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DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 <br />ch <br />N <br />ALTERNATIVE <br />AC COND <br />LOCATION <br />r----i <br />I I <br />I I <br />I I <br />L — — — J <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <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-2D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 517). <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 />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Ej Wx8L" DEEP THICKENED BI 12" DEEP FTG UNDER BOX <br />I EDGE w/ (1) #4 CONT COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />❑C <br />16"SQx12" DEEP FTG <br />❑ <br />24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />� <br />30"SQx20" DEEP FTG <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />48"SQx24" DEEP FTG <br />" <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />I <br />w/ (5) #4 EW, T&B <br />NOTES ON ST-1 <br />2"0 VENT <br />TO ROOF <br />I <br />I <br />2"0 VENT <br />�TO ROOF <br />I I <br />1 <br />ti <br />LO <br />h <br />O <br />W <br />z <br />C0 <br />W <br />W <br />z <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 />U <br />O <br />LL_ <br />z <br />} <br />0 <br />O <br />J <br />O <br />z <br />U <br />W <br />W <br />X <br />0}0 <br />0 <br />z <br />O <br />W <br />U) <br />O <br />i- <br />U <br />LL <br />} <br />0 <br />O <br />O <br />z <br />U <br />W <br />F— <br />X <br />W <br />d <br />APEX <br />,,iIl0^:**, <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 <br />O <br />C <br />.6 <br />N <br />C <br />s�► / <br />1 <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 />hand the signature must be verified <br />■by a 3rd Party Certificate Authority <br />n any electronic copy U) <br />W Lu <br />0 <br />W <br />Z <br />LU <br />OF <br />Q O <br />qj* <br />w <br />v <br />� <br />J <br />W <br />Uj <br />Uj <br />r <br />Lj_ <br />PROJECT NO: <br />DRAWN: <br />------ ----- <br />CHKD: <br />Abbott Park <br />LOT 027-03-1 B <br />2021.012596 <br />CD <br />MJP <br />�'•�� E SF•R <br />No 85166 <br />Doc*Slgned by: <br />.•�. ,= . <br />J' EATE OF3F46710ACDEF43y 44/; <br />I� <br />,41'9/ONA 'a %% <br />111118111110t11-01-2021 <br />REVISIONS: <br />No.I Description � Date <br />ST=2 <br />0 <br />W <br />ti <br />X <br />z <br />O <br />0 <br />W <br />F— <br />z_ <br />LL <br />W <br />J <br />U <br />G7 <br />0 <br />W <br />F— <br />¢ <br />W <br />0 <br />LL <br />O <br />0 <br />0 <br />W <br />J <br />U <br />V <br />z <br />0 <br />U) <br />0 <br />z <br />0 <br />W <br />W <br />W <br />.J <br />U <br />U) <br />F— <br />O <br />z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />