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DocuSign Envelope ID: 422E4585-AB15-48C1-AF50-1025F7A8ADD7 <br />N <br />Q <br />1 <br />11-411 <br />8'-0" -- - <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />1 <br />3'-0" <br />70'-0" <br />O <br />zo <br />OD <br />N <br />2020 V1.0 <br />O <br />_ <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 />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE <br />� <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,00 0 psf, AND <br />APEX <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 />O <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 />O <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 />N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <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 INTERCHANGEABLE <br />LL <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />LLI <br />tds <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 />true design studios <br />z <br />O <br />Vj <br />FOUNDATION KEYNOTES: DC1 Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />❑8"x8" <br />A <br />DEEP THICKENED <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 />H <br />�C <br />16"SQx12" DEEP FTG <br />❑p <br />24"SQx20" DEEP FTG <br />#4 EW <br />CO <br />w/ (3) <br />F30"SQx20" <br />DEEP FTG <br />n <br />I 1 <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />m <br />G] 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 />11)f <br />NOTES ON ST-1 <br />Q <br />• <br />1 1/2" SLAB EXTENSION <br />Z) <br />I l <br />AT FULL ROUGH <br />C/) <br />OPENING WIDTH <br />} <br />z <br />W <br />W <br />W <br />O <br />O <br />O <br />"""NOTE TO CONTRACTOR— 0') <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN r' <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT U) <br />MANUFACTURER AND DR HORTON. Cn <br />_ W <br />co <br />W <br />W <br />z <br />z <br />W <br />Q <br />0 <br />LL <br />0 <br />O <br />cr <br />U <br />Q <br />0 <br />O <br />J <br />LL <br />a <br />z <br />11ACpe O <br />�1 J <br />z <br />U <br />W <br />F_ <br />x <br />W <br />(I <br />Q <br />xQ <br />5P� <br />TO ED <br />W <br />�N <br />o O <br />W <br />Q <br />U) <br />0 <br />O <br />f— <br />3IT ILL <br />U <br />} <br />C� <br />SANITARY ISOMETRIC - LH ° <br />O <br />z <br />U <br />W <br />H <br />x <br />W <br />a <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <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 />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />�n any electronic copy <br />III w <br />.I z � <br />w <br />Uj O cry <br />Q � � <br />Q <br />0 <br />LU <br />�j <br />W <br />aLjL <br />Abbott Park <br />LOT 010-04-1 B <br />PROJECT NO: <br />2021.012601 <br />DRAWN: <br />CD <br />CHKD: <br />MJP <br />� E �i <br />No 85166 <br />` * �• DocuSigned by: •• <br />i ' TFjA6PEACqW5._ <br />stitle 7O N AL Et,*.��. <br />11-01-2021 <br />REVISIONS: <br />No. I Description Date <br />ST=2 <br />N <br />0 <br />CW <br />G <br />ti <br />r <br />x <br />z <br />O <br />0 <br />W <br />z <br />a <br />LL <br />W <br />J <br />Q <br />U <br />W <br />0 <br />W <br />H <br />Q <br />0 <br />U) <br />W <br />0 <br />O <br />0 <br />O <br />W <br />J <br />Q <br />U <br />U) <br />U) <br />z_ <br />0 <br />U) <br />z <br />Q <br />W <br />W <br />W <br />J <br />Q <br />U <br />0 <br />z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERINGa <br />