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)ocuSign Envelope ID: 7C5C5FB1-D78D-40C6-B192-57A8C846EB42 <br />cc, n', <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />KS-1 <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-21D 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-21D. <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 />❑C 16"SQx12" DEEP FTG <br />❑E 30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />48"SQx24" DEEP FTG <br />w/ (5) #4 EW, T&B <br />�2"0 VENT <br />TO ROOF <br />I <br />I <br />I <br />I <br />2"0 VENT I <br />TO ROOF I <br />I <br />I I <br />I 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 />0 AS SHOWN, SEE MASONRY <br />NOTES ON STA <br />ti > <br />a <br />O O <br />APEX <br />� U <br />W <br />z v <br />m <br />fY <br />W <br />w Q <br />z <br />(D _c t S W .Q <br />Q true design studios j <br />1 <br />O <br />J 9000 REGENCY SQUARE BLVD. <br />L SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 p <br />Q � <br />O CT <br />0 11HOMON' (1) <br />U 3 <br />E <br />O <br />J <br />IL :gj <br />U <br />z <br />C� <br />O <br />J <br />O <br />z <br />U <br />w <br />I_ <br />LU <br />W <br />Q <br />W <br />� <br />X <br />� <br />� <br />MM <br />W <br />w <br />m <br />0 <br />Z <br />w <br />W <br />O <br />cn <br />O <br />w <br />Q <br />O <br />z <br />LU <br />o <br />V <br />J <br />w <br />LjJ <br />I­_0 <br />W <br />0 <br />ILL <br />r <br />ti <br />C� <br />O <br />z <br />O <br />O <br />z <br />0 <br />W <br />= <br />U <br />~ <br />z <br />Iw- <br />ABBOTT PARK a <br />w <br />u- <br />Q <br />LOT 019-02 w <br />Q <br />U <br />cn <br />0 <br />w <br />PROJECT NO. I- <br />2021.006637 z <br />(D <br />DRAWN: <br />KME w <br />0 <br />CHKD: U_ <br />MJP O <br />0 <br />0 <br />u7 <br />,`�►►►►►► a �rrrrr�� (n <br />LA/jj� w <br />�••�'�G E NS�.;9 a <br />U <br />No 85166 c/) <br />.. <br />* •L4T6gDAQf,435 <br />DoeySipnedby: • * � rn <br />z� <br />.,. <br />�V <br />tiS 1O N A� "�%%% 0 <br />05-18-2021 O <br />z <br />REVISIONS: <br />No. Description Date 0 <br />w <br />w <br />I- <br />w <br />Q <br />U <br />H <br />O <br />ST=2 z <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />