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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 1/e' 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 SLIP -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 LINE OF FRAMED WALL ABOVE <br />LOT 36 <br />19'E' <br />9'4 1/2- <br />}F <br />PATIO SLAB <br />01� <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 />` <br />VERIFY ALL GRADE NOTE: LOCATED GRADE <br />BEAM LOCATIONS UNDER ALL LOAD <br />PRIOR TO POURING BEARING WALLS <br />OF CONCRETE. <br />ej <br />i <br />3 <br />a <br />I Y 12- I V-10 12" <br />� <br />M <br />v <br />N <br />v <br />E <br />e <br />3 <br />.. .`... "' <br />GARAGE SLAB <br />I 912' <br />l <br />REINFORCE PER LOCAL <br />( <br />I <br />{¥ <br />CODE AND ENGINEER'S <br />C <br />{ _.. <br />SPECIFICATIONS <br />R <br />m <br />F2 <br />s <br />o <br />9 <br />10'-7- 6' <br />S <br />I <br />4' <br />6' CURB AT EXTERIOR <br />€ a0 <br />, <br />GARAGE WALLS, SEE <br />j <br />4 I <br />€ N <br />STRUCTURAL <br />PORCH SLAB 2•• s-o" „" 6-4' <br />REINFORCE PER LOCAL 6'-1' 1'41/2" 11%7" 1'-712' <br />CODE AND ENGINEER'S <br />SPECIFICATIONS <br />7 12" 7 12' <br />SLAB PLAN 'S <br />1/4" = 1'-0" AT 22'X34" LAYOUT 1/6" = V-0" AT 11" X 17" LAYOUT <br />- FOUNDATION WIDENS <br />AT SITE SPECIFIC <br />CONDITIONS <br />, <br />I— <br />`t,011tIY....::,r1s <br />`�t <br />� <br />•eeNee:era�,�/y) <br />CM <br />�� <br />�% <br />N <br />Uj � <br />Q <br />T ! <br />Q <br />~ <br />O <br />�1. <br />f <br />y F7�� 1 <br />- ` <br />rs ply x < <br />ISSUE DATE: <br />06.23.2023 FOR <br />REVIEW <br />r <br />I 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 />Q CM <br />X RIT z <br />W co Q <br />a <br />dH a <br />�O <br />SHEET NO: <br />FL 0.1.6 <br />