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)ocuSign Envelope ID: 4DC65388-9FD7-497B-840E-441DCF60BF46 <br />V1. <br />GENERAL FOUNDATION NOTES: <br />N <br />0 <br />M <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />7n=_n== <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 />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />04 <br />LO <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 />C) <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 />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />04 <br />04 <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />04 <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-2D FOR ALTERNATE STEMWALL <br />LL <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 />FOUNDATION KEYNOTES: DC1 <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />-� <br />8"x8" DEEP THICKENED <br />((�� <br />12" DEEP FTG UNDER BOX <br />p <br />T_ <br />r <br />U <br />EDGE w/ (1) #4 CONT <br />u <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />W <br />❑C❑ <br />16"SQx12" DEEP FTG <br />❑D <br />24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />I ` <br />30"SQx20" DEEP FTG <br />36"SQx20" DEEP FTG <br />j <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />co <br />G <br />48"SQx24" DEEP FTG <br />H <br />❑ <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w <br />w/ (5) #4 EW, T&B <br />w <br />NOTES ON ST-1 <br />Q <br />❑1 <br />1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />} <br />U <br />z <br />W <br />C� <br />W <br />O <br />O <br />O <br />***NOTE TO CONTRACTOR*** 07 <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN ~ <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET ti <br />z <br />G7 <br />G7 <br />W <br />z <br />co <br />of <br />w <br />w <br />z <br />z <br />w <br />Q <br />Of <br />O <br />LL <br />Z <br />O <br />i= <br />O <br />a <br />0 <br />U <br />Q <br />0 <br />O <br />J <br />LL <br />Q <br />z <br />J <br />O <br />Z <br />U <br />w <br />I— <br />x <br />w <br />a- <br />d Q <br />1 Q <br />00 <br />❑'�51 0 <br />z <br />0 <br />w <br />Q <br />U) <br />O <br />1= <br />ILL <br />} <br />C� <br />SANITARY ISOMETRIC ° <br />J <br />O <br />Z <br />2 <br />U <br />W <br />I— <br />x <br />W <br />a. <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />APEX <br />tds <br />true design studios >a) <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />m <br />W <br />J <br />O <br />LLJ <br />U) <br />0 <br />a <br />o <br />m <br />> o <br />w <br />Q <br />0 <br />J w <br />w <br />W <br />� <br />w � <br />I• <br />x <br />Q <br />L <br />z Z <br />0 <br />w <br />z <br />a <br />ILL <br />w <br />Abbott Park J <br />U <br />LOT 012-01 0 <br />w <br />z <br />PROJECT NO: <br />W <br />0 <br />2021.003457 <br />LL <br />O <br />DRAWN: <br />LDG <br />o <br />CHKD: <br />Lid <br />MJP <br />U) <br />w <br />J <br />Q <br />U <br />1l111���,,� <br />IN LA Nj� ,e <br />� <br />*cBSlgl�iedy. <br />5 <br />cpo�, <br />'�ATE OF'341 <br />4351 <br />0 N A; <br />Q <br />03-19-2021 <br />p <br />w <br />REVISIONS: <br />No. <br />Description <br />Date <br />I' <br />w <br />J <br />Q <br />U <br />0 <br />Z <br />O <br />0 <br />ST=2 <br />