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I GENERAL FOUNDATION NOTES: I <br />- THIS PERIMETER DIMENSION PUN IS FOR DIMENSIONAL INFORMATION ONLY. <br />- SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BULDING- TYPICAL. <br />• SLOPE GARAGE FLOOR IV 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 HOLDDOWNS, FOOTING DETAILS, CURB THICIWESS, 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 />7 314• MAX AT INSWING DOORS. <br />- TYP STOOP AT INSWINGYSUDER DOORS: Nr 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 />F, LINE OF SLAB ABOVE <br />F2 NNE OF FRAMED WALL ABOVE <br />5 <br />LOT 5 <br />9•4 1rz• 1W.01 31 <br />0iw <br />p a <br />PATIO SLAB <br />MAIN SLAB <br />NOTE: EXTERIOR WALLS ARE DIMENSIONED TO <br />OUTSIDE FACE. GRADE BEAMS AND APPUANCES <br />ARE DIMENSIONED TO CENTER <br />'9 <br />VERIFY ALL GRADE NOTE: LOCATED GRADE <br />BEAM LOCATIONS I UNDER ALLLOAD <br />C <br />PRIOR TCO POURING SEARING WALLS <br />OF CONCRETE. <br />w <br />•., r <br />:: <br />ro <br />+nr. <br />/ <br />GARAGE SLAB <br />a,rz <br />[REINFORCE PER LOCAL <br />CODE AND ENGNEER'S <br />SPECIFICATIONS <br />R <br />I <br />F2 <br />� <br />a <br />rn <br />R <br />a•r <br />+o••r <br />4 <br />ti <br />G CURB AT EXTERIOR <br />4 <br />w <br />? <br />GARAGE STRUCTURWALLS.AL SEE <br />f <br />I <br />I <br />F7 <br />l <br />PORCH SLAB 1, a•.o 11 a'.4• <br />REINFORCE PER LOCAL 9'-1• •-712• 1 r-r ra 1 <br />CODE AND ENG1NEER'S <br />SPECIFICATIONS <br />712 71PZ <br />r, SLAB PLAN V <br />LJ 11 = 1'-0• AT 22'Z LAYOUT 1,ff =,'-MAT 11• X 17• LAYOUT <br />- FOUNDATION WIDENS <br />AT SITE SPECIFIC <br />CONDITIONS <br />��a + A,rsAN�rrr <br />r <br />' ut <br />. to <br />i <br />>�� •L�rr�r y r4rr4 <br />05.032022 FOR <br />e_ REVIEW <br />dfawkW are the <br />property of Stadw <br />Homes and are not to be <br />utilized for constrwtion, Or <br />Copied in Par( Or In whole <br />without permission from <br />the buider. 0 = <br />StarW Hanes <br />LAST REVISION <br />LAST SAVED BY: <br />I <br />t <br />C <br />r <br />/ L <br />C <br />