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DocuSign Envelope ID: 522DF995-5B8E-4C88-9CF2-A496CE6AE6C0 <br />2020 V1.0 <br />4 <br />ih <br />VERIFY AC CONI <br />LOCATION W/ <br />SITE PLAN <br />FOUNDATION PLAN <br />1/4" = 1'4' WHEN PRINTED ON 22"04" <br />70'-0" <br />r 31-0"r <br />VERIFY AC COND <br />q LOCATION W/ <br />5 co SITE PLAN <br />SIM 9" CURB <br />T-2.D o <br />1 <br />�S <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND <br />O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />O <br />EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <br />u? <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 />ap <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />4 <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 />�- <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />`- <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-21) FOR INTERCHANGEABLE <br />u- <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />Ld <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 />5; <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />-� <br />THICKENED <br />" <br />EEP FTG UNDER BOX <br />p <br />EDGEDEEP w/ (1) #4 CONT <br />I <br />COLDUMN, FTG TO E <br />PROJECTED MIN 6" AS SHOWN <br />W <br />H <br />C� <br />16"SQx12" DEEP FTG <br />n <br />_ <br />24"SQx20" DEEP FTG <br />(n <br />I I <br />w/ (3) #4 EW <br />-� <br />�J <br />30"SQx20" DEEP FTG <br />(� <br />I ' I <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />00 <br />UG <br />48"SQx24" DEEP FTG <br />H <br />n <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 />�- 11 <br />1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />T <br />W <br />0 <br />W <br />fY <br />O <br />O <br />O <br />a) <br />***NOTE TO CONTRACTOR*** <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />r-L <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />u <br />ti <br />ri <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />-- - - W <br />U) <br />00 <br />Ir <br />W <br />W <br />z <br />z <br />W <br />0 <br />W <br />O <br />LL <br />O <br />H <br />O <br />a <br />O <br />U <br />Q <br />0 <br />O <br />J <br />LL <br />U <br />z <br />z <br />} <br />IV_ O <br />J <br />z <br />U <br />W <br />x <br />W <br />a <br />Q <br />00 <br />W <br />z <br />O <br />W <br />a <br />O <br />,,> I— <br />oc� U <br />LL <br />U) <br />} <br />0 <br />SANITARY ISOMETRIC - RH ° <br />O <br />z <br />U <br />W <br />I— <br />X <br />W <br />a <br />E <br />o <br />U <br />a <br />APEX O <br />ttf <br />t S <br />true design studios N <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 />>Mof considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />n any electronic copy' v / <br />W <br />W <br />z � <br />w <br />Uj O c� <br />Q � � <br />Q <br />> <br />O <br />m <br />w <br />Q <br />o <br />J <br />w <br />w <br />W <br />w <br />x <br />Q <br />LL <br />z <br />0 <br />w <br />z <br />IY <br />IL <br />W <br />Abbott Park <br />W <br />J <br />U <br />LOT 025-03-1 B <br />o <br />w <br />Z <br />0 <br />PROJECT NO: <br />W <br />0 <br />2021.012594 <br />LL <br />O <br />DRAWN: <br />CD <br />o <br />CHKD: <br />L0 <br />MJP <br />U) <br />w <br />U <br />%LA NI, <br />Js;1 E <br />' <br />z <br />No 85166 <br />DocuSigned <br />� � <br />i �$71Q"EF43,^. <br />1 <br />vi <br />11-01-2021 <br />p <br />W <br />REVISIONS: <br />LLI <br />- <br />- -- - <br />No. Description Date <br />I — <br />W <br />_I <br />Q <br />U <br />(n <br />O <br />z <br />O <br />0 <br />ST=2 <br />CMUIMETAL CONNECTOR ENGINEERINGa <br />