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DocuSign Envelope ID: 09989F2D-5C7A-404E-8991-AC81115DFD85 <br />2020 V1.0 <br />M <br />N <br />O <br />M <br />1-4„ <br />[3l <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />70'-0" <br />59'-10" <br />7U-0" / <br />oD <br />f <br />w <br />v <br />i? <br />N <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 LINO. <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-21D 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-21D. <br />O <br />O <br />N <br />LO <br />CV <br />00 <br />O <br />O� <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J_ <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />(1) THICKENED <br />�_B� <br />12" DEEP FTG UNDER BOX <br />p <br />EDGEDEEP <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />W <br />H <br />❑C <br />16"SQx12" DEEP FTG <br />❑pJ <br />24"SQx20" DEEP FTG <br />U) <br />J <br />w/ (3) #4 EW <br />❑30"SQx20" <br />DEEP FTG <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />m <br />G <br />48"SQx24" DEEP FTG <br />H <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />W <br />w/ (5) #4 EW, T&B <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 />***NOTE TO CONTRACTOR*** <br />O <br />CP <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ti <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />tLo <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 />co <br />MANUFACTURER AND DR HORTON. <br />U) <br />W <br />z_ <br />U) <br />D <br />m <br />W <br />W <br />0 <br />Z <br />W <br />O <br />J <br />LL <br />z <br />O <br />F— <br />O <br />a <br />O <br />0 <br />Q <br />0 <br />O <br />J <br />LL <br />Q <br />U <br />Z <br />/ 1 <br />O <br />z <br />_ <br />U <br />W <br />X <br />W <br />W <br />�d Q <br />Q <br />TO 4 m <br />4s <br />❑ Z <br />o�.N O <br />W <br />Q <br />z <br />U) <br />O <br />U <br />LL <br />U) <br />(D <br />SANITARY ISOMETRIC - LH ° J <br />O <br />z <br />U <br />W <br />I— <br />X <br />W <br />W <br />E <br />0 <br />0 <br />>N <br />0 <br />� •cn <br />+ _ a)'0 L_ <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 U) <br />� L' L1 <br />Z W <br />W <br />ULJ O U) <br />C) 2E <br />U <br />m <br />W <br />� <br />0 <br />W <br />LU <br />QLL <br />Abbott Park <br />LOT 034-01 <br />PROJECT NO: <br />2021.011080 <br />DRAWN: <br />KME <br />CHKD <br />AM <br />. G�E�N s ' • R <br />No 85166 '. <br />DocuSigned by: <br />i • 4�7L=DAq3r435... 41 ZZ <br />i <br />. <br />N A L <br />111111110 <br />09/16/2021 <br />REVISIONS: <br />No. Description Date <br />i <br />I <br />ST=2 <br />N <br />04 <br />0 <br />G <br />X <br />Z <br />O <br />0 <br />W <br />I- <br />z <br />ILL <br />W <br />J <br />Q <br />U <br />U) <br />0 <br />W <br />Q <br />z <br />U) <br />W <br />0 <br />LL <br />0 <br />0 <br />U) <br />W <br />J <br />Q <br />0 <br />U) <br />U) <br />Z_ <br />U) <br />Z <br />Q <br />0 <br />W <br />U) <br />W <br />_ <br />I- <br />W <br />J <br />Q <br />U <br />0 <br />z <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />