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7ocuSign Envelope ID: 57BBOB27-E2C4-46E5-A844-3005B71F9F46 <br />2020 V1.0 <br />.0 <br />If <br />i <br />5 <br />T-2.D <br />- -r- <br />CD I l <br />T-0 <br />T-2.D -_ <br />VERIFY AC COND ■ I <br />LOCATION W/ 29'-6" I I 5'-0" <br />0" <br />SIM 9" CURB <br />- - - - - - - - - - - - - - - - - <br />;I I <br />J I <br />SITE PLAN I J <br />� 3'-0� <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />I <br />■ ■ <br />----------- <br />1 I■ <br />I <br />I 4 <br />T4 <br />1 1 I � - <br />1 T-2.D 4'-7 1/2" 4'-6" 2'-1" - - - - - 11'-5" 1 7 4 1/2" 9 1/2" f20'-8 1/2" <br />I I I I I Y <br />I I I I I 4 io <br />.... <br />................ <br />L 4" A <br />I I ' <br />1 UNDER DOOR <br />I ' I <br />I I <br />L- - - - - - - - - - - - 4 <br />■ ■ ■ I I I' � T-2.D o <br />60 <br />1 <br />I <br />---- .. 5 <br />1 112" ■ i T-2.D I I T-2.D ■ <br />T-2.D <br />I — — — — — — — — — — — 4 — — J <br />1 1Z i <br />■ ■ ■ <br />I I�co � til �— - - -I- - - - - - -- <br />00 I <br />10 <br />U_ <br />p I OPTU) <br />I U)I � / <br />1w I 1 I <br />I��-�-A� I � I T-2.D -1 � - - ■ - ■ <br />L- - - - - - - - - v - - <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />GENERAL FOUNDATION NOTES: <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 GRADE <br />� <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />APEX <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 />op <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 />O <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 />M <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />LL <br />SECTIONS. <br />L j <br />tds <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-2D. <br />true design studios <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 <br />U <br />9000 REGENCY SQUARE BLVD. <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />F. <br />8"x8" DEEP THICKENED <br />�12" <br />] <br />DEEP FTG UNDER BOX <br />p <br />EDGE w/ (1) #4 CONT <br />I <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />w <br />- <br />�C <br />16"SQx12" DEEP FTG <br />( <br />D� <br />24"SQx20" DEEP FTG <br />� <br />U) <br />s <br />osft#H090 <br />� <br />ID <br />I <br />w/ (3) #4 EW <br />E <br />❑ <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />F <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />> <br />J <br />-G <br />48"SQx24" DEEP FTG <br />f�,l <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />co <br />w <br />I <br />w/ (5) #4 EW, T&B <br />l� <br />NOTES ON ST-1 Q <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH U) <br />OPENING WIDTH } <br />z <br />W <br />0 <br />W <br />w <br />O <br />O <br />O <br />***NOTE TO CONTRACTOR*** <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET ti <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING O a <br />Z 1�1 <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT LI..1 <br />MANUFACTURER AND DR HORTON. (n W U. <br />Jz w <br />00 <br />LLJ 0 <br />LU F CC <br />w Q G <br />W <br />Z 0 <br />Z <br />M > 0 Q <br />w W w o <br />0 _ w 2 <br />o w w <br />d• <br />U_ LL x <br />Z aO z <br />O <br />w <br />W <br />O I-_ <br />z <br />af O a <br />U IL <br />Q W <br />ABBOTT PARK Q <br />O <br />U_ LOT 024-01 w <br />- - - H <br />U Z <br />z <br />7,7/ Q PROJECT NO w <br />mac' j 2021.006623 0 <br />O <br />\ Z DRAWN: _-- <br />U KME o <br /><.7 LLI_ — - <br />\.___.. <br />\ J LO <br />CHKD MJP Cl) <br />\ x <br />4.,� w U.1 <br />/ CL <br />x v <br />r tv 3e ����rl>t�i�i����i U) <br />2 I � sgti <br />�sq m �•` •\ G E N S. Z <br />�IS� / W No 85166 Q <br />z # * . LT"rV1CQF1EF435:. <br />ouSigned by: •. * N <br />i 1 Z. U) <br />t�0 R . Z_ <br />Cc0 Z '�sS iO N A i E� <br />r•L0 r Sgti O 05-17-2021 <br />lop& 0 REVISIONS: <br />-- - m <br />Q No. Description Date w <br />J <br />— _ Q <br />SANITARY ISOMETRIC 1 0 <br />z <br />z-- -- - O <br />= o <br />U <br />w <br />I- <br />x <br />w ST=2 <br />a <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />