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DocuSign Envelope ID: EC066725-7D29-4A3B-9C59-8F7C9564FC7B <br />2020 V1.0 <br />51, <br />� t <br />0 4 <br />5 <br />T-2.D <br />r - - - <br />-- ----- rl.....�------� - - <br />I. <br />co I I NI CD <br />co <br />-6 <br />T-0" ,-0' <br />T-2.D <br />VERIFY AC COND ■ I <br />LOCATION W/ le 1 <br />29'-6" I 5'-0" <br />0" <br />SITE PLAN <br />70'-0" <br />SIM 9" CURB <br />F- - - - - - - - - - - - - - - - -I <br />:I I <br />I <br />I <br />T-0" <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />I <br />■ <br />■ <br />- - - - - - - - - <br />- - - <br />L <br />1 <br />I 4 <br />1 I T-2.D <br />I <br />T-2.D 4'-7 1/2 4'-6" 2-1 _ _ _ _ _ 11 -5' _ _ _ _ _ 2'-4 1/2 20'-8 1/2 <br />I I I I <br />I I 1 4 <br />■ I 1 ---I- T-2.D � <br />................... <br />I I \ <br />1 UNDER DOOR <br />1------------- <br />I <br />■ ■ ■1 0 <br />I <br />I ---I- 1 <br />4 5 <br />■ I -- I T-2.D T-2.D I■ <br />I IO I I - - - - - - - - - - - - - J <br />`\ Io L--- --- ■ ■ -v ■ <br />1 U) 0 �I I G I 5-4-5'-0" 1 <br />I O I OPT <br />D 1 T-2.D o I <br />I 1U) I 1 <br />1 I U j I 1 I -4" I <br />I I ----— <br />I�� I i T-2.D I ■ ■ ■ - <br />IL — — — — — — — — — <br />FOUNDATION PLAN <br />1/4" = 1'-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 LINO. <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 />0 <br />U <br />O <br />O Q <br />N 0 <br />APEX <br />N U <br />co v <br />O t13 <br />O � <br />CU <br />e— ems' <br />N <br />co <br />J <br />LL <br />W <br />J tds ,Q <br />J � <br />true design studios > <br />Z <br />O <br />c1% <br />FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />co <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN p <br />8"x8" DEEP THICKENED <br />12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />O <br />EDGE w/ (1) #4 CONT <br />PROJECTED MIN 6" AS SHOWN <br />W <br />�C <br />16"SQx12" DEEP FTG <br />24"SQx20" DEEP FTG <br />H <br />�" � <br />' <br />N <br />� <br />w/ (3) #4 EW <br />(A <br />N <br />30"SQx20" DEEP FTG <br />36"SQx20" DEEP FTG <br />j <br />w/ (4) #4 EW <br />w/ (4) #4 EW <br />J <br />m <br />❑48"SQx24" <br />G <br />DEEP FTG <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />W <br />- <br />w/ (5) #4 EW, T&B <br />W <br />NOTES ON ST-1 <br />Q <br />1 1/2" SLAB EXTENSION <br />_ <br />AT FULL ROUGH <br />OPENING WIDTH <br />I- <br />U <br />Z <br />W <br />0 <br />W <br />OThis item has been electronically <br />O signed and sealed by Justin M Lanier, <br />5, PE on the date and/or time stamp <br />shown using a digital signature. <br />***NOTE TO CONTRACTOR*** <br />Printed copies of this document are <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />not considered signed and sealed <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET>01by <br />nd the signature must be verified <br />a 3rd Party Certificate Authority <br />�n any electronic copy I _ <br />O <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />Z <br />W <br />ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT <br />MANUFACTURER AND DR HORTON. <br />1 <br />U_ <br />z <br />7 71, <br />W <br />LL <br />Z W <br />z <br />m <br />LLJ O v, <br />W <br />W <br />W <br />Q <br />Z <br />O <br />Z <br />m W Q <br />Q 0 <br />W <br />0 <br />Q W W <br />o <br />X <br />J <br />LL <br />LL� <br />Z <br />O <br />� <br />Z <br />< <br />O <br />�W <br />O <br />H <br />Z <br />O <br />n_ <br />U <br />U_ <br />o <br />Abbott Park <br />W <br />Q <br />O <br />U) <br />Q <br />LOT 006-04-1 C <br />0 <br />U <br />Z <br />Z <br />} <br />w� 7 OJ <br />U <br />CD <br />W <br />0 <br />PROJECT NO: <br />O <br />2021.014962 <br />LL <br />Z <br />DRAWN: <br />ASH <br />O <br />o <br />U <br />\ S1,7 W <br />X <br />U') <br />cn <br />CHKD: <br />VA <br />�.; W <br />a. <br />Uj <br />� Q <br />Q <br />U <br />3,e Q <br />7 SqN <br />j1N Lq/V <br />00 <br />�'��- E SF•'9 '': <br />.•' <br />z <br />W <br />Z <br />No 85166 <br />DocuSignedbj:* <br />Q <br />I'T <br />0 <br />- -p : <br />�. <br />• !Y - <br />§TATE OF •�/� <br />3g <br />S'qN <br />a <br />Z <br />.?� <br />i0,� w 3F4671 ,;0i <br />.,Fs • o R X 8, •�,\,.% <br />'• 31�!V E%C%* <br />z <br />�. <br />W <br />All- <br />II1111 It <br />;7 7 38SO <br />12-29-2021 <br />0 <br />7�loF& c~j <br />W <br />REVISIONS: <br />W <br />I- <br />W <br />No. <br />Description <br />Date <br />� <br />J <br />Q <br />SANITARY ISOMETRIC - RH <br />0 z <br />z <br />2 <br />U 0 <br />W <br />I- <br />X <br />W ST=2 <br />a. <br />CMUIMETAL CONNECTOR ENGINEERING <br />