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_ __ li• _ 11���`!!�'In171f1�.1��7114J.i9.:E <br />DocuSign Envelope ID: C14E474E-01F2-47BC-B356-D144268A78A1 <br />■ ■ IN I ■ ■ c <br />t <br />I � c <br />..a <br />T-2.D <br />VERIFY AC COND ■ I 29'-6" <br />LOCATION W/ <br />rl 1 <br />2 D/ SIM 9" CURB <br />- - - r- - - - - - - - - - - - - - - - <br />5'-0" 14'-0" I <br />0,1 I <br />VERIFY AC COND <br />9 LOCATION W/ <br />SITE PLAN <br />4 I <br />_ I <br />— — — — — — — — — — — — — — — — — — — — — — — — i 00 <br />5 <br />■ <V <br />4 I ■ <br />T-2.D ` <br />SITE PLAN 1 `` <br />I <br />ZD <br />I <br />■I <br />I <br />I- — — — — — — — — — — <br />M <br />(V <br />V <br />'-4" I. 8' <br />4 - - � <br />T-2.D <br />I 9 1/2" <br />6" '-1 " _ _ _ _ I 2'-4 1 /2" 20' <br />4'-71 /2" 4'--8 1 /2" <br />,k----- r-- <br />- - 2 <br />-,�- - i <br />I I I I <br />.............. <br />411 <br />UNDER DOOR <br />■ I I T-2.D - <br />I i I q <br />4 5 <br />■ I - T-2.D <br />I, I .D 1 T-2■ <br />I Z I `! ..... ^...... I <br />10)0 <br />I <br />S-0 <br />1 0) 0 1 I g 1 I 5-4' <br />� 1 OPT o J ' <br />Iwg 1 I v <br />w C0 <br />I� i I T-2.D I■ ■ � ■- <br />II L—---- - - - - -- <br />OPT 0 <br />�0" " 1 { I <br />■ I T-2.D} �1 - - - - 15'-2 -6' <br />- "- - - - - - - - - <br />■ I I _ I �i I ■ <br />N - 1 <br />1 0.' I <br />- <br />C?I I <br />I <br />N I <br />1 NI <br />1 rn1 1 I N <br />■ I _I �, M 1 ■ <br />T-2.D g;�a, - "'J - - - - - - 14'-3" _ I- <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - -I - - - - - - - - - - - - - - - - - - - - - — - - - - - <br />J <br />t....... .....—...—...:— -�j -, �i I— <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />io <br />M <br />7,71, <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: E <br />a <br />U <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. N p <br />• EARTH AND EARTH FILL SUPPORTING SLABS GRADE 0 u7 c <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,00 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. j r- <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. p N <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O cl <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT to <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB 04 <br />N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M '� <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _ <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS.tds -6 <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J N <br />SHEET ST-21). true design studios <br />z <br />O <br />Y <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 />8"x8" DEEP THICKENED <br />12" DEEP FTG UNDER BOX <br />O <br />cb <br />EDGE w/ (1) #4 CONT <br />I 1 <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />16"SQx12" DEEP FTG <br />24"SQx20" DEEP FTGco�C <br />w <br />016HOMON' <br />w/ (3) #4 EW <br />� <br />n <br />II `` <br />30"SQx20" DEEP FTG <br />I <br />11 <br />36"SQx20" DEEP FTG <br />r' <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />con <br />- <br />48"SQx24" DEEP FTG <br />u <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w <br />~- <br />� <br />w/ (5) #4 EW, T&B <br />w <br />NOTES ON ST-1 <br />j 11 <br />1 1/2" SLAB EXTENSION <br />D <br />AT FULL ROUGH <br />OPENING WIDTH <br />I,- <br />z <br />W <br />0 <br />W <br />O <br />O <br />0 <br />***NOTE TO CONTRACTOR`"" <br />0) <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />IT <br />>= <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />U-) <br />I` <br />a <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />W <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />co <br />w LL <br />Z <br />U) mi Z W <br />LLI 0 U) <br />ct <br />w <br />w Q <br />w <br />Z_ Q O <br />(D > Q <br />z m W <br />w W w <br />W Lu <br />O X <br />LLLL�- <br />Z <br />O z <br />O <br />0 <br />W <br />O I— <br />CL z <br />O aa.. <br />U w <br />p W <br />ABBOTT PARK Q <br />O <br />U- LOT 042-03 0 <br />d w <br />z Z <br />�^ O PROJECT NO: Lij <br />0 <br />J 2021.006631 w <br />Z DRAWN: <br />U KME o <br />CHKD: L0 <br />MJP <br />X <br />w J <br />Q U <br />,�111111111/j� C� <br />m '� •'�\G E SF • rrr z <br />QZZ <br />r 1 <br />No 85166 5 <br />W <br />Z * �� <br />> .. Oc*uSlgn•d by: : 0 <br />O : .. <br />.�(�• <br />TT. -OF c� <br />W i O •�. Al 3F4871DAC EF49 <br />r <br />Z <br />(n ���/111111111�, <br />O 05-17-2021 0 <br />1= w <br />REVISIONS: Lij <br />U_ - - -- I-_ <br />Q No. Description Date w <br />� J <br />SANITARY ISOMETRIC o 0 <br />z Z <br />U 0 <br />LU <br />H <br />X <br />W ST=2 <br />a <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />�� <br />