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DocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB <br />3'-0" ,. <br />VERIFY <br />AC COND <br />4 <br />LOCATION W/ <br />SITE PLAN <br />SIM 9" CURB <br />T-2.D <br />o <br />- - - - - - <br />- - - - - - - - - - - - - <br />- - - <br />- - - - •-I- - - - - - - - - - - - - - <br />- - - - - - - <br />- - - - - <br />- - - - - - - <br />- - - - - - - - - - - - <br />- - - - - <br />oD <br />C?- <br />M <br />I <br />I <br />N I C)I I I <br />r; <br />I <br />- - - <br />4 <br />5 <br />T-2.D <br />I■ <br />I <br />■ <br />N <br />S-0" '-0 <br />I <br />1 <br />1 <br />T-2.D <br />i i <br />I <br />T-2.D <br />VERIFY AC COND <br />LOCATION W/ <br />■ I <br />29'-6, <br />I 5'-0" <br />14'-0" <br />SITE PLAN <br />11 <br />1 0� <br />4 <br />I <br />I T-2.D <br />v <br />- <br />- <br />1 1 <br />— - <br />T-2.D <br />1 <br />I <br />4-71/2" 4'-6" 2'-1" <br />11'-5" <br />I <br />2'-41/2" <br />9 1/2" <br />20'-81/2" <br />,' <br />I <br />I I <br />- <br />■ 1 <br />1 <br />- <br />- — r T-2.D <br />41, <br />A <br />UNDER DOOR <br />L- - - - - - - <br />- - - - <br />1 <br />■ ■ <br />■ 1 <br />T-2.D <br />- <br />I <br />I <br />1 1 <br />1 1/2" ■ i T-2.D <br />1 <br />1 <br />4 <br />T-2.D <br />5 <br />T-2.D 1■ <br />_- <br />1 <br />1 <br />Iz <br />1 <br />1 <br />I <br />I <br />— — — — — — — — — <br />— — ! - - <br />J■ <br />■ <br />ip <br />N <br />1 <br />■ <br />v <br />■ <br />°° <br />1 <br />ry <br />` 1 U)O <br />� I <br />I <br />I <br />I I 6-4 <br />6 <br />5' 0. 1 <br />I <br />1 0 0 <br />LL <br />1 <br />1 <br />OPT <br />C?I <br />A <br />- <br />o0 <br />v <br />1 <br />1WQ <br />i <br />v 1 <br />U (D <br />r <br />r�-4 <br />I <br />A <br />1 <br />T-2.D -1 - - <br />1 <br />1 <br />in <br />L - - - - - - - - - <br />- - - - <br />' <br />6 OPT <br />1 T-2. D <br />011 <br />`r <br />�- <br />``'' <br />■ <br />■ I� <br />-I - - - - - - - <br />-15'-11"- - <br />- 2-6' <br />- 7� <br />Z` <br />I <br />I <br />1 <br />■ I <br />1 <br />L..... <br />ql <br />011 <br />I- <br />04 <br />'jc <br />I ■ <br />I- <br />I <br />I <br />I <br />- - <br />1 <br />I <br />- <br />o0 <br />II <br />1 <br />I <br />o <br />°' <br />I <br />I <br />N I <br />1 <br />I <br />_ <br />I■ <br />I <br />1 <br />MI <br />I <br />N1 <br />I <br />I <br />■1 <br />T-2.D <br />1 <br />5/2" _� _ 14'-3" - <br />I- <br />B <br />I H <br />I <br />I— <br />1 <br />- - - <br />_ <br />CD <br />■ <br />— — — — — — <br />— — — — — <br />— — — — — — — — — — — — — — — — — — — — <br />— — <br />1'-4" 8'-0„ <br />I <br />59'-10" <br />0 , <br />70'-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES: <br />11 <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 <br />THICK AND p <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS N <br />LO <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N <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. O <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 N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. ch <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE J ILL <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS. LLl <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J <br />SHEET ST-21D. <br />Z <br />O <br />U) <br />FOUNDATION KEYNOTES: DC1 Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -� <br />Z <br />O <br />U) <br />FOUNDATION KEYNOTES: DC1 Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -� <br />8"x8" DEEP THICKENED <br />1 <br />12" DEEP FTG UNDER BOX <br />�p <br />A <br />EDGE w/ (1) #4 CONT <br />B <br />CI <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />H <br />C <br />16"SQx12" DEEP FTG <br />n <br />24"SQx20" DEEP FTG <br />Z) <br />- <br />w/ (3) #4 EW <br />W <br />E <br />30"SQx20" DEEP FTG <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />F <br />_w/ <br />(4) #4 EW <br />m <br />48"SQx24" DEEP FTG <br />#5 VERTICAL DOWEL TYP <br />W <br />G-' <br />w/ (5) #4 EW, T&B <br />[:H] <br />AS SHOWN, SEE MASONRY <br />(Y- <br />NOTES ON ST-1 <br />Q <br />1 <br />1 1/2" SLAB EXTENSION <br />a <br />AT FULL ROUGH <br />cn <br />OPENING WIDTH <br />} <br />�9 V <br />Z <br />W <br />(D <br />W <br />C) <br />C) <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 />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. <br />ON <br />W <br />Z_ <br />U) <br />m <br />W <br />W <br />Z <br />Z <br />W <br />O <br />J <br />LL <br />Z <br />O <br />a <br />O <br />Q <br />O <br />LL <br />Q <br />Z <br />bLc <br />O <br />7 <br />O <br />7 <br />U <br />o �\ <br />S� <br />W <br />x <br />r\ <br />, <br />W <br />�' 7 <br />X <br />m <br />W <br />Z <br />7 Z <br />O <br />W <br />Z <br />eSgN <br />O <br />H <br />J LLL <br />U) <br />O <br />SANITARY ISOMETRIC ° <br />J <br />O <br />2 <br />U <br />W <br />H <br />X <br />W <br />n. <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />J <br />tds <br />L2 <br />true design studios >� <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />- UIHOIRON' <br />Q U) <br />oC a w <br />ry <br />� o � <br />ULI <br />� Q o <br />W 0 <br />0 <br />J <br />W W <br />� <br />X <br />x <br />aLLz <br />O <br />0 <br />LLI <br />IZ <br />LL <br />W <br />ABBOTT PARK <br />Q <br />U <br />LOT 038-03 <br />0 <br />W <br />- <br />Q <br />Z <br />0 <br />U) <br />PROJECT NO <br />W <br />0 <br />2021.006628 <br />IL <br />- - - - - - <br />O <br />DRAWN: <br />KME <br />o <br />11) <br />CHKD. <br />MJP <br />c/) <br />,`/11►1111111114 c/) <br />� �5-� 1N LA/v�, �,� c/) <br />�� �••�\�•E•NSF•.9 ��'. Z <br />No 85166 Q <br />CDofuSigned by: <br />T � _F 1D EF43j•.�� (n <br />0. <br />"5�0 N A�- E �.�` <br />�111111111111 Q <br />05-17-2021 0 <br />W <br />REVISIONS: Lu <br />No. Description Date ~ <br />W <br />J <br />Q <br />U <br />- - - - - cn <br />— O <br />O <br />0 <br />ST=2 <br />