />AT SITE SPECIFIC <br />CONDITIONS <br />LOT 6 <br />19'•e• <br />,re 10--0- T-4 10 <br />2 OJ a <br />N <br />� <br />g <br />9 <br />PATIO SLAB <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 />'s <br />NOTE: LOCATED GRADE IVERIFYALLGRADE Ip <br />tr <br />UNDER ALL LOAD BEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />OF CONCRETE. <br />ro <br />r-n <br />,I <br />s <br />b <br />,r-totre------ <br />4 <br />_ - 1'•11 <br />ARAGE SLAB - <br />;.... <br />,re <br />REINFORCE PER LOCAL <br />CODE AND ENGINEERS - <br />SPECIFICATIONS I _ - <br />F2 <br />0 <br />c <br />y N <br />9 <br />W CURB AT EXTERIOR <br />w <br />e <br />WALLS, SEE <br />STRUCTURAL § <br />TURRALL <br />L <br />14 <br />I <br />I <br />F7J <br />I <br />I . „• 9•-0- 1PORCH SLAB <br />1'-7112- 1V-7' 1'-71re-I fREINFOFtCE PER LOCAL <br />79'$' CODE AND ENGINEERS <br />SPECIFICATIONS <br />71re 7, <br />SLAB PLAN 'A' <br />`% lhr = 1 it AT 2PX34• LAYOUT LB• . 4-0• AT 11• X 1T LAYOUT <br />x <br />t3 <br />W <br />J i <br />I <br />Qi <br />1-- <br />ISSUE DATE: <br />05.03.2022 FOR <br />REVIEW <br />,`%%j%11111/11 <br />�� <br />'w <br />W, <br />REVISIONS: <br />V _...•..._ <br />i <br />a: <br />••••- , — drawmpare the ,.; ry of StarhglLt <br />Hwm and are not to be <br />utilized for Donstruclion, or <br />copied in part or in whole <br />wittaut permissbn from <br />the buider. 0 2022 <br />Staftht Hanes <br />LAST REVISION <br />LAST SAVED BY: <br />