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DocuSign Envelope ID: 936C32D4-E2654FOA-B8BD-0127630741AA <br />2020 V1.0 <br />0 <br />C <br />rail <br />3'-0" I' <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />SIM 9" CURB <br />- <br />o I <br />_ ,. — — — — — — — — — <br />- — — — — — — — — — — — — — — — — — — — — — — — — rl— — — — — - <br />_.. <br />I I NI I ■ <br />o 5 ■ <br />m I 77 <br />N <br />T-0" '-0 <br />I 1 I <br />T-2.D <br />VERIFY AC COND <br />■ 1 29'-6" I 5'-0" 14'-0" I `` <br />LOCATION W/ <br />01. <br />SITE PLAN <br />I 4 — — J <br />9 1/2" �. <br />T-2.D 4W 1/2" 4'-6" 2'-1" _ _ _ - - 11'-5" - - _ _ _ I 2'-4 1/2" 20'-8 1/2" ` <br />, <br />1 <br />I <br />I <br />I 4 <br />- <br />co <br />■ I T-2.D � <br />14 <br />UNDER DOOR <br />L— — — — — — — — — — — I 4 <br />1 0 <br />I w <br />I_ 1 <br />1 --- I 4 5 <br />1 1 1/2" ■ i T-2.D <br />I■ <br />T-2.1) T-2.Dco <br />- <br />_— <br />1 <br />I I I-----------4-- <br />N <br />0) <br />IZ <br />I <br />0o <br />Of <br />1 1 D- 00 <-I I 6 I 64' 5,-0" 1 <br />1 O p OPT <br />1 U) T-2.D <br />I o A00 <br />I cn U) <br />lw� I <br />I I <br />I Of 1 -I --- ❑ <br />I� I I T-2.D I■ ■ ■ <br />I� � <br />IL — - - - - - - - - - - - - <br />� <br />M <br />_ I �0 I■ <br />� ■� T-2.D OPT I 01, <br />I <br />- <br />N <br />■ I 15-11" 2'-6" - <br />- - - - I N 1 <br />I I <br />■ I I vl <br />❑ . ..... , o I <br />I <br />00 <br />I I I � <br />I <br />M <br />o <br />I NI I <br />1 I NI I — 1 ■ <br />I <br />I <br />I I MI I NI I <br />rnI 1 I `-1 <br />I ■I <br />T-2.13 5 /" J------14'-3" <br />——-------i— <br />B H <br />I T — � ■ <br />— — — — J <br />i <br />I <br />1'-4" 8'-0" 59'-10" <br />0.. <br />70'-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />Z, <br />7,7jg@ , x <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <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-21D 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-21D. <br />O <br />O <br />N <br />LO <br />N <br />00 <br />0 <br />d� <br />N <br />N <br />cy) <br />J <br />LL <br />w <br />J <br />J <br />z <br />0 <br />tds <br />true design studios <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />❑A <br />8"x8" DEEP THICKENED <br />B <br />12" DEEP FTG UNDER BOX <br />Cp <br />EDGE w/ (1) #4 CONT <br />COLUMN, FTG TO BE <br />r' <br />PROJECTED MIN 6" AS SHOWN <br />w <br />I-- <br />-i <br />16"SQx12" DEEP FTG <br />24"SQx20" DEEP FTG <br />� <br />J <br />w/ (3) #4 EW <br />(A <br />30"SQx20" DEEP FTG <br />F <br />36"SQx20" DEEP FTG <br />E <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />in <br />48"SQx24" DEEP FTG <br />❑� <br />#5 VERTICAL DOWEL TYP <br />w <br />-G : <br />w/ (5) #4 EW, T&B <br />AS SHOWN, SEE MASONRYOf <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION <br />— <br />AT FULL ROUGH <br />(n <br />OPENING WIDTH <br />} <br />z <br />w <br />w <br />C) <br />0 <br />0 <br />'""NOTE TO CONTRACTOR`** 0-) <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN ti <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET � <br />ti <br />r; <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. co <br />-- - _ w <br />(n <br />m <br />W <br />w <br />z <br />z <br />w <br />0 <br />O <br />J <br />LL <br />z <br />O <br />O <br />a <br />O <br />Q <br />O <br />LL <br />Q <br />z <br />} <br />z <br />TZ <br />X <br />w <br />d <br />Q <br />a <br />m <br />0 <br />z <br />O <br />ILL! <br />Q <br />z <br />U) <br />D <br />O <br />7)OF& <br />U <br />LL <br />U) <br />} <br />C� <br />SANITARY ISOMETRIC ° <br />J <br />O <br />z <br />U <br />w <br />H <br />X <br />w <br />a_ <br />014HOMN"/ <br />Q U) <br />ce a w <br />J z w <br />LLJ O v) <br />Q � � <br />j O <br />m w � <br />� w LL1 <br />Q L` <br />ABBOTT PARK <br />LOT 023-01 <br />PROJECT NO <br />2021.006622 <br />DRAWN: <br />KME <br />CHKD: <br />MJP <br />i <br />No 85166 7. <br />DocNSigned by: <br />= T, �� •' ICI <br />4 DA EF435,.. 4 i <br />AN <br />/0 N Al <br />05-17-2021 <br />REVISIONS: <br />No. Description Date <br />ST=2 <br />CMU/METAL CONNECTOR ENGINEERING <br />