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4" <br />1 <br />8'-'10" <br />4" L 8" :. Z-0" 4'-0" 1. 4'-0„ 41-0„ 4i-0%" 4,-0„ 4, " 2i-8" <br />i <0. <br />91'-4" <br />91'-4" <br />T-2" 4i-1" 4i-1,i T-2" <br />1 I 1 I I <br />W-------I— — — — — — — — - --—_._._...W...._..._-_...---- <br />4`° THICK CONCRETE SLAB <br />REINFORCED W16x6 W1.4xW1.4 W.W.F. <br />COVER 6 MIL. VAPOR BARRIER OVER <br />2'-8" 4'-0" :_ 4'-0" :. 4'-0" :. 4'-0" 4'-0" 4'-0" :.. 2'-0" :.8 - . 4" <br />I <br />Em <br />W <br />U <br />WLL <br />LLLLco <br />NZ <br />J <br />Q Z <br />W <br />= <br />�J <br />Q Li- <br />°Q~ <br />CP <br />- <br />J <br />I— <br />O Z <br />M00 CD <br />CO @� <br />Z LU <br />V <br />Cry <br />oQ <br />c� <br />m w <br />a0 <br />OU) <br />W <br />0 <br />N <br />NOTE: FOUNDATION CONTRACTOR <br />I TO VERIFY PLACEMENT OF STEEL �1 <br />NOTE: F'i..i,v13ER T01 VERIFY I REINFORCEMENT CLEARS WINDOW <br />LOCAT?ON OF FIXTURES I I OPENINGS (VFR.IFY1aVr FL.(�C3RF�LAN} <br />LL <br />cD­ <br />A <br />i <br />I <br />i, <br />5 <br />Ll.l <br />21 0 21 ° <br />I <br />_....__ . _ .... _. _ _.... _ ...... _-..... .... .. - ............ _........._ .........._ ... .................. .... ..... <br />Z 0wM� <br />F— LL1 cM <br />o 0 o Q <br />L �Q <br />: <br />I � ; <br />I— <br />I U <br />I u, <br />l <br />I : <br />: <br />E Z 00 I <br />i <br />i <br />a_ <br />� �;e`iV° i° q_(�-pa4,-fa......... <br />� ZO <br />...................._.......... .._ � r .._........ ..�.. .-...........- ... _,+ �.. r. ....... -.- ... f--. ------------------------- .�. ...... <br />I <br />_ _-.._._.... -- --- ..--- ........ ........ ....------- _------ _----.-------------------------------------------------------- -- -- ---- ------..._.................. ------------ <br />- - - - - -------------------- -.._ ..- - --- ---- - ~ i— <br />f <br />..A5Q Z Z .__I W C) <br />N Z <br />FOUNDATION PLAN O 0 <br />SCALE 1/2 = V-0" U- <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 />2-0" 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 />1 ' Ily <br />signed <br />Robert T <br />S+{.�Q.���, STfp"Fo., Gam' 3 <br />Haug <br />_9 24575 .€ a° <br />�fTAFaF _gig Date: <br />S ONAV. � 2021.06.1u <br />16:29:2 <br />W N 00 <br />LU LO o _j W Q <br />j M > <br />0 <br />W Lu 2Q O W <br />C7 ~AU) <br />�- WOW <br />U <br />J m <br />J <br />(n � LHLli Z Y <br />O a Q _ m <br />� � U O <br />0-.4 <br />© COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION <br />SHEET NO. <br />1801 <br />