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2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />----- Aw&\ <br />M <br />N <br />4 <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />70'-0" <br />59'-10" <br />F 30 <br />,A <br />00 <br />c <br />O <br />zo <br />17% <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND p <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. N O <br />cy <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE � APEX <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND C <br />i SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N U <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED ap <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 14 <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. p <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0') <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 N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. CO 00 <br />1 • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE — <br />j INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL ILL L <br />SECTIONS.tds -6 <br />j • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J <br />1 RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />SHEET ST-2D. true design studios <br />Z <br />O <br />U) <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p <br />A <br />8"x8" DEEP THICKENED <br />e� <br />12" DEEP FTG UNDER BOX <br />p <br />CA <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />i11 <br />C <br />16"SQx12" DEEP FTG <br />p <br />24"SQx20" DEEP FTG <br />DIRSHOMON <br />CNN <br />l <br />w/ (3) #4 EW <br />(� <br />DEEP FTG <br />�- <br />36"SQx20" DEEP FTG <br />� <br />� <br />t <br />.r30"SQx20" <br />$ <br />E-1 <br />w/ (4) #4 EW <br />I F� <br />w/ (4) #4 EW <br />i <br />co <br />�' <br />48"SQx24" DEEP FTG <br />CH� <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />W <br />w/ (5) #4 EW, T&B <br />w <br />NOTES ON ST-1 <br />Q <br />1 <br />1 1/2" SLAB EXTENSION <br />d <br />—' <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />*!0- <br />Z <br />W <br />W <br />Ix <br />O <br />O <br />O <br />0) <br />Nt <br />LO <br />ti <br />O V) <br />Z W <br />w <br />W <br />z J z LU <br />IYl <br />LLJ O Cl) <br />w <br />w Q <br />w Q z <br />> o <br />w w o <br />o Q J W � <br />L1J W ti <br />O <br />i X <br />Z � <br />LL <br />LL <br />O z <br />O <br />w <br />a0. z <br />O EL <br />U W <br />p W <br />Abbott Park Q <br />O U <br />J (n <br />u' LOT 007-01-A o <br />Q--- — — - w <br />U Q <br />z z <br />} U) <br />r 1 b�O PROJECT NO: w <br />n� JO 2020.001717 0 <br />Z O <br />-- — <br />DRAWN: U SLC o <br />wCHKD: _ � <br />EAF <br />x <br />w w <br />CL J <br />Q U <br />Q,0111 111111111 cA <br />�� �.• EN •'9 Z <br />i „ F' <br />516 <br />z_ <br />o <br />.�: <br />•'. ST E O F <br />LU <br />T \ Z issl0 N A ; <br />CD <br />O 02/25/2020 p <br />�= w <br />�� 1 f— <br />��� REVISIONS: <br />No. Description Date ~ <br />w <br />� J <br />>- U <br />SANITARY ISOMETRIC o °z <br />z - --- <br />a:O0 <br />U <br />w <br />1— <br />x <br />w ST=2 <br />a <br />('MIIIMFTAI f:()NNF(.TnR FNrINFFRINr. <br />5^ <br />