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9 <br />70'-0" <br />1'-4" . 8'-0" L 1 59'-10" <br />FO UNDA MO N PIA N <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />(DO W EIS VARY PER EIEVA rH_O N ) <br />3'-0" III <br />eo <br />N <br />N M <br />I <br />J <br />_ 2020 V1.0 <br />GENERAL FOUNDATION NOTES: 0 <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. N _O <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE IS LO O <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND APEX <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. -� <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 <br />N U <br />PROCTOR MAXIMUM DRY DENSITY IT IS THE OWNER'S OR 1 X <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O N <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O <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 N <br />ARCHITECTURAL. PLANS FOR LOCATION OF SLIDING GLASS DOORS. co <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE —j , <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL V- <br />SECTIONS. <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL i J <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J t S <br />SHEET ST-2D. design studios > <br />Z <br />O <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 vi <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O <br />i 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX OO <br />AJ EDGE w/ (1) #4 CONT I_g� COLUMN, FTG TO BE N <br />PROJECTED MIN 6" AS SHOWN w <br />24"SQx20" DEEP FTG N <br />C 16"SQx12" DEEP FTG �� J w/ (3) #4 DoRsHOMON' <br />a) <br />30"SQx20" DEEP FTG r -) 36"SQx20" DEEP FTG, + <br />E w/ (4) #4 EW �F I w/ (4) #4 EW J <br />mApwl�of <br />48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP w <br />G- wi (5) #4 EW, T86 rH AS SHOWN, SEE MASONRY Q <br />NOTES ON ST-1 <br />-I 1 1/2" SLAB EXTENSION -� <br />--- AT FULL ROUGH (n <br />OPENING WIDTH U <br />Z <br />w <br />(D <br />w <br />w <br />O <br />O <br />O <br />LO <br />I- >111111 <br />L <br />Z VJ <br />co <br />W <br />U) 9 <br />w m �/ <br />U J z w <br />co Uj O c) <br />w <br />w Q z Q G <br />z a <br />im LV o <br />_j Lu <br />O <br />w W ti <br />_j x <br />wLL <br />0 0 i= <br />o <br />z <br />O a <br />U W <br />Q w <br />o � <br />Abbott Park Q <br />O <br />LOT 004-02-A o <br />H <br />z z <br />7, O PROJECT NO: W <br />rR \, ' _j 2020.001722 <br />UL <br />DRAWN: O U KG o <br />O <br />x <br />--� S 7 W tt� <br />CHKD: <br />X EAF <br />LA <br />q1v 4" <br />o 5 6 <br />Z <br />p� 771V Z O .9 <br />.. <br />7 ��,n\ 3 p:• S TE OF : ��� I <br />�F .4R��•••N.` Z <br />coo Z �'s`,5�0 N AI E�, <br />31 Z) <br />02-25-2020 0 <br />e7 �oFU U REVISIONS: W <br />U <br />Q No. Description Date w <br />(n J <br />Q <br />>- U <br />SA N Y A RY ISO M EIRIC o Z <br />z O <br />= o <br />U <br />w <br />I— <br />X <br />w ST=2 <br />0- <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />