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DocuSign Envelope ID: 30813D59-338F-444C-B5F4-9FD029C9F05E <br />M <br />N <br />W <br />�I <br />O <br />M I I VI <br />I NV <br />3'-0„ -0, <br />T-2.D <br />VERIFY AC COND ■ 1 29,-6„ <br />LOCATION W/ <br />70'-0" <br />5 ) SIM 9" CURB <br />T-2.D <br />i---r r----------- - - - - - -- <br />I I <br />5'-0" 14'-0" 1 <br />SITE PLAN I 0" <br />I T-2.D <br />I <br />I <br />■I <br />I <br />I <br />I- — — — — — — — — — — <br />'4" L <br />S-0" <br />VERIFY AC COND <br />q LOCATION W/ <br />SITE PLAN <br />o I <br />_ I <br />`■—— — — — — —— ■ I ■ ■ <br />— — — — — — — — — — — — — — — <br />5 <br />■ (V <br />T 2.D T-2.D I ■ <br />T-2.D I -- <br />4'-7 1/2" 4'-6" 2'4" _ — 11'-5" _ — — — I F2'-4 1/2" 9 1/2" 20'-8 1/2" <br />7�1( <br />I I I I Y <br />10 <br />L 41"IN <br />A <br />UNDER DOOR <br />■ I I � T-2.D <br />I o <br />I 1 I bo <br />— - <br />r 4 5 <br />■ I I - I T-2.D T-2.D I <br />I i. I I ■ <br />I(D <br />\ 10 <br />I � o OPT 6 I 64" 5'-01, <br />o - I <br />A <br />ivy I I <br />I � I <br />� I I 1 I I <br />11 <br />I � I I T-2.D -I � - — ■ L_ ■ <br />II I — - - - - - - - - z - - - <br />\-1- - OPT <br />0" <br />■ I T-2.D I oil I <br />-„ , „ <br />---------- <br />- <br />I---------2-6 I NI I <br />■ I I I Y I■ <br />...... ......i . <br />0" <br />I I <br />..,..i.,...., , <br />I I I �I <br />I aol I <br />04 <br />1? i 04 <br />I , <br />1 r> I I ■ <br />■ I 1 <br />T-2.D 14'-3CD <br />I I I <br />■ ■ ■ T....:............... ......._... ■ NI ■ ■ <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />1 59'-10" <br />70'-0" <br />M <br />_. 2020 V1.0 <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 UNO. <br />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />N <br />u? <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 />aD <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />,R <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 />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 />CV <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />M <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE <br />L L <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />Ld <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 />SHEET ST-2D. <br />Z; <br />APEX <br />tds <br />true design studios <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />A 8"x8" DEEP THICKENED B 12" DEEP FTG UNDER BOX O <br />EDGE w/ (1) #4 CONT COLUMN, FTG TO BE T_ <br />PROJECTED MIN 6" AS SHOWN W <br />F- <br />16"SQx12" DEEP FTG w/ 3)#4 EWEEP FTG Cf) DoRsHOMON <br />30"SQx20" DEEP FTG LF 1 36"SQx20" DEEP FTG <br />=1 w/ (4) #4 EW L_J w/ (4) #4 EW$ &460 <br />J //+h <br />G7G 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP W <br />w/ (5) #4 EW, T&B n AS SHOWN, SEE MASONRY W <br />NOTES ON ST-1 Q <br />EC 1 1/2" SLAB EXTENSION <br />AT FULL ROUGH (n <br />OPENING WIDTH } <br />Z <br />W <br />0 <br />W <br />O <br />O <br />***NOTE TO CONTRACTOR— <br />O <br />0) <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />LO <br />ti <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. <br />W <br />m <br />W <br />W <br />0 <br />LU <br />0 <br />O <br />LL <br />O <br />O <br />Q <br />O <br />W <br />Z <br />PROJ <br />O <br />Z DRAW <br />U <br />LLJ <br />CHKD: <br />W <br />a_ <br />X <br />a <br />m <br />0 <br />O <br />Q <br />U) <br />O <br />7,�F�/ V <br />U- N <br />SANITARY ISOMETRIC - RH ° <br />O <br />z <br />U <br />u1 <br />F- <br />X <br />W <br />M _ <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />114 <br />TT, f <br />tti <br />.1_w <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />>NMliiy <br />ot considered signed and sealed <br />nd the signature must be verified <br />a 3rd Party Certificate Authority <br />�n any electronic copy <br />W � <br />J z � W <br />O <br />Uj _ <br />Q ~ <br />Q 0 <br />M > Q Q <br />W LLI 0 <br />0 J w <br />LLl WN <br />Of X <br />LL <br />Q z <br />z <br />O <br />W <br />IZ <br />LL <br />W <br />Abbott Park Q <br />LOT 007-04-1 B w <br />Q <br />z <br />(D <br />ECT NO: W <br />2021.012598 0 <br />LL <br />N: - O <br />CD <br />LO <br />MJP U) <br />W <br />J <br />U <br />�jm LAN <br />No 85166 5 <br />= ' Docu3lpnad by: <br />L <br />4'- 0 <br />r — <br />• U <br />,; ;s� AiI <br />W <br />O E <br />,�rtilll0 <br />11-02-2021 <br />W <br />REVISIONS: <br />o. Description Date ~ <br />W <br />J <br />U <br />O <br />z <br />O <br />0 <br />ST=2 <br />