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2020 V1.0 <br />CV <br />ti <br />I I <br />I I <br />I I <br />L _ _ — J <br />ALTERNATIVE <br />AC COND <br />LOCATION <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />KS-1 <br />2" 0 VENT <br />TO ROOF <br />I <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 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 />Al8"x8" DEEP THICKENED <br />EDGE w/ (1) #4 CONT <br />❑C 16"SQx12" DEEP FTG <br />❑30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />48"SQx24" DEEP FTG <br />w/ (5) #4 EW, T&B <br />I _2" O VENT <br />I TO ROOF <br />0 11 <br />❑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 />❑36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />#5 VERTICAL DOWEL TYP <br />❑ AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />d- <br />LO <br />O <br />z <br />0 APEX <br />L7 <br />W <br />z_ <br />L7 <br />m <br />0� <br />W Adakh, AdOMb <br />Z <br />Z tdb <br />W <br />< true design studios <br />ry <br />O <br />JL L9000 REGENCY SQUARE BLVD. <br />z SUITE 100, JACKSONVILLE, FL 32211 <br />z 904.821.5200 <br />H <br />O 01,10MON' <br />'No \ a0 <br />aa <br />11 1\1 <br />4 <br />% <br />aa�� a�r� 0 � <br />I All fitz, <br />V111111 11KC-N,"ll <br />IN <br />IL <br />Q <br />U <br />z <br />C� <br />O <br />J <br />O <br />2 <br />U <br />W <br />H <br />X <br />w <br />mi <br />rn <br />X <br />Q <br />MM <br />W <br />LL] <br />m <br />Z <br />ry <br />W <br />w <br />3: <br />a <br />O <br />- <br />U) <br />w <br />z <br />= <br />Q <br />� <br />O <br />WD <br />p <br />U) <br />0 <br />_j <br />LLJ <br />W <br />w <br />0 <br />LL <br />LL <br />o . . <br />V <br />\. ..5 .....,,.. i4oie 3 ....._ . <br />O <br />_.. co <br />z <br />2 <br />U <br />LU <br />Abbott Park <br />X <br />w <br />a <br />LOT 033-03 <br />PROJECT NO <br />2021.009240 <br />DRAWN: <br />CD <br />CHKD: <br />MJP <br />07-28-2021 <br />REVISIONS: <br />No. Description Date <br />ST=2 <br />>N <br />Q <br />cw <br />G <br />_x <br />r <br />r <br />O <br />0 <br />LIJ <br />— <br />z <br />LL <br />w <br />J <br />U <br />U) <br />0 <br />W <br />H <br />z <br />(D <br />U) <br />w <br />0 <br />LL <br />O <br />0 <br />0 <br />L0 <br />U) <br />LLI <br />J <br />Q <br />U) <br />U) <br />Z <br />Q <br />0 <br />U) <br />(D <br />z <br />0 <br />w <br />U) <br />Lu <br />T_ <br />w <br />Q <br />U <br />Cn <br />I— <br />O <br />z <br />O <br />0 <br />�A®RIIA�RIAA�IA®!�1 ��'ll�■�eA�l <br />CMU/METAL CONNECTOR ENGINEERING <br />