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DocuSign Envelope ID: C997F1C9-A013-4A4D-97AC-2A469E61BFDA <br />2020 V1.0 <br />0 <br />M <br />M <br />N � <br />70'-0" <br />r 3'-0, r <br />8'-0" L 1 59'-10" U 0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <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 />EOR. 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-2D 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-2D. <br />O <br />O <br />N <br />LO <br />N <br />00 <br />4 <br />O <br />O <br />N <br />N <br />cM <br />J <br />LL <br />w <br />J <br />J <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />A <br />8"x8" DEEP THICKENED <br />B <br />❑ <br />12" DEEP FTG UNDER BOX <br />O <br />EDGE w/ (1) #4 CONT <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 />cn <br />w/ (3) #4 EW <br />`� <br />30"SQx20" DEEP FTG <br />f C 1 <br />LJ <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />m <br />r� <br />48"SQx24" DEEP FTG <br />�I ,, �l <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />� <br />w/ (5) #4 EW, T&B <br />a <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />� <br />z <br />w <br />(D <br />w <br />O <br />O <br />O <br />N ***NOTE TO CONTRACTOR*** <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />~ <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />Lo <br />ti <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />U) <br />i MANUFACTURER AND DR HORTON. <br />rn <br />N <br />�S <br />z <br />----- w <br />z <br />m <br />w <br />w <br />z <br />z <br />w <br />0 <br />0 <br />LL <br />z <br />O <br />O <br />a <br />ry <br />U <br />Q <br />O <br />J <br />LL <br />Q <br />U <br />z <br />til- <br />O <br />O <br />z <br />U <br />w <br />x <br />w <br />d <br />x <br />m <br />0 <br />z <br />O <br />w <br />Q <br />z <br />U) <br />0 <br />O <br />7,lop& V <br />LL <br />C� <br />SANITARY ISOMETRIC - RH ° J <br />O <br />z <br />2 <br />U <br />w <br />H <br />x <br />w <br />n <br />Q <br />v <br />L3' <br />APEX 0 <br />O <br />U <br />Ell <br />cl <br />4- <br />tds <br />true design studios >� <br />tm <br />Q <br />U) <br />� <br />LLw <br />J <br />O <br />LU <br />cLii <br />� <br />a <br />� <br />o <br />> m <br />o <br />Q <br />w <br />o <br />_ <br />w <br />W <br />0 w <br />w <br />c1" <br />x <br />LL <br />i� <kas e:; t, <br />.. ...— c `3i E.. is f f... ,...._..., _. <br />. _. <br />w <br />z Az <br />LL <br />w <br />Abbott Park <br />Q <br />U <br />U) <br />LOT 034-03 <br />0 <br />Q <br />z <br />(D <br />PROJECT NO: <br />w <br />2021.009228 <br />0 <br />LL <br />-- <br />-- O <br />DRAWN: <br />JAR <br />o <br />Lr) <br />CHKD: <br />MJP <br />c/) <br />n <br />f <br />% %5I AN/ <br />M LF �., <br />cn <br />z <br />No 85166 <br />.. DocuSigned by: <br />�• � <br />i T4�1DOE�EF435,:• tIJ Z. � <br />s %° N Ai ;E '1` <br />Q <br />07-28-2021 p <br />w <br />REVISIONS: <br />No. Description T 'Date ~ <br />w <br />I J <br />Q <br />I � <br />O <br />z <br />O <br />ST=2 <br />CMUIMETAL CONNECTOR ENGINEERING <br />