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DocuSign Envelope ID: FC1A8297-BD99-4D7E-BDDF-B7BADABCD430 <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />c <br />r <br />7n'-n,, <br />3'-0" ,. <br />_ <br />VERIFY <br />AC COND <br />LOCATION W/ <br />SITE PLAN <br />SIM 9"CURB <br />T-2.D <br />i <br />o <br />- — — — — — — <br />— — — — — — — — — — — — — <br />— — — <br />— — — — -—.._...`— — — — — — — — — — — — — — <br />— — — — — — — <br />— — — — — <br />— — — — — — — <br />— — — <br />— — — — — — — — — <br />— — — — — <br />- <br />co <br />� <br />— - - <br />4 <br />5 <br />T-2.11) <br />I■ <br />■ <br />00 <br />i <br />`" <br />T-0" ,-0' <br />I <br />T-2.113 <br />I I <br />1 <br />- <br />1 <br />VERIFY AC COND <br />■ I <br />29'-6" <br />5'-0" <br />14'-0" <br />1 <br />LOCATION W/ <br />SITE PLAN <br />01, <br />I <br />I T-2.D <br />T-2.D <br />4W 1/2" 4- 2'-1" _ - - <br />- - 11'-5" _ _ _ <br />_ I 2'-4 1/2" <br />10 <br />9 1 /2" <br />20'-8 1/2" <br />1 4 <br />Cn <br />o <br />■ I <br />I <br />---r <br />1'-2.D <br />I <br />L- <br />1 <br />UNDER DOOR <br />L- - - - - - <br />■ ■ <br />- - - - — <br />■ <br />I <br />1 <br />� <br />4 <br />T-2.D <br />I <br />I <br />1 1 <br />1 1/2" ■ <br />I <br />I <br />1 <br />I <br />I <br />4 <br />T-2.11) <br />- <br />Eo <br />5 <br />T-2.D I■ <br />- <br />- <br />1 (D <br />I <br />I <br />I- I <br />- - - - - - - - - <br />- - T <br />■ <br />Ij <br />0o <br />-' <br />I <br />\ <br />1 00 <br />`-I <br />I <br />6 I <br />5'-4" <br />5'-0" <br />I <br />100 <br />LL <br />OPT <br />T-2.D <br />0 <br />ao <br />I <br />I U)U) <br />1v� <br />1 <br />1 <br />1 <br />A 1 <br />\\ I <br />1 IEll <br />- <br />1 <br />1 <br />T-2.D -1 <br />- — ■ <br />■ <br />- <br />v <br />- 6 OPT <br />■ 1 T-2.1 <br />01. <br />_ <br />■ <br />N■ <br />I <br />■ <br />B <br />------15'-11"--- <br />2-6 <br />I <br />-0" <br />N <br />I <br />1 <br />I <br />��-{ <br />-� <br />■ I <br />I <br />— <br />`r <br />ofN <br />ram— I o{�— <br />1 ■ <br />I <br />I <br />I <br />_ <br />_ <br />1 <br />_ <br />i <br />1 <br />I <br />`° I <br />-°Mo <br />o <br />� <br />I <br />1 <br />NI <br />I <br />- - � <br />I ■ <br />1 <br />rnl <br />1 <br />NI <br />`-I <br />■ I <br />T-2.11) <br />, <br />5i2"-�,J------14'-3"------I- <br />B <br />— <br />— — — — — — — <br />— — <br />— — — — — — — — — <br />Y <br />— — — — — <br />. <br />— — — — <br />— — — — I— <br />(Vr <br />■ <br />■ <br />■ <br />■ <br />1'-4" 8'-0" <br />I <br />59'-10" <br />0" <br />70'-0" <br />r <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />CV <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />N <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />00 <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />p <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />0*) <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />' <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />j <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL <br />U_ <br />SECTIONS. <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />J <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />J <br />SHEET ST-21D. <br />Z <br />O <br />FOUNDATION KEYNOTES: DC1 Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />A <br />8"x8" DEEP THICKENED <br />- <br />12" DEEP FTG UNDER BOX <br />Cp <br />EDGE w/ (1) #4 CONT <br />B-� <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />w <br />H <br />C <br />16"SQx12" DEEP FTG <br />D 1 <br />24"SQx20" DEEP FTG <br />:D <br />w/ (3) #4 EW <br />U) <br />E <br />30"SQx20" DEEP FTG <br />fF l <br />36"SQx20" DEEP FTG <br />0 <br />w/ (4) #4 EW <br />L- 1 <br />w/ (4) #4 EW <br />JM <br />�o <br />- <br />G <br />48"SQx24" DEEP FTG <br />f <br />H] <br />#5 VERTICAL DOWEL TYP <br />w <br />w/ (5) #4 EW, T&B <br />AS SHOWN, SEE MASONRY <br />Df <br />NOTES ON ST-1 <br />Q <br />L- <br />1 1/2" SLAB EXTENSION <br />D <br />AT FULL ROUGH <br />OPENING WIDTH <br />} <br />z <br />w <br />W <br />w <br />C) <br />CD <br />I "'NOTE TO CONTRACTOR— C3,) <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN N <br />NT <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET t <br />ti <br />O <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT U) <br />MANUFACTURER AND DR HORTON. c/) <br />- w <br />Z_ <br />m <br />W <br />w <br />(D <br />Z <br />w <br />0 <br />O <br />J <br />LL <br />z <br />O <br />H <br />a <br />w <br />M <br />O <br />Q <br />w <br />O <br />LL <br />Q <br />z_ <br />z �- <br />�.(D <br />ge �R X we O <br />O <br />T \ <br /><. U <br />12,7 w <br />� X <br />W(i <br />� 2g <br />S' 4' <br />e7 <br />n" <br />lw <br />�.7 i w <br />Q <br />m <br />0 <br />z <br />O <br />w <br />Q <br />z <br />U) <br />O <br />slop& <br />LIL <br />U) <br />SANITARY ISOMETRIC ° <br />J <br />O <br />Z <br />2 <br />U <br />w <br />F- <br />X <br />w <br />w <br />APEX <br />tds <br />true design studios � <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 ! <br />RHOHOHION" <br />u'za � <br />A;wfl <br />M <br />tm <br />aU) <br />Uj <br />cem w <br />J O cw <br />LLI <br />a Q o <br />m <br />Q <br />W <br />Q <br />o <br />W LLJ <br />X <br />LL <br />c) <br />w <br />H <br />z <br />EL <br />LL <br />w <br />ABBOTT PARK <br />Q <br />0 <br />LOT 021-02 <br />0 <br />Q <br />Z <br />U) <br />PROJECT NO <br />w <br />2021.006627 <br />0 <br />LL <br />O <br />DRAWN: <br />KME <br />8 <br />CHKD <br />o <br />Lc)MJP <br />w <br />Q <br />U <br />�.�``\�� tN LA/V� �'o, <br />U) <br />%�` ,�GJ • <br />.��G•EIVS •�� <br />Z <br />Z. No 85166 <br />(--D*.Signed by: .-. <br />:�•• LTA�'TE OF '4U <br />3F4671DACDEF435.. <br />E;.�`�� <br />ONAI-111111111 <br />05-18-2021 <br />p <br />w <br />cn <br />REVISIONS: <br />No. Description I Date <br />~ <br />Q <br />O <br />Z <br />ST=2 <br />CMU/METAL CONNECTOR ENGINEERING <br />