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 118" 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 3/4' MAX AT INSWING DOORS. <br />- TYP STOOP AT INSWING/SLIDER 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 JUNE OF FRAMED WALL ABOVE <br />FOUNDATION WIDENS - <br />AT SITE SPECIFIC <br />CONDITIONS <br />LOT 35 <br />19'A' <br />3 112" 10'.0" 9'A 112" <br />4 <br />PATIO SLAB <br />Ala <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 />NOTE: LOCATED GRADE VERIFY ALL GRADE : <br />UNDER ALL LOAD I IBEAMLOCATIONS Ij <br />BEARING WALLS PRIOR TO POURING t <br />OF CONCRETE. ` <br />�i <br />4 <br />11'-1010 7'94,f7 <br />M <br />e <br />e <br />N , ' <br />ARAGE SLAB <br />i/2" <br />REINFORCE PER LOCAL <br />CODE AND ENGINEER'S -! <br />SPECIFICATIONS <br />R <br />t <br />10'-7- <br />f <br />i <br />6" CURB AT EXTERIOR <br />GARAGE WALLS, SEE, <br />- <br />STRUCTURAL <br />6•-4• 1,• s•-o• V-z PORCH SLAB <br />1'-7 1/2" 1 V-7" 1'-7 1Y2" 8'-1" REINFORCE PER LOCAL <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />1/2" 7 1/2" <br />0SLAB PLAN V <br />1/4• = Vi AT 22"X34• LAYOUT 1 V = V-0• AT 11" X 17" LAYOUT <br />t•- <br />c <br />J � <br />Q <br />'Q <br />ISSUE DATE: <br />06.23.2023 FOR <br />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 budder. 0 2023 <br />Starlight Homes <br />LAST REVISION <br />LAST SAVED BY: <br />aM <br />X it z <br />LV M I <br />J N a <br />a� a <br />d� O <br />SHEET NO: <br />FL 0.1.9 <br />