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8'-4" 35'-0" 21'-8" <br />65'-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />KS-1 <br />2020V1_0 <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />FOR ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />INTERCHANGEABLE SEE SHEET ST-21D FOR ALTERNATE STEMWALL <br />SECTIONS. <br />• 24' LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />SHEET ST-21D. <br />it <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />8"x8" DEEP THICKENED r ---, 12" DEEP FTG UNDER BOX <br />EDGE w (1) #4 CONT B COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />24"SQx20" DEEP FTG <br />i 6' S x i 2" DEEP FTG D w/ (3) #4 EW <br />30 Sux20" DEEP FTG 36"SQx20" DEEP FTG <br />F <br />w/ ('4) #4 EJV w/ (4) #4 EW <br />G 48"SQx24" DEEP FTG H #5 VERTICAL DOWEL TYP <br />w, (5) #4 EW. T&B __ AS SHOWN. SEE MASONRY <br />NOTES ON ST-1 <br />n <br />! 2"O VENT <br />I TO ROOF <br />I <br />I <br />I <br />1 <br />2" O VENT I <br />TO ROOF 1 <br />1 <br />�I I <br />rl- <br />d- <br />ti <br />O <br />Z APEX <br />U) <br />W <br />z <br />c/) <br />fn <br />w <br />W <br />W <br />z <br />(D <br />Z tds <br />W <br />Q true design studios <br />0 <br />O <br />-j 9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />z <br />z 904.821.5200 <br />LD <br />O 01-HOMON'U <br />M <br />cl W <br />O� <br />I a <br />U- <br />I <br />z <br />C7 <br />0 <br />O <br />Z <br />2 <br />U <br />W <br />I— <br />x <br />miw <br />Q <br />LLI <br />U) <br />w <br />m <br />0 <br />W <br />w <br />Z <br />O <br />U) <br />O <br />w <br />z <br />> <br />w <br />o <br />0 <br />�' <br />w <br />LLJ <br />w <br />00 <br />L <br />LL <br />(D <br />O <br />-J <br />O <br />Z <br />2 <br />U <br />Abbott Park <br />x <br />w <br />a LOT 006-01-A <br />Q <br />PROJECT NO. <br />2020.001716 <br />DRAWN: <br />SLC <br />CHKD <br />EAF <br />02-25-2020 <br />REVISIONS: <br />N description Date <br />ST=2 <br />Q <br />0 <br />w <br />x <br />z <br />O <br />0 <br />W <br />1-- <br />z <br />w- <br />IZ <br />w <br />w <br />J <br />Q <br />U <br />W <br />H <br />Q <br />w <br />0 <br />O <br />0 <br />0 <br />LO <br />cn <br />w <br />-J <br />Q <br />U <br />U) <br />0 <br />z <br />U) <br />Z <br />crf <br />W <br />w <br />w <br />J <br />Q <br />U <br />I- <br />0 <br />O <br />0 <br />C:M11IMFTAI (.ONNF[.TOR FN[;INFFRINr. <br />