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DocuSign Envelope ID. 1D6EEA65-119E-4AD4-8042-DDF19178294D <br />GENERAL FOUNDATION NOTES: <br />Y <br />— — — — — — — — — — — — — — — — <br />I N\ <br />T-0" _01 <br />T-2.D <br />VERIFY AC COND ■ 1 29'4" <br />LOCATION W/ lie i <br />70'-0" <br />S-0" <br />VERIFY AC COND <br />q LOCATION W/ <br />D5 SITE PLAN <br />SIM 9"CURB <br />-2.D o I <br />-' I <br />- -, <br />; E <br />- - - F- - - - - - - - - - - - - - - - -I <br />I -6" <br />1 � I <br />5'-0" 14'-0" <br />0., I <br />�■ ■ ■ <br />— — — — — — — — — — — — — — — — — — — — — — — — — <br />5I <br />■ <br />4 I ■ <br />T-2.D <br />SITE PLAN I _ \. <br />I 4 _ _ <br />T-2.D I \ <br />4W 1/2" - * - 4'-6"__ - 2'_1 , - - - - - 11'-5" _ -- - - 2'-4 1/2" �_ _. 20'-8 1/2" <br />1 i I I ED <br />■ I _ I ---r T2.D � <br />1 <br />UNDER DOOR <br />L------- - - - --, I I 4 <br />■ ■ ■ I I - - T-2.D - <br />0 <br />1 i ao <br />I 4 5 <br />1 1/2" ■ I T-2.D I I T-2.D ■ <br />1 I - - I I ■ <br />I I cD I I I — — — — — — — — — — —- <br />---� <br />I <br />Q _ ■ ■ 'V ■ <br />1 _j �I <br />I- 5-4„ 5'-0" <br />100 I I OPT 6D T-2. <br />I I�� I I o I <br />I Ivy <br />I �" <br />ui <br />- <br />�--[� I� I I T-2.D I■ ■ may, ■ <br />I I _ <br />- 6 OPT �0" <br />■ I T-2.D <br />15'-11" 2'-6" N I <br />■ I�� - <br />I-- -- I I I ■ <br />r.J ■ I . I <br />I �-a' I o� <br />I <br />I <br />NI <br />I I I <br />C?I �I I <br />I I 1 I _� ': MI I■ <br />■ I I T-2.101 14'-3' I- <br />B <br />H _ <br />■--—————————————-----------r-----'--------------------t Nr——— — — — — —— — — — — J <br />I <br />V-0" L 59'-10" 0' <br />70'-0" <br />FOUNDATION PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22N34" <br />M <br />b� <br />M <br />ks <br />CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND <br />p <br />• <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />EARTH AND EARTH FILL SUPPORTING SLABS CI GRADE 0 <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />C:) <br />CN <br />A PEX <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 />p <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />p <br />• <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 />• <br />SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />C" <br />• <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />_j <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7).tds <br />• <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 />true design studios <br />SHEET ST-2D. <br />Z <br />O <br />- <br />- <br />U) <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 />8"x8" DEEP EEP FTG UNDER BOX <br />rBJ <br />p <br />EDGE w/ (1) #41C0 TED <br />COLDUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />H <br />C� <br />16"SQx12" DEEP FTG n W4"SQ 4 E'1DEEP FTG <br />DIROH090N, <br />L30"SQx20" <br />DEEP FTG (� 36"SQx20" DEEP FTG <br />w/(4)#4EW _ w/(4)#4EW <br />m <br />r <br />�8"SQX24" <br />� <br />DEEP I H AS SHOWN, SEE MASONRY <br />W <br />/ (5 #4 EW, T&BFTG <br />wI <br />NOTES ON ST-1 <br />Q <br />' 1 <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />} <br />Z <br />W <br />CD <br />LIJ <br />Of <br />C:) <br />This item has been electronically <br />C:) <br />signed and sealed by Justin M Lanier <br />PE on the date and/or time stamp <br />***NOTE TO CONTRACTOR*** <br />0) <br />i <br />shown using a digital signature. <br />Printed copies of this document are <br />DR HORTON DOES NOT ALLOW FIBERMESH AS ANot <br />considered signed and sealed <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />_ <br />Lo <br />f <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />On <br />any electronic copy <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON.rn <br />U) <br />W <br />z <br />7.��QO _ <br />u1 W <br />zIIIIIIIIIIJ z Lu <br />LU O c) <br />W QW <br />Z_ <br />z 0 Q <br />m W <br />W <br />J w M <br />LU W ti <br />O <br />LL LL X <br />Z QO Z <br />O <br />LU <br />O I_ <br />Z <br />O ate. <br />U LL <br />Q W <br />Abbott Park Q <br />O U <br />Q LOT 028-03-1 B w <br />--- --- LU <br />Z Z <br />0 <br />} co <br />PROJECT NO: W <br />2021.012597 0 <br />Z DRAWN: - O <br />U CD o <br />CHKD: Ui <br />MJP U) <br />W J <br />a Q <br />Q0111111111,,,E vUj <br />m �� J, • DENS 9 •,� C� <br />• • No 85166 <br />W Q <br />Z * . DocuSigned by: <br />r � • G rtC � 1 <br />W DA )EF435i. �',% U) <br />• �N <br />.• <br />O 11-01-2021 p <br />I= w <br />r,OFU U REVISIONS: LU <br />U- <br />- --- <br />No. Description Date W <br />0 J <br />Q <br />>- U <br />(A <br />SANITARY ISOMETRIC - RH o _. z <br />= o <br />U <br />W <br />x <br />ST=2 <br />a <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />