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2019 V3.0 <br />GENERAL FOUNDATION NOTES: <br />65'-0" <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />■■-------- ■ ■ ■ ■ ■ ■ ■ ■ ■_ ■ ■ ■ <br />■ r — — — — — — — — — — — — — — — — — — — — — — — — —1 — — — — — — — — — — — — — — — — — — — --I —.—..— .- — — — — — — — — — — — — — — <br />■ I o - � <br />g I 1 <br />N <br />I ST-211) N " ------1----------- <br />QI--- <br />co <br />1 I <br />1 N I <br />I � ST-2D 1 _ <br />i14l I <br />Y 11/2"— I ST-2D OPT i <br />LP <br />I <br />I I Oo r-—--- - - - --� <br />U_ <br />ao I I cn 0� , - I ■ ,,, I ■ ■ - <br />A I w o I SLIP A <br />I3'4" 2'-8'1 <br />I <br />I I 2'-8 1/2" - _ - _ - _ _ 14'-0 1 OPT <br />- - _ ( ST 2D T- I I I <br />_ _ - TBLE4 <br />- - - - - - _ _ <br />I I■ <br />LX <br />4 5 71 <br />ST-2D ST-213 <br />---r -�co N <br />■ I_ 5'-11/2"- -4=6------11'-8"------i 1 4 <br />I I ST-2D <br />I I I <br />I <br />I I I <br />1 <br />_ ........... <br />C ■ i <br />,N UNDER DOOR <br />1 I I I SLP A <br />I 24'-5 1/2" 5'-0 1/2" JII T-6" 21 All 20'-8" <br />I I I I <br />I <br />ST-2D c�I <br />■ I 1 I �.. I I ST-2D FE <br />I H ST-2D <br />o I ■ <br />f) I I I ■ <br />_ <br />1 <br />VERIFY AC COND 5 <br />LOCATION W/ SIM 9" CURB ST-2D <br />SITE PLAN 60'-0" 2'-8" 2'4' <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />v <br />C9 <br />Y co <br />r <br />� o <br />O <br />N <br />CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. <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 />O <br />O <br />N <br />N <br />O <br />0 <br />O <br />N <br />N <br />M <br />J <br />LL <br />LU <br />J <br />J <br />Z <br />O <br />APEX <br />tds <br />Q <br />true design studios <br />vi <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 3 <br />A <br />8"x8" DEEP THICKENED <br />B <br />12" DEEP FTG UNDER BOX <br />O <br />O <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />V_ <br />PROJECTED MIN 6" AS SHOWN <br />w <br />I— <br />�C <br />16"SQx12" DEEP FTG <br />K <br />24Qx FTG <br />w/ (3EWEEP <br />30"SQx20" DEEP FTG <br />EE <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />m <br />❑G <br />48"SQx24" DEEP FTG <br />H <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 />❑1 <br />1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />(n <br />OPENING WIDTH <br />} <br />2"0 VENT <br />TO EXT <br />I <br />I <br />I <br />I <br />%A,.• 4 I <br />SAN ISO - LH <br />Z <br />w <br />(D <br />w <br />O <br />O <br />O <br />0 <br />ti <br />LO <br />ti <br />Z <br />fn <br />U <br />w <br />Z <br />co <br />w <br />w <br />Z <br />Z <br />w <br />Q <br />0 <br />2"0 VENT <br />TO EXT O <br />J <br />LL <br />I <br />I O <br />I Q <br />I � <br />d <br />O <br />U <br />Q <br />O <br />LL <br />Q <br />z <br />C� <br />O <br />J <br />Z <br />U <br />w <br />I- <br />w <br />CL <br />X <br />m <br />0 <br />O <br />LU <br />0 <br />I= <br />U <br />LL <br />Q <br />VI\ I V LIY I I V VVIYIYLV I <br />ABOVE THE CENTER LINE OF U <br />THE HORIZONTAL DRAIN PIPE O <br />J <br />O <br />Z <br />2 <br />w <br />I- <br />X <br />w <br />a <br />P� <br />o <br />U) <br />� <br />mw <br />LL <br />Zw <br />V <br />O <br />Q <br />w <br />0 <br />W <br />V <br />w <br />LU LU <br />w <br />2 <br />x <br />Q <br />LL <br />z <br />O <br />0 <br />I- <br />a <br />LL <br />w <br />Abbott Park Q <br />rA <br />LOT 002-01-A p <br />LU <br />Q <br />0 <br />PROJECT NO: <br />w <br />0 <br />2019.007594 <br />LL <br />O <br />DRAWN: <br />LDG <br />o <br />CHKD: <br />L0 <br />EAF U) <br />n <br />t <br />i <br />cn <br />SIN N LAN �. <br />�. 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