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DocuSign Envelope ID: 38716031-B749-4FD2-9507-FCC2C574C8F1 <br />2020 V1.0 <br />v <br />.z <br />eo <br />r <br />2 <br />ama <br />01 <br />V-4" 8'-0" 59'-101, 0., <br />10 <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - <br />I - <br />g I H - I ■ <br />1 5 / 14'-3" <br />I <br />............................. ....... . NI <br />■ I T-2.D I I <br />M I <br />o,l Y- ■ <br />oo l eo <br />A"I r 01, <br />■I <br />■ I - 16-11 "- - - - 2,-15" <br />■ I -I------* 0" � <br />�I <br />-I- - 6 OPT ��I ■ <br />T-2.D NI - - - -- <br />� <br />_jry�,. I <br />ISO C? A 00 <br />I0o 6 I v <br />(w cn = 1 I OPT r-2.D 5:�,: 5 0 <br />Iw-- <br />ry <br />■ ■ v ■ <br />I � I <br />I <br />1 1/2" I ; I■ N m <br />■ I 1 ;; 4 5 I■ <br />— - — _ ;; T-2.D T-2.D <br />I T-2.D ` " <br />N I o <br />80 <br />�----- - - - - -— <br />I <br />I <br />01. <br />4' <br />= J A <br />r <br />.. <br />:::::: ..... ...... ._... .......... UNDER DOOR <br />I <br />■ I I ---� 4 I - <br />T-2.D o <br />CD <br />9 1/2" <br />4W 1/2" * --4'_6"- - *-2'_l " - - _ - _ _ 1 V-5" - - - - - 2'-4 1/2" 20'-8 1/2" <br />I T-2.D I <br />I I C <br />- - <br />VERIFY AC COND <br />LOCATION W/ 29'-6" 5'-0" 14'-0" I <br />SITE PLAN ■ I 1 I 0" <br />T-0" ,-0, 1 <br />T-2.11) <br />CD 5 I■ <br />_ I I I I T-2. D ■ ao <br />�- — — — — — — — — — — — — — — — — — — — — — — — — — — -- y,— — — — — -J — — — — L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J N <br />■ ■ ■ ■04■ ■ ■ ■ ■ ■ ■ ■ <br />5 I <br />SIM 9" CURB <br />T-2.D VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />3 <br />NV- <br />70'-0° <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 />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. <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 />O <br />O <br />N <br />LO <br />N <br />00 <br />tt <br />O <br />O <br />N <br />N <br />ch <br />—i <br />ILL. <br />W <br />J <br />J <br />Z <br />O <br />tn <br />FOUNDATION KEYNOTES: DC1 Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -� <br />8"x8" DEEP THICKENED <br />II�� <br />12" DEEP FTG UNDER BOX <br />OO OA� <br />EDGE w/ (1) #4 CONT <br />I_" J <br />COLUMN, FTG TO BE <br />T_ <br />PROJECTED MIN 6" AS SHOWN <br />W <br />F- <br />16"SQx12" DEEP FTG <br />❑D <br />24"SQx20" DEEP FTG <br />Cn <br />w/ (3) #4 EW <br />30"SQx20" DEEP FTG <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />m <br />G <br />48"SQx24" DEEP FTG <br />H <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />W <br />w/ (5) #4 EW, T&B <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />} <br />U <br />Z <br />W <br />(D <br />W <br />0 <br />0 <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 />Lr) <br />ti <br />z <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />U) <br />MANUFACTURER AND DR HORTON. <br />U) <br />- - ---- W <br />Z_ <br />U) <br />m <br />W <br />W <br />Z <br />Z <br />W <br />0 <br />0 <br />J <br />IL <br />Z <br />O <br />O <br />Q <br />O <br />J <br />LL <br />Q <br />Z <br />X <br />J <br />O <br />2 <br />w <br />X <br />W <br />a <br />Q <br />0000 <br />0 <br />W <br />Z <br />O <br />W <br />a <br />Z <br />O <br />H <br />LL <br />U) <br />} <br />C� <br />SANITARY ISOMETRIC ° J <br />O <br />Z <br />U <br />W <br />X <br />W <br />n <br />0 <br />tdb <br />�2 <br />true design studios a) <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />4- <br />cn <br />i5 <br />can <br />DIHOMDN'l <br />� <br />m\\­� 4\4 <br />I p g f11 <br />a34 W�aa <br />���4 <br />a co <br />W W <br />J z � <br />W <br />Lu O cn <br />Q <br />Q O <br />0 Q <br />W 0 <br />J W <br />W <br />X <br />a LL� <br />Z <br />0 <br />W <br />H <br />Z <br />IL <br />W <br />Abbott Park J <br />Q <br />U <br />LOT 006-03 0 <br />H <br />Z <br />PROJECT NO: LLI <br />2021.003500 0 <br />ILL <br />DRAWN: O <br />LDG o <br />CHKD: lid <br />MJP U) <br />W <br />LAIV U) <br />Q <br />U <br />U)cbr8A.%Wn&A Ear: <br />xz <br />,STATE OF :�w� <br />i <br />��•,.s • :t��ctF435., z <br />S r0 N At -_ Q <br />03-23-2021 0 <br />W <br />REVISIONS: <br />IF <br />No. Description Date ~ <br />W <br />J <br />-- Q <br />U <br />U) <br />0 <br />Z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />