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DocuSign Envelope ID: FF875270-6EF9-44CE-896A-F76FB6A8ECA0 <br />2020 V1.0 <br />M <br />N <br />M <br />I <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />3'-0" T-0' <br />70'-0" <br />59'-10" 0, <br />I — <br />■ ■ - - - - - - - - - ■ ■ ■ I ■ ■ ■ ■ ■ ■ <br />■ - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - — - - - - - <br />I H I I I __� -I ■ <br />— — — — — — <br />1 <br />I <br />■ 1 T-2.D I I <br />I C14I MI <br />I I `'' I --� 1 ■ <br />I <br />- <br />1 4„ I 0" <br />`� ■ I I I - I I <br />■ I U 16-11"iv I <br />- <br />I-- - - - - - - - - - - - - - - - - - -/- 01. <br />■ I ■ 1 6 I ( a l0�' - I■ <br />T T-2.D OPT I NI � - ----J <br />I <br />o I I T-2.D -I— -- � I <br />1� I <br />1 100 i b A I <br />1 I <br />I � I OPT T 2.D I 5,�„ <br />i v 0 til I I I ,III' <br />I I `_ I I 1 1■ <br />n 1 <br />1 1 1/2 I I I 4 5 I■ <br />1 - ■ I_ 1 I I I T-2.D T-2.D <br />I - - N <br />00 <br />■ ■ ■I <br />r------- - - - - -J <br />I I off <br />J <br />UNDER DOOR <br />9 1 /2 <br />1 4'-7 1 /2" I 4'-6" 2'-1 " I 1 V-5" I 2'4 1 /2" 20'-8 1 /2" <br />I_ 1 <br />I T-2.D I <br />4 _ <br />T-2.D <br />■ <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />29'-6"-_ <br />5'-0" 01 14'-0" I <br />oil <br />I <br />I Il I I <br />J— #— L- — — — — — — — — — — — — — — — J <br />5 I SIM 9" CURB <br />T-2.D/ <br />70'-0" <br />00 <br />v <br />0o <br />N <br />0 <br />i0 <br />_ 4 r5 <br />T-2.D T-2.D I ■ <br />■ oo <br />_� <br />■ .■ I ■ ■ 14 <br />I <br />VERIFY AC COND <br />M LOCATION W/ <br />SITE PLAN <br />* 3'-0"� F <br />v <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />O <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <br />O <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />LO <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 />04 <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />00 <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 />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />04 <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />cr> <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />Li - <br />SECTIONS. <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 />_I <br />SHEET ST-21). <br />5; <br />z <br />O <br />FOUNDATION KEYNOTES: DC1 <br />U <br />Q <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />-� <br />8"x8" DEEP THICKENED <br />12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />p0 <br />EDGE w/ (1) #4 CONT <br />PROJECTED MIN 6" AS SHOWN <br />W <br />16"SQx12" DEEP FTG <br />j D j <br />�.-i <br />24"SQ 2 E1DEEP FTG <br />i <br />w/ <br />EEI130"SQx20" <br />DEEP FTG <br />36"SQx20" DEEP FTG <br />6 <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />m <br />n <br />48"SQx24" DEEP FTG <br />I <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />W <br />-J <br />w/ (5) #4 EW, T&B <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION <br />J <br />L ' 1 <br />AT FULL ROUGH <br />U) <br />OPENING WIDTH <br />} <br />U <br />z <br />W <br />W <br />O <br />O <br />O <br />***NOTE TO CONTRACTOR*** 0) <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET — LO <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. V) <br />- - -- w <br />m <br />W <br />W <br />z <br />z <br />w <br />Q <br />0 <br />LL <br />z <br />O <br />O <br />a. <br />O <br />U <br />Q <br />W <br />O <br />LL <br />Q <br />Z <br />,\,� <br />J <br />O <br />I <br />U <br />W <br />X <br />W <br />�J <br />W <br />Q <br />TO <br />co <br />m <br />z <br />O <br />W <br />Q <br />�l <br />z <br />fn <br />�GT <br />LL <br />Q <br />U) <br />SANITARY ISOMETRIC - LH ° <br />J <br />z <br />U <br />W <br />I- <br />X <br />W <br />d <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />6 & a <br />� eAA - <br />s <br />tds.Q <br />true design studios <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 />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />�on any electronic copy <br />vJ <br />Q W <br />J z � <br />�W <br />LLJ 0 vJ <br />Q <br />Q 0 <br />/ Q Q <br />m W o <br />0 J W w <br />W W � <br />� <br />X <br />Q LL r- <br />O <br />0 <br />Lli <br />- <br />z <br />LL <br />W <br />Abbott Park J <br />U <br />LOT 022-02 0 <br />- Q <br />0 <br />co <br />PROJECT NO: W <br />2021.009232 0 <br />LL <br />O <br />DRAWN: <br />CD <br />O <br />CHKD: l!) <br />MJP (Al <br />W <br />J <br />U <br />'tttttll11111111, to <br />.% ,I IN LA/� /, 0,� cA <br />No 85166 <br />L <br />ir..�Ff1Q1D�EF4�5.�C/ Z <br />i A, �44/� <br />i ....• <br />07-29-2021 <br />W <br />REVISIONS: LIJ <br />No. Description Date ~ <br />�- W <br />J <br />U <br />G7 <br />z <br />O <br />0 <br />ST=2 <br />