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DocuSign Envelope ID: 2E671803-6B42-4619-8D62-07520608B598 <br />2020 V1.0 <br />0 <br />0 <br />ALTERNATIVE <br />AC COND <br />LOCATION <br />r — — — 1 <br />I I <br />I I <br />I I <br />L — — — J <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <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 & 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-213. <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />❑A 8"x8" DEEP THICKENED <br />EDGE w/ (1) #4 CONT <br />K 16"SQx12" DEEP FTG <br />❑E 30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />G]48"SQx24" DEEP FTG <br />Lw/ (5) #4 EW, T&B <br />2"0 VENT <br />TO ROOF <br />I <br />I <br />I <br />n � I <br />❑B 12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />❑D 24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />❑F 36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />#5 VERTICAL DOWEL TYP �] <br />LJ AS SHOWN, SEE MASONRY <br />NOTES ON STA <br />2"0 VENT <br />�TO ROOF <br />rl-Iq o <br />ti <br />O ° <br />U APEX0 <br />U) U <br />W <br />z <br />U) ca <br />m <br />W I <br />W <br />z <br />0 <br />z t S <br />W <br />Q true design studios 4) <br />0 <br />W <br />O <br />1 9000 REGENCY SQUARE BLVD. N <br />LL" SUITE 100, JACKSONVILLE, FL 32211 c <br />904.821.5200 p <br />C <br />C <br />O <br />fl <br />a Q) <br />0 a) efloHOMON' <br />bow <br />U � <br />O <br />J <br />LL ..� <br />Q s <br />z_ N <br />C� <br />O <br />J <br />zThis item has been electronically <br />= signed and sealed by Justin M Lanier, <br />U PE on the date and/or time stamp <br />shown using a digital signature. <br />W Printed copies of this document are <br />F— not considered signed and sealed <br />X nd the signature must be verified <br />W y a 3rd Party Certificate Authority <br />n any electronic copy rn <br />Q LU V <br />� m W <br />� � L.L <br />0 = z W <br />W O t) <br />O <br />a - <br />w <br />Q <br />z d.l W 0 <br />o �" J W <br />F- W W Q <br />i= 00 W 0 <br />LL TMLL W <br />Q ti <br />U) <br />x <br />c� <br />o ° <br />W <br />z <br />= w <br />U ~ <br />z <br />Abbott Park a <br />KS-1 W W <br />a LOT 031-02 J <br />Q <br />U <br />w <br />PROJECT NO: I- <br />2021.011083 z <br />DRAWN: <br />KAS W <br />0 <br />CHKD: LL <br />MJP O <br />0 <br />0 <br />LO <br />,`�1ttt111tii111i U) <br />Jkll LA <br />i <br />*• <br />�o�tT�i��ed by. <br />s U)+• r <br />z <br />N Ai % 0 <br />09-17-2021 O <br />z <br />REVISIONS: _ < <br />No. Description Date C1 <br />W <br />W <br />— - w <br />2 <br />W <br />J <br />Q <br />U <br />F- <br />O <br />ST=2 O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />