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DocuSign Envelope ID: 9ED12F2D-B41C-4448-BA56-5E8CEB9C3CDC <br />M <br />Id <br />M <br />O <br />M <br />1'-4" <br />I <br />70'-0" <br />59'-10" <br />3 <br />_ 70'-0° <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />O <br />b <br />N <br />LULU V1.L <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-2D FOR ALTERNATE STEMWALL <br />SECTIONS. <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 />1 <br />E <br />0 <br />O <br />O <br />O <br />N <br />APEX <br />N <br />co <br />C? <br />W <br />4lr< <br />CD <br />O <br />Ct <br />1 <br />N <br />N <br />co <br />z <br />J <br />LL <br />W <br />t S <br />J <br />true design studios <br />(D <br />Z <br />O <br />f^ <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 />A❑ <br />8"x8" DEEP THICKENED <br />❑B <br />12" DEEP FTG UNDER BOX <br />OO <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />W <br />I— <br />C <br />16"SQx12" DEEP FTG <br />❑ <br />24"SQx20" DEEP FTG <br />Z) <br />(n <br />w/ (3) #4 EW <br />J <br />30"SQx20" DEEP FTG <br />36"SQx20" DEEP FTG <br />0 <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />m <br />❑G <br />48"SQx24" DEEP FTG <br />H <br />❑ <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />W <br />w/ (5) #4 EW, T&B <br />0� <br />NOTES ON ST-1 <br />Q <br />❑ <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />(;n <br />OPENING WIDTH <br />Z <br />W <br />(D <br />W <br />w <br />O <br />O <br />O <br />***NOTE TO CONTRACTOR*** <br />� <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />~ <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />U-) <br />I` <br />z <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />U) <br />MANUFACTURER AND DR HORTON. <br />(f) <br />W <br />U) <br />0� <br />W <br />W <br />z <br />z <br />W <br />0 <br />0 <br />J <br />LL <br />z <br />O <br />Q <br />O <br />of <br />U <br />Q <br />0 <br />W <br />O <br />J <br />LL <br />Q <br />U <br />❑Z Z <br />J <br />O <br />Z <br />w <br />x <br />W <br />0- <br />Q <br />x <br />o}o <br />W <br />O <br />LU <br />rn <br />O <br />H <br />U <br />LL <br />U) <br />C� <br />SANITARY ISOMETRIC - LH ° <br />J <br />O <br />Z <br />2 <br />U <br />W <br />x <br />W <br />a_ <br />UaRiUMON � <br />a r <br />0 <br />N <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 />a 3rd Party Certificate Authority <br />>.by <br />on any electronic copy <br />Co w <br />J z � <br />O w <br />W _ U) <br />Q O <br />> o <br />m w <br />w <br />w � <br />X <br />aLL <br />z <br />O <br />0 <br />W <br />I- <br />z <br />LL <br />W <br />Abbott Park -' <br />Q <br />U <br />LOT 037-03 0 <br />W <br />Q <br />CD <br />U) <br />PROJECT NO: LU <br />2021.009231 0 <br />LL <br />O <br />DRAWN: <br />JAR o <br />0 <br />CHKD: LO <br />MJP C/) <br />W <br />J <br />Q <br />U <br />cA <br />�5-(IN LA/+✓�� <br />No 85166 <br />* ocuSigned by: * amQ <br />`� LD <br />i�4�71DGF_F43Cr._444/ Z. <br />All [�•��', V <br />.,� �s • OR 0) • G� ` Z <br />07-28-2021 Q <br />W <br />REVISIONS: <br />No. Description Date ~ <br />W <br />J <br />Q <br />U <br />U) <br />0 <br />Z <br />O <br />0 <br />ST=2 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />