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:)ocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 <br />I I I 1 11 1 11 11 I ' 1n'•we. N[p'Jp f wq1 1 I I mpq,I fI I <br />11 <br />Ill . 1 11 1,11110, 1 <br />2020 V1.0 <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />r� <br />2"0 VENT <br />N, N, I <br />I 1�1� �.1� I I <br />I I I I <br />yin � I I I <br />1 <br />19 <br />2-WAY GCO <br />FLUSH ON GRADE <br />►�i71111 <br />49'-4" 20'-8" <br />J. <br />15-3 1 /2" 5'-0" 29'-0 1 /2" <br />VERIFY AC COND <br />LOCATION W/ <br />5 SIM 9" CURB SITE PLAN <br />T-2.D <br />■ ■ = I ■ ■ I ■ ■ ■ 1■ IN <br />--- _, - -- <br />- rt - - - - <br />I ' I � � M 5 <br />I- T-2.D I <br />■ I I LI-- -- -..._ � I I T-2.113 <br />-I - - - - - - --15'-2" - - - - - - - 5'-3 1 /2" - -8 1 /2 - - - - - - - - - - - - - 27'-2 1 - - I <br />°1 �k-- , -,- rt------ - - - <br />- <br />-- <br />til 4 <br />1 T-2.D <br />En- <br />T-2. D _ t-- ao <br />{ <br />I I I I <br />- - - - - - - - - - 19' -- - - - - L - - - - - - -/ <br />I � <br />NI 1 <br />OPI <br />L—— — — — — —� �I I; <br />I I , <br />N IN ■ I 1 I <br />T-2.D I O 4 <br />i i I T-2.D <br />- - - - - - - - - - - - - <br />I z <br />000 I i <br />L I I <br />q I Q I 1 <br />UJ I <br />w CD _ - - - - - - - - 1 T-- - - - - - - - - - - 18 7 2'-7 1 !2 2 10" 1 /2° <br />vl OPT. o � <br />I A ■ I 6 <br />OPT. <br />r T-2.D 1 I <br />IALg I T-2.D Q__ <br />vl_I�II �f — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ■IN IN Sk <br />I <br />V-4" 4'-8" <br />6-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />51'-0" <br />70'-0" <br />64" �1'4' <br />6-8" <br />■ <br />UNDER DOOR <br />5 <br />T-2.D <br />I IN <br />64" <br />o <br />Zo CF) <br />00 <br />00 <br />N <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. j <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 />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />A <br />8"x8" DEEP THICKENED <br />^ <br />12" DEEP FTG UNDER BOX <br />EDGE w/ (1) #4 CONT <br />e <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />16"SQx12" DEEP FTG <br />I� <br />24"SQx20" DEEP FTG <br />�=J <br />w/ (3) #4 EW <br />30"SQx20" DEEP FTG <br />F <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />L <br />w/ (4) #4 EW <br />C48"SQx24" <br />G� <br />DEEP FTG <br />— <br />L' <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w/ (5) #4 EW, T&B <br />NOTES ON ST-1 <br />❑I 1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />***NOTE TO CONTRACTOR — <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />f� O <br />LO U <br />ti <br />o <br />APEX 0 <br />� U <br />0 <br />z_ <br />tU <br />U <br />0 <br />00 <br />W <br />W <br />z <br />(D tds <br />LU <br />Q true design studios � <br />0 <br />w <br />O <br />1 9000 REGENCY SQUARE BLVD. <br />Li- SUITE 100, JACKSONVILLE, FL 32211 <br />0 904.821.5200 p <br />(Y C <br />OCY <br />w 041HOMON' <br />� <br />U � <br />0 <br /># 4 <br />EE <br />O <br />LL �. <br />a <br />U -Q <br />z_ <br />C� <br />O <br />J <br />O <br />z <br />2 <br />W <br />H <br />0- wW Q V/) <br />X 0 W <br />co FM p � W <br />W c/) <br />O < <'1 <br />z V� <br />3: <br />W Q O <br />2 <br />z Uj <br />W <br />F- M W W Q <br />~ O� o <br />LL <br />LL <br />Q t` <br />X <br />O z <br />O O <br />z w <br />= W <br />U ~ <br />z <br />� Abbott Park <br />Q_ <br />W W_ <br />°- LOT 009-01 w <br />Q J <br />U <br />U) <br />PROJECT NO: <br />2021.003461 z <br />DRAWN: <br />LDG w <br />CHKD 0 <br />ILL <br />MJP 0 <br />0 <br />LO <br />� _' <br />I, <br />� �•��'� E SF•9 ' U <br />U) <br />S�TAT E OF - 441 - <br />Oh'. �<v: Q <br />N AL ��,,`% <br />�11111111111101 (n <br />03-19-2021 (D <br />z <br />REVISIONS: <br />No. Description Date <br />w <br />U) <br />- - W <br />w <br />J <br />Q <br />U <br />U) <br />I- <br />O <br />ST=2 z <br />O <br />0 <br />CMUIMFTAI CONNFUOR FNGINFFRING <br />