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DocuSign Envelope ID: 59E322ED-B805-4C40-9CBE-B6588D6B89B9 <br />I <br />2020 V1.0 <br />O <br />ih <br />v� <br />C-4 <br />70'-0" <br />V-4" . 8'-0" L - 1 59'-10" � 0" L <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />N <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 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-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-2D. <br />0 <br />O <br />O p <br />APEX <br />co <br />C3 tU <br />M <br />i f6 <br />N <br />ci co <br />LL 4- <br />W <br />tds <br />J � <br />true design studios <br />z <br />O <br />W <br />4.1 <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Cn <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />A <br />8"x8" DEEP THICKENED <br />B <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 />C❑ <br />16"SQx12" DEEP FTG <br />24"SQx20" DEEP FTG <br />toll <br />O- <br />w/ (3) #4 EW <br />W <br />� <br />30"SQx20" DEEP FTG <br />� <br />36"SQx20" DEEP FTG <br />J <br />a <br />AA <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />coLLI <br />AmeWa <br />DEEPFTG <br />TYP <br />AS SHOWN, S#5 VERTICALDEOE WEL MASONRY <br />w8 (5) #4 EW, T&B4"SQx24" <br />O <br />NOTES ON ST-1 <br />Q <br />❑1 <br />1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />} <br />N <br />U <br />z <br />W <br />0 <br />W <br />Of <br />O This item has been electronically <br />C:) signed and sealed by Justin M Lanier, <br />O PE on the date and/or time stamp <br />shown using a digital signature. <br />"'NOTE TO CONTRACTOR— <br />i <br />Printed copies of this document are <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />not considered signed and sealed <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />and the signature must be verified <br />>1111110by <br />a 3rd Party Certificate Authority <br />O <br />— <br />�n any electronic copy I /1 <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />z <br />W <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />W <br />_ <br />z <br />W LL <br />J z LU <br />m <br />W O cn <br />LLJ <br />W 0 <br />Q O <br />z � <br />0 <br />W <br />z o <br />W W w <br />o Q J � <br />W W <br />O <br />J X <br />LL � LL � <br />z O ZO <br />Q 0 <br />Q.' W <br />O I-_ <br />d z <br />O W <br />U LL <br />p W <br />Abbott Park Q <br />O U <br />_j U) <br />Q LOT 035-02 0 <br />U Q <br />z_ z <br />(� Cn <br />kii O PROJECT NO: W <br />J 2021.011081 0 <br />O LL <br />z DRAWN: O <br />U KAS o <br />W L0 <br />CHKD: <br />MJP <br />X <br />W W <br />Q U <br />Q,trrrtritrrrr� cn <br />O <br />No 85166 <br />W <br />Q <br />z .. DocuSigned by: •; 'k N <br />.� • *-. Mate+ 0 <br />i '7 A(}�35-.; <br />W .00% 40 <br />Z <br />cn �,�rrnnrtrrr�� <br />O 09-17-2021 p <br />I— W <br />����� U co <br />REVISIONS: <br />LL r <br />Q No. Description Date W <br />U) J <br />Q <br />� U <br />(D U) <br />SANITARY ISOMETRIC - RH ° o <br />O z <br />z O <br />= o <br />U <br />W <br />I— <br />X ST=2 <br />W <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />