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)ocuSign Envelope ID: 1BDD5328-B4AB-4280-B48D-168BA2932131 <br />2020 V1.0 <br />r,r,,_n,, <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 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 />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />❑8"x8" DEEP THICKENED f� 12" DEEP FTG UNDER BOX <br />A EDGE w/ (1) #4 CONT U COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />16"SQx12" DEEP FTG <br />❑D <br />24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />(� <br />L ` 1 <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />r:F <br />36"SQx20" DEEP FTG <br />w/ (4) #4 FW <br />(� 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP <br />I- -I w/ (5) #4 EW, T&B �_ AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />213VENT_/1. <br />TO ROOF <br />I <br />I <br />2"0 VENT <br />TO ROOF <br />I I <br />I- <br />It <br />LO <br />i­ <br />O <br />co <br />co <br />W <br />z <br />U) <br />m <br />w <br />W <br />W <br />_z <br />0 <br />z <br />W <br />Q <br />O <br />J <br />U_ <br />z <br />O <br />H <br />O <br />a- <br />O <br />U <br />0 <br />O <br />LL <br />Q <br />U <br />z <br />} <br />0 <br />O <br />O <br />z <br />U <br />LU <br />I— <br />x <br />W <br />Iz <br />x <br />m <br />0 <br />z <br />O <br />W <br />Q <br />z <br />C) <br />0 <br />f— <br />I— <br />U_ <br />Q <br />U) <br />V <br />O <br />J <br />O <br />z <br />2 <br />U <br />W <br />I— <br />x <br />W <br />a <br />Q <br />KS-1 <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 <br />J <br />W <br />co <br />w <br />0 <br />� <br />O <br />cwn <br />J <br />Q <br />� <br />O <br />149t <br />w <br />� <br />� <br />iJ <br />w <br />III <br />OO W _Q <br />LLJ <br />r �-�- 2 <br />x <br />r <br />z <br />O <br />0 <br />W <br />H <br />z <br />ABBOTT PARK w <br />a- <br />- U_ <br />LOT 039-03 W <br />U <br />cn <br />0 <br />W <br />PROJECT NO. <br />2021.006638 z <br />CD <br />DRAWN: 70 <br />KME LU <br />-- 0 <br />CHKD: MJ P U_ <br />O <br />O <br />O <br />LO <br />`011111111101'r <br />N%% i M LAN 'i. W <br />G <br />U <br />No 85166 U) <br />* • D cuSigned by: • * r^ <br />• <br />O ••• F 71 DEF4 5.L., . <br />05-18-2021 O <br />z <br />REVISIONS: <br />No. Description Date <br />- W <br />U) <br />W <br />J <br />Q <br />U <br />H <br />O <br />ST=2 0 <br />CMU/METAL CONNECTOR ENGINEERING <br />