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:)ocuSign Envelope ID: F282BDE9-B3A3-4C42-AAFB-342FED633458 <br />2020 V1.0 <br />0 <br />ih <br />VERIFY AC CON <br />LOCATION W/ <br />SITE PLAN <br />70'-0" <br />8'-0" <br />59'-10" <br />■■--- - - - - -- <br />■ <br />■ ■ ■ ■ N ■ ■ ■ or ■ ■ <br />.... .. <br />- - - - - - - - - - - - - - - - - - - - - - - - - - I-- - - -I- - - - - - - - - - - - - - - - - - - - =.- - - - - - -I- - - - - - - - — - - - - - <br />N <br />B� <br />I _H -- 14'-3" <br />..... <br />■ I T-2.D r,l <br />CV ' <br />"'I I _ I ■ <br />- <br />I I <br />0.. T-2.D <br />�,. <br />I <br />1 <br />..... 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UNDER DOOR <br />I � I <br />� 4 <br />■ I I — - T-2.D <br />I <br />I I I I - <br />I � . <br />1 4'-7 1 /2" * _ 4'-6"2'_1 " _ _ _ _ _ _ 11'-5" _ I 2'-4 1 /2" 1 /2 20'-8 1 /2" <br />,�----- ---- ---- — <br />I _ 1 �. <br />I T-2.D I <br />4 <br />i I T-2.D - - <br />29'-6" <br />■ <br />I T-2.D 1 <br />f - _ <br />o <br />I I NI <br />i- - - - - - - - - - - - - - - - - - - - - - - - - J <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />5'-0" <br />Oil <br />I - I <br />r - - I <br />IL_ —J <br />■ ■ ■ <br />2 D/ SIM 9" CURB <br />70'-0" <br />0 <br />zo <br />_ 4 5 <br />T-2.D T-2.D I ■ <br />■ Co <br />— — — — — — — — — — — — — — — — — — — — — — — — — N <br />■ _■ 1 ■ ■ <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />GENERAL FOUNDATION NOTES: <br />O <br />CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <br />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />u ? <br />NAPEX <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <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 />pD <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. <br />O <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 />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />C'') <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />_j <br />LIL <br />SECTIONS. <br />L <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 />true design studios <br />SHEET ST-2D. <br />Z <br />O <br />FOUNDATION KEYNOTES: DC1 <br />U <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />8"x8" DEEP THICKENED <br />L B <br />12" DEEP FTG UNDER BOX <br />TO BE <br />o <br />r' <br />�J <br />EDGE w/ (1) #4 CONT <br />L"J <br />COLUMN, FTG <br />PROJECTED MIN 6" AS SHOWN <br />w <br />16"SQx12" DEEP FTG <br />1 <br />FTG <br />U) <br />01,109ON' <br />l <br />w (3) #4 EWEEP <br />f C 130"SQx20" <br />DEEP FTG <br />w/ (4) #4 EW <br />C 1 <br />�I <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />m <br />(� <br />48"SQx24" DEEP FTG <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />w <br />- <br />w/ (5) #4 EW, T&B <br />I r' I <br />w <br />NOTES ON ST-1 <br /><( <br />n <br />1 1/2" SLAB EXTENSION <br />0 <br />AT FULL ROUGH <br />fn <br />OPENING WIDTH <br />�- <br />z <br />W <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 <br />rl- <br />LO <br />z <br />a <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />W <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />Lo <br />W. <br />w <br />0 <br />I* <br />W L.J._ <br />z J z LU <br />LLJ O cn <br />LU Q F- <br />LU ZQ O <br />_ <br />0 / 0 a <br />LU LL] W <br />o <br />LU L <br />0 LI � L.L x <br />Z aO Z <br />F_ O <br />w <br />w <br />O 1-- <br />z <br />O a <br />U U_ <br />W <br />ABBOTT PARK Q <br />0 <br />u- LOT 041-03 0 <br />a w <br />z Z <br />r ,� 11\k��� O PROJECT NO: Q <br />O 2021.006630 - � <br />O <br />Z DRAWN: c <br />U KME <br />wV7 <br />CHKD: <br />JMP <br />w w <br />a a <br />U <br />QNNO `rrrrrr����i►��� cn <br />GCE N* <br />�51 TO <br />No 85166 <br />' * • • * r <br />Z '� DocuSigned by: <br />O i <br />O l[/ <br />3At�7�DAt�435...: • <br />cn '';1is rO 1111111100 %%� <br />a <br />O 05-17-2021 0 <br />H W <br />el�REVISIONS: w <br />2 <br />a No. Description Date w <br />� J <br />a <br />SANITARY ISOMETRIC ° - - - 0 <br />O z <br />z - O <br />= o <br />U <br />LU <br />H <br />X ST=2 <br />W <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />