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DocuSign Envelope ID: 44AFD156-ODDO-42C9-9CO6-36A957C723F8 <br />2020 V1.0 <br />7n'-n'- <br />1 8--0" <br />59'-10" <br />j0" <br />_ <br />■ - - - - - <br />- - - - - - - - - - - - - - - <br />1 <br />- - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - <br />- - - - - - - - <br />-, - - - <br />- bI- - - - - - - - — - <br />N <br />- - - - <br />B <br />I H <br />- 14'-3" --- <br />- - - - - <br />I - <br />1 <br />. ....... <br />N--I------ <br />...... .. <br />I <br />■ I <br />_ I T-2.11) <br />N <br />�I <br />-? <br />I ■ <br />O...... <br />1 <br />I <br />I ; <br />. <br />I <br />aoI <br />- <br />1 <br />- <br />co <br />1„1 <br />�I 0�� <br />I <br />.- <br />� � <br />- — <br />I <br />... <br />i <br />■ I <br />I I <br />I■ <br />B <br />■ Imo' <br />—I--------15'-11"---------�K <br />2-6' 0.. C\1I <br />%�—{ <br />Y <br />N <br />■ <br />•T T2.D OPT <br />L <br />N <br />04 <br />Ou <br />I <br />— <br />—------- <br />r <br />■ <br />■ <br />I <br />1 • <br />A I Z -I - — ' <br />p I T-2.D I {— I <br />I <br />I <br />I IY 0 <br />I000 <br />I <br />I <br />I <br />6 <br />q A <br />I <br />bo <br />C? <br />ai <br />I OPT <br />T-2.D I 5 -4 <br />5 0 <br />I LU a <br />�1 <br />I <br />- <br />I <br />100 <br />LLJ <br />�I <br />--------J <br />- I <br />-- <br />■ ■ <br />■ <br />I <br />I <br />I <br />1 1/2" <br />— ■ I 1 <br />I <br />1 I <br />I <br />I <br />I <br />I <br />I----------------1 <br />4 <br />T-2.13 <br />I <br />5 I■ <br />T-2.11) <br />■ <br />o0 <br />`' <br />00 <br />ch <br />I <br />- - N <br />■ ■ <br />■ I <br />1 .............. <br />-4 <br />- 4 <br />r- — — — — — — <br />— — — — — <br />,::. _ <br />I <br />T-2.D <br />I <br />I <br />0�� I <br />4„ <br />UNDER DOOR <br />■ I <br />I ---I- <br />4 <br />- <br />9 <br />I <br />I � <br />I <br />ZD <br />ZD <br />I <br />I_ <br />I T-2.D <br />I �6�'I � �� I 11'-5 1, <br />4'-7 1/2�� 4_ <br />- _ -- _ - - - <br />1 <br />4 <br />I 2'-4 1/2" <br />_ <br />20'-8 1/2" <br />.. <br />I <br />I <br />T-2.D <br />- - <br />VERIFY AC COND <br />LOCATION W/ <br />29'-6 _ <br />_� 5'-0" 14'-0" <br />- - <br />SITE PLAN <br />3'-0" ,-O, <br />■ I <br />I <br />1 <br />I 0" <br />I <br />- <br />o <br />I <br />T-2.13 <br />I <br />I <br />{} <br />N, I I I <br />� 1 <br />-- I <br />4 <br />5` <br />T-2.D <br />I■ <br />■ <br />i70 <br />Z-) <br />i— — — — — — — <br />— — — — — — — — — — — — — — + — — <br />— — — — �I-, — — — — — —I — — — — L — — — — — — — — — — <br />— — — — — J <br />— — — — — — <br />— — — — — — — — — — — — — <br />— — — — — -� <br />iv <br />o <br />5 <br />T-2.D SIM 9" CURB <br />I <br />VERIFY AC COND <br />o <br />9 <br />LOCATION W/ <br />SITE PLAN <br />3'-0" je <br />70'-0" <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND <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-2D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <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-2D. <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />8"x8" DEEP THICKENED <br />A <br />EDGE w/ (1) #4 CONT <br />C� <br />16"SQx12" DEEP FTG <br />�30"SQx20" <br />DEEP FTG <br />E <br />w/ (4) #4 EW <br />G <br />48"SQx24" DEEP FTG <br />w/ (5) #4 EW, T&B <br />1 1/2" SLAB EXTENSION <br />AT FULL ROUGH <br />OPENING WIDTH <br />B 12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />D 24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />F 1 36"SQx20" DEEP FTG <br />I w/ (4) #4 EW <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />"`NOTE TO CONTRACTOR""" <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />O <br />O <br />N <br />N <br />00 <br />1' <br />O <br />O <br />i <br />N <br />N <br />co <br />J <br />LL. <br />W <br />J <br />J <br />z <br />O <br />U) <br />Y <br />a <br />O <br />O <br />T11- <br />1-- <br />0 <br />J <br />m <br />W <br />Q <br />U <br />z <br />W <br />W <br />W <br />O <br />O <br />O <br />O <br />ti <br />L0 <br />z <br />U) <br />W <br />z_ <br />C0 <br />m <br />W <br />W <br />(D <br />W <br />4 <br />0 <br />I_ <br />0 <br />O <br />a - <br />Of <br />U <br />Q <br />0 <br />J <br />LL <br />Q <br />z <br />(D <br />0 <br />z <br />0 <br />W <br />X <br />W <br />a_ <br />X <br />Q <br />m <br />45A W <br />z <br />O <br />W <br />Q <br />U) <br />Z) <br />O <br />H <br />LL <br />Q <br />U) <br />0 <br />SANITARY ISOMETRIC - LH ° <br />O <br />z <br />0 <br />W <br />I— <br />X <br />W <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />PPS <br />E <br />0 <br />U <br />c' APEX _F0; <br />tds -6 <br />True design studies (D <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <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 />not considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />n any electronic copy v <br />W <br />LL <br />J <br />Z � LU <br />W O U) <br />er <br />Q � G <br />U <br />LU <br />0 <br />G <br />�j <br />W <br />QU. <br />PROJECT NO: <br />Abbott Park <br />LOT 030-02 <br />2021.011077 <br />DRAWN: <br />KME <br />CHKD: <br />MJP <br />• No 85166 <br />LDocuftned by: : *' <br />r <br />••....••• <br />•���'S �01 <br />0 N A� E����� <br />09/16/2021 <br />REVISIONS: <br />No. I Description Date <br />ST=2 <br />W <br />ti <br />X <br />z <br />0 <br />W <br />H <br />z <br />x <br />d <br />LL <br />W <br />J <br />0 <br />UJ <br />0 <br />W <br />Z <br />(D <br /><n <br />W <br />0 <br />LL <br />0 <br />O <br />L0 <br />U) <br />W <br />_1 <br />U <br />07 <br />0n <br />z_ <br />U' <br />z <br />0 <br />W <br />W <br />W <br />_J <br />0 <br />U) <br />0 <br />z <br />O <br />0 <br />