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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 BULDING - TYPICAL <br />SLOPE GARAGE FLOOR Ifir PER FOOT TO GARAGE DOOR OPEMNG. <br />VERIFY CURB OJT SLOCKOUT 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 THIMESS, AND <br />INFORMATION NOT SHOWN ON THIS PLAN. <br />PLUMIDING 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 04SWM DOORS. <br />TYP STOOP AT INSWINGfSUDER DOOR$: 3r DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. <br />(PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP4:ESISTANT 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 IWO 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 />I A�U.NE OF SLAB ABOVE <br />L <br />�Q ILINE OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS <br />AT SITE SPEC4FIC <br />CONDITIONS <br />7 IrZ*l <br />ILOT 91] <br />1w 1014" 9-4 IQ" <br />PATIO SLAB <br />14 <br />4-§ <br />==!t <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 PFFUFY ALL MADE <br />ALL LOW IBEAM LOCATIONS I <br />IUNDER <br />BEARINGWALLS R To POURING <br />F19DNCRETE <br />JOR <br />Flu <br />W, <br />3ARAGE SLAB <br />JF� <br />FREINFORCE PER LOCAL� <br />AM ENG"'EMS <br />l:ME <br />PE---- . .... ... ... <br />------- <br />10'r 81-7" <br />[14- <br />9'CURS AT EXTERIOR <br />1 <br />GARAGE WALLS, SEE <br />STRUCTURAL <br />--1 -7 lrZ 111-7" V-7 1&� <br />81-1* <br />7 Ire - <br />SLAB PLAN'B' <br />0 -Y <br />114:51;�AT �Z LAYOUT 110" = I-(r AT I I'X 17* LAYOUT <br />PORCH SLAB <br />FiINIFIORCE PER LOCALl <br />IO'IE AND=11EERS <br />C.E.IRCA <br />CM <br />+ <br />0 <br />MCC <br />I -- <br />CAI <br />I UE ATE, <br />I 1!OS3.2OD23 OR <br />REVIEW <br />R ---1 <br />EVISION& <br />These drawings are the <br />property of Staftht <br />Homes and are not to be <br />utilzed for conowtion, or <br />copied in part or in whole <br />without permission from <br />ihabuilder. 0 2023 <br />Starlittht Homes <br />LMT REVISION <br />Zgwl <br />�z Aw- a <br />x <br />Lu <br />-.j cr) a. <br />I- <br />ch 0 <br />I <br />SHEET Na. <br />FL 0.1.1 <br />