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01 °_A" <br />FOUNDATION PLAN <br />SCALE:1/2" = T-0" <br />FOUNDATION NOTES <br />1. DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH: <br />THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318, AND <br />CONFORMING TO THE FLORIDA BUILDING CODE, 7TH EDITION (2020) <br />2. CONCRETE SHALL DEVELOP 3,000 POUNDS PER SQUARE INCH COMPRESSIVE <br />STRENGTH AT 28 DAYS. <br />3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS. <br />REINFORCING PLACEMENT SHALL CONFORM TO ACI 318 WITH ALL FABRICATION <br />AND INSTALLATION PER CRSI RECOMMENDED PRACTICES "PLACING REINFORCING BARS" <br />4. SMOOTH WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAP AT LEAST <br />8 INCHES AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8 INCHES. <br />5. FOUNDATION DESIGN BASED ON ALLOWABLE SOIL BEARING PRESSURE OF <br />2,500 POUNDS PER SQUARE FOOT. <br />6. EXCAVATION, BACK FILLING AND COMPACTION OF SOIL IN FOUNDATION AREA <br />SHALL BE IN ACCORDANCE WITH ACCEPTED STANDARDS. <br />7. SLAB -ON -GRADE SHALL BE 4 INCH CONCRETE SLAB WITH WWF 6x6 W1.4xW1.4 <br />ON 5 MIL POLYETHYLENE VAPOR BARRIER OVER WELL COMPACTED FILL. <br />PLACE REINFORCING 1 1/2 INCHES FROM TOP TO SLAB. <br />8. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS. <br />OTHERWISE NOTED. <br />9. FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR CORNER BARS WITH <br />Z-0" LAP SHALL BE PROVIDED. <br />10. MINIMUM LAP SPLICES ON ALL FOUNDATION REINFORCING BAR SPLICES SHALL <br />BE 30 BAR DIAMETER TYPICAL EXCEPT WHERE NOTED OTHERWISE. <br />11. CONTRACTOR TO PROVIDE SPACES, CHAIR, BOLSTERS, ETC. NECESSARY <br />TO SUPPORT REINFORCING STEEL. <br />12. NON -SHRINK GROUT SHALL BE EQUAL TO MASTER BUILDERS MASTER FLOW 928 GROUT. <br />13. DOWELS TO PROJECT 30 INCHES ABOVE FINISHED FLOOR, GROUT FILL CELLS BELOW <br />FINISHED FLOOR PRIOR TO CONTINUING WALL. <br />14. GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL MECHANICAL LINES BELOW SLAB <br />BEFORE: CASTING FOUNDATIONS, OR PROVIDING CAST PROTECTION AROUND LINES AS <br />REQUIRED. <br />15. GENERAL CONTRACTOR TO FIELD VERIFY EXISTING FOOTER PLACEMENT AND SIZING PRIOR <br />TO PREPARING NEW FOOTER. <br />16. ANY INCONSISTENCIES WITH DETAILS PERTAINING TO EXISTING FOUNDATION OR THE ADDITION <br />OF NEW FOOTER SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR ENGINEER. <br />0 <br />Ln <br />15 <br />W <br />W <br />(D Z <br />::) =Z <br />LU <br />J <br />U <br />w <br />O <br />W <br />2 <br />2 <br />W <br />Q <br />t� <br />Z <br />O <br />W <br />ry <br />W <br />M <br />O <br />00 <br />cM <br />O m <br />OJ <br />ILL <br />3: <br />W z <br />U Q <br />J <br />W W <br />Uj Y <br />O Q <br />00 <br />75 <br />O <br />J <br />L.L <br />(n NO N <br />o0 <br />cy) 00 <br />Q _-.1 N <br />cn 3: L- <br />z > z <br />JNV00 <br />W cfl Q <br />(8)L0 J <br />0 <br />Z <br />iY <br />z� <br />OW <br />�= w <br />CU 0� <br />D� <br />C <br />Z o0 <br />OL <br />CU a) <br />�:~ <br />w0 <br />zJ <br />N Z <br />N J <br />ti <br />00~ <br />(0 <br />o0 (° <br />W W <br />Z Cn <br />00 <br />W 2 <br />W <br />0 <br />Z <br />�< <br />J <br />�< <br />WC) <br />N z <br />Z) <br />O <br />LL <br />i ' Ily <br />signed y <br />0�"`."�°'„"°,,� <br />oa FRS T <br />Robert T <br />�o�¢��IsrcaFo �G� a <br />g <br />Haug <br />-a •- 24575 <br />STATEOF <br />Date. <br />2021.06.1C <br />\� <br />16:21:5 <br />\ <br />_n.. 1 1 <br />N <br />CD <br />m <br />LLj <br />N <br />o <br />� <br />M <br />❑ <br />N <br />iQ * <br />O <br />o <br />> <br />w <br />ow <br />AEU) <br />O <br />ww <br />F00 <br />O J <br />z <br />Y <br />LLI <br />(L <br />Q <br /><m <br />_ <br />O <br />0 <br />77 <br />U) <br />© COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION <br />SHEET NO. <br />