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DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 <br />2020 V1.0 <br />0 <br />M <br />N <br />70'-0" <br />L1'-4" � 8'-0" 1 59'-10" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />70'-0" <br />ao <br />N <br />M. <br />0 <br />N <br />C9 <br />v <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 INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <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 />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />n 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX <br />L� EDGE w/ (1) #4 CONT COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />❑ <br />16"SQx12" DEEP FTG <br />E <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />❑48"SQx24" <br />DEEP FTG <br />w/ (5) #4 EW, T&B <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />D 24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />F 36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />#5 VERTICAL DOWEL TYP <br />❑ AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />***NOTE TO CONTRACTOR*** <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <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 />z <br />w <br />O <br />O <br />N <br />LO <br />N <br />00 <br />4 <br />O <br />N <br />N <br />cY) <br />J <br />LL <br />W <br />.J <br />J <br />z <br />0 <br />07 <br />Y <br />Q <br />O <br />_o <br />W <br />H_ <br />Z) <br />L7 <br />J <br />m <br />W <br />Q <br />U <br />z <br />W <br />0 <br />W <br />ry <br />O <br />O <br />O <br />G) <br />0 <br />co <br />W <br />z_ <br />U) <br />m <br />W <br />W <br />z <br />z <br />W <br />fy- <br />0 <br />J <br />LL <br />z <br />0 <br />H <br />Q <br />0 <br />a <br />0 <br />Q <br />O <br />J <br />LL <br />Q <br />U <br />z <br />CD <br />0 <br />_I <br />0 <br />z <br />U <br />W <br />I— <br />x <br />W <br />Q_ <br />Q <br />0}0 <br />0 <br />LLI <br />0 <br />W <br />a <br />z <br />U) <br />0 <br />H <br />7]OF� P: <br />LL <br />Q <br />07 <br />C� <br />SANITARY ISOMETRIC - RH ° <br />0 <br />z <br />U <br />W <br />I— <br />X <br />W <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />tdb <br />true design studlos; <br />N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />Q <br />4- <br />11HOMN' <br />�5 <br />A <br />1 <br />`1 <br />e <br />`fie ` <br />j<. <br />e� :.` .201 'a��\\ <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />>=not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />Qon any electronic copy I _ <br />W/1 <br />Uj <br />Z � <br />Lu <br />Uj O U) <br />Q <br />O <br />m 0 <br />Q <br />W <br />0 <br />J <br />0 Lu WN <br />� <br />L.1— <br />X <br />LL <br />� <br />Q <br />z <br />0 <br />0 <br />W <br />z <br />a_ <br />LL <br />Abbott Park <br />W <br />J <br />U <br />LOT 021-03-1 B <br />0 <br />W <br />Z <br />(D <br />PROJECT NO: <br />co <br />W <br />0 <br />2021.014960 <br />LL <br />0 <br />DRAWN: <br />KME <br />0 <br />CHKD: <br />MJP <br />L0 <br />U) <br />W <br />J <br />Q <br />U <br />M LAIC/, <br />cn <br />�•.��GEN' ��•� <br />Z <br />N,60PAIAd bye <br />Q <br />13 STATE OF �441 <br />;,0. 3F4671DACDU <br />() <br />•, F••.,< O R,o.�� �• <br />z <br />�0 N A� <br />Q <br />12-29-2021 <br />0 <br />W <br />REVISIONS: <br />No. <br />Description Date <br />w <br />J <br />Q <br />_ <br />U <br />I- <br />0 <br />z <br />0 <br />n <br />ST=2 <br />