Laserfiche WebLink
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 11W 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 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 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 HARD SURFACES. <br />7 314"MAX AT INSWING DOORS. <br />- TYP STOOP AT INSWINGSUDER 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 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 LINE OF SLAB ABOVE <br />F2 LINF. OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS — <br />AT SITE SPECIFIC <br />CONDITIONS <br />LOT 116 <br />3 12" 10'0" 9'4 10 <br />PATIO SLAB <br />-I@ <br />4' ie <br />I <br />MAIN SLAB i <br />NOTE: EXTERIOR WALLS ARE DIMENSIONED TO i <br />OUTSIDE FACE. GRADE BEAMS AND APPUANCES <br />ARE DIMENSIONED TO CENTER UNE. I <br />NOTE: LOCATEDGRADE VERIFY ALL GRADE <br />v <br />C <br />UNDER ALL LOAD BEAM LOCATIONS <br />BEARING WALLS PRIOR TO POURING <br />NCRETE. € <br />OF CO�7, <br />c <br />I <br />i L7 <br />4 <br />11'-1012" <br />1 11 <br />ARAGE SLAB °J <br />I <br />i REINFORCE PER LOCAL <br />I CODE AND ENGINEER'S -- <br />4 SPECIFICATIONS <br />N <br />I F2 _ -- <br />m <br />C <br />W <br />i <br />3 <br />10'-7" 6'-7" [ <br />l <br />3 <br />V <br />4" <br />t 6" CURB AT EXTERIOR <br />8" <br />GARAGE WALLS, SEE <br />I <br />c <br />I STRUCTURAL <br />n <br />< <br />I Q <br />F1 <br />I <br />6'-4• 11• 6'-0" 1'-2• PORCH SLAB <br />1'-712" 11V.7" V-712' 6'-1" REINFORCE PER LOCAL <br />t9'A" CODE AND ENGINEER'S <br />SPECIFICATIONS <br />7 12' 7 12" <br />SLAB PLAN V <br />1/4' = V-0" AT 22"X34" LAYOUT 1/8' = 1'-0" AT 11' X 17" LAYOUT <br />CM <br />as <br />�Sp 1L <br />C <br />O <br />°0 el < O+ <br />0. C � ISSUE DATE: <br />11 06.23.2023 FOR <br />ylr T PV3 0��` REVIEW <br />REVISIONS: <br />These drawings are the <br />property of Starlight <br />Homes and are not to be <br />utilized for construction, or <br />copied in part or in whole <br />without permission from <br />the builder. 0 2023 <br />Starlight Homes <br />LAST REVISION <br />LAST SAVED BY: <br />SHEET NO: <br />FL 0.1.9 <br />