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)ocuSign Envelope ID: 49180716-722C-4488-8344-DC46395EF416 <br />2020 V1.0 <br />C9 <br />c) <br />co <br />N <br />C? <br />0 <br />M <br />1 <br />70'-0" <br />,, S-0" <br />1'-4" . 8'4" L I 59'-10" � 011� <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />0 <br />zo <br />I <br />_0? <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <br />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />N <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />00 <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CO <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />O <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />' <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />V- <br />SECTIONS- <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />J <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />J <br />SHEET ST-2D. <br />z <br />O <br />----- - U) <br />FOUNDATION KEYNOTES: DC1 Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />F <br />8"x8" DEEP THICKENED <br />�� <br />12" DEEP FTG UNDER BOX <br />(D_~_ <br />EDGE w/ (1) #4 CONT <br />"I <br />COLUMN, FTG TO BE <br />T_ <br />PROJECTED MIN 6" AS SHOWN <br />W <br />H <br />C <br />16"SQx12" DEEP FTG <br />D <br />24"SQx20" DEEP FTG <br />_ <br />w/ (3) #4 EW <br />(n <br />E ' <br />30"SQx20" DEEP FTG <br />F <br />36"SQx20" DEEP FTG <br />0 <br />- _ I <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />m <br />48"SQx24" DEEP FTG <br />IHI <br />#5 VERTICAL DOWEL TYP <br />w <br />-G <br />w/ (5) #4 EW, T&B <br />AS SHOWN, SEE MASONRY <br />w <br />NOTES ON ST-1 <br />1 1/2" SLAB EXTENSION <br />Z) <br />—' <br />AT FULL ROUGH <br />OPENING WIDTH <br />} <br />717/40 , - <br />z <br />W <br />(D <br />W <br />ry <br />O <br />O <br />O <br />***NOTE_ TO CONTRACTOR*** <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO <br />ti <br />r; <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT U) <br />MANUFACTURER AND DR HORTON. U) <br />lb <br />W <br />U) <br />m <br />W <br />W <br />z <br />z <br />W <br />0 <br />O <br />J <br />IL <br />z <br />O <br />a <br />O <br />IL <br />0 <br />U <br />Q <br />0 <br />O <br />LL <br />Q <br />U <br />z <br />hln V <br />O <br />J <br />O <br />z <br />U <br />w <br />x <br />w <br />a <br />x <br />Q <br />m <br />c) <br />W <br />z <br />O <br />w <br />Q <br />z <br />O <br />7 <br />,IDF& U <br />IL <br />} <br />(D <br />SANITARY ISOMETRIC ° <br />O <br />z <br />U <br />W <br />H <br />x <br />w <br />a. <br />tds <br />S2 <br />design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />HKOHOMN@ <br />Y <br />zto, <br />Q <br />� <br />oC <br />m <br />J <br />z <br />w <br />W <br />O <br />co <br />Q <br />� <br />� <br />a <br />o <br />/ 0 <br />LU <br />Q <br />o <br />w <br />W <br />X <br />a <br />LL� <br />z <br />O <br />0 <br />w <br />F_ <br />z <br />CL <br />ILL <br />W <br />ABBOTT PARK <br />Q <br />U <br />LOT 021-01 <br />0 <br />Z <br />(D <br />PROJECT NO <br />LU <br />2021.006619 <br />0 <br />LL <br />— - <br />O <br />DRAWN: <br />KME <br />o <br />0 <br />CHKD: <br />L0 <br />MJP <br />c/) <br />w <br />U <br />J`��� <br />S--C t N LA/V f� �,�� <br />c/) <br />U) <br />No 85166 <br />Q <br />f--^Da*3Signed by: <br />Q <br />�T4TE'OF4441�—3F4671DACQE: 43��C/; <br />rn <br />�i'n� •'• 4 R , 0. • *�,,�� <br />z <br />Q <br />05-18-2021 <br />0 <br />LU <br />cn <br />REVISIONS: <br />LU <br />No. Description Date <br />~ <br />W <br />J <br />U <br />O <br />z <br />O <br />C) <br />ST=2 <br />CMU/METAL CONNECTOR ENGINEERING <br />