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)ocuSign Envelope ID: 804C66C7-1A16-44B1-A7C7-0002ED72E2B6 <br />I <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />0. <br />v <br />7 <br />0 <br />M <br />1,-4„ <br />W11 <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />70'-0" <br />59'-10" <br />F 3 0 <br />70'-0" <br />Ell <br />V <br />ib 0? <br />N � <br />M <br />O <br />zo <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />p <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <br />� <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 />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />O <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />' <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />r' <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />C14 <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />m <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL <br />LL <br />SECTIONS. <br />Lij <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-21D. <br />z <br />O <br />U) <br />FOUNDATION KEYNOTES: DC1 <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />-� <br />F - ` <br />8"x8" DEEP THICKENED <br />( 11 <br />12" DEEP FTG UNDER BOX <br />O <br />A I <br />EDGE w/ (1) #4 CONT <br />I B I <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />w <br />F- <br />C <br />16"SQx12" DEEP FTG <br />D� <br />24"SQx20" DEEP FTG <br />D <br />w/ (3) #4 EW <br />(1J <br />E <br />30"SQx20" DEEP FTG <br />F <br />36"SQx20" DEEP FTG <br />0 <br />w/ (4) #4 EW <br />_ <br />w/ (4) #4 EW <br />J <br />m <br />48"SQx24" DEEP FTG <br />#5 VERTICAL DOWEL TYP <br />w <br />G <br />wl (5) #4 EW, T&B <br />H_I <br />AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />Q <br />jj <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />X <br />z <br />w <br />(D <br />w <br />w <br />C) <br />(D <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 BYPRODUCT w <br />MANUFACTURER AND DR HORTON. U) <br />- w <br />z <br />co <br />Cn <br />w <br />z <br />z <br />w <br />0 <br />Of <br />J <br />ILL <br />z <br />O <br />F- <br />O <br />Cl- <br />O <br />U <br />Q <br />0 <br />w <br />O <br />J <br />LL <br />Q <br />z <br />J <br />O <br />z <br />U <br />w <br />F— <br />w <br />D_ <br />Q <br />x <br />m <br />0 <br />w <br />z <br />O <br />w <br />2E <br />z <br />U) <br />O <br />F— <br />,� LL <br />} <br />C� <br />SANITARY ISOMETRIC ° <br />J <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />wHIH019ON' <br />ABBOTT PARK <br />LOT 040-03 <br />PROJECT NO <br />2021.006629 <br />DRAWN: - --- - <br />KME <br />CHKD <br />MJP <br />,5�1N l,qo <br />/��� <br />No 85166 <br />--Doc Signed by: <br />-r. ('�� r <br />O'•, E DA'2S7EF43.. 44/ <br />-'1S j0 N A� -' . <br />05-18-2021 <br />REVISIONS: <br />No. Description Date <br />>(D <br />O <br />z <br />2 <br />U <br />w <br />F- <br />x <br />w <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />ST=2 <br />