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DocuSign Envelope ID. E631B9FE-6304-4D2E-AC92-45D1657A06BB <br />2020 V1 _0 <br />GENERAL FOUNDATION NOTES: <br />dallil <br />T-0" <br />VERIFY AC COND <br />q LOCATION W/ <br />SITE PLAN <br />SIM 9" CURB <br />T-2.D o <br />■ ■ ■ ■ N'■ ` I ■ IN ■ ' ■ ■ ' ■ ■ <br />I- — — — <br />r- - - - - - - - - - - - - - - - - - - - - T - - - - - - �I - - - - - -I - - - -. F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />M I II <br />o I i I I I■ <br />_ q 5 ■ <br />C`' I I .zt�76" I -- - T-2.D T-2.101 <br />3'-0" '_0 i T 2.D <br />VERIFY AC COND ■ I 29 -6„ I 5'-0" 14'-0" <br />LOCATION W/ <br />SITE PLAN 0'I <br />y _ - 1 9 1/2" <br />zo I T-2. D 4 -7 1/2" 4'-6" 2'-1 " 1 V-5" I 2'-4 1/2" 20'-8 1/2" <br />I I I - <br />I <br />i I � <br />■ � .:.. I I T-2.D � <br />.......... <br />-4" A \ <br />UNDER DOOR <br />L------- - - - —- <br />, <br />_ _ 4 <br />■ ■ ■ I I � T-2.D - <br />I I ao <br />I I 1 I <br />T-2.D T-2.D I ■ <br />I <br />oD - - I I ■ <br />I <br />O O �I I OPT 6 15 -4 5 0 <br />I cn � i T-2. D I o I <br />fn U A <br />ILug I I 'v C I <br />LIJ <br />U (� <br />I I IN ■ _ ■- <br />II I L—---- - - - - I - <br />- - 6 OPT I 0" 01. <br />I ■ <br />T-2.D <br />16-11 <br />..... .... L... a <br />I - tNl <br />041 <br />I opI I <br />a� I <br />N� I ■ <br />I <br />zx)I _....... NI I <br />I M ■I <br />I -3 <br />I I T-2.D 5„- - - - - --14'" <br />--- - <br />1 I I <br />I- <br />B� I I ------ I ■ <br />_. <br />I <br />■ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T- - - - - - - - - - - - - - - - - - - - - - - - <br />FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"04" <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 />N <br />EARTH AND EARTH FILL SUPPORTING SLABS GRADE <br />� <br />CI <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />0 <br />APEX <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />CN <br />N <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 />p <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 />�- <br />SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />� <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />N <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />M <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />J <br />III <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE <br />D- <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <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 />true design studios <br />Z <br />O <br />FOUNDATION KEYNOTES: DC1 <br />U <br />9000 REGENCY SQUARE BLVD. <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />U8"x8" <br />DEEP THICKENED <br />EDGE w/ (1) #4 CONT <br />��� <br />L"J <br />12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />0 <br />PROJECTED MIN 6" AS SHOWN <br />W <br />�C <br />16"SQx12" DEEP FTG <br />FDJ <br />W4' 3 #4 E1DEEP FTG <br />DaRsH019ON' <br />I-� <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />L' rC l <br />I <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />J <br />j r <br />t <br />48"SQx24" DEEP FTG <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />W <br />NOTES ON ST-1 <br />1 <br />1 1/2" SLAB EXTENSION <br />Z) <br />AT FULL ROUGH <br />OPENING WIDTH <br />Z <br />W <br />W <br />W <br />I <br />O <br />This item has been electronically <br />O <br />signed and sealed by Justin M Lanier, <br />O <br />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 ANot <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />IT <br />LO <br />considered signed and sealed <br />nd the signature must be verified <br />>01�by <br />a 3rd Party Certificate Authority <br />On <br />any electronic copy <br />BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING <br />TREATMENT TO BE DIRECTED BY PRODUCT <br />Z <br />ORGANISM APPLIED AS <br />MANUFACTURER AND DR HORTON. <br />c <br />U <br />1.1/46 <br />11?)� <br />W LL. <br />J zW <br />W O Cn <br />W <br />W Q <br />w O <br />Z <br />cD > Q a <br />w W o <br />o Q W W <br />W W <br />OX <br />LL-LLi - <br />Z Z <br />O O <br />of �L11 <br />O F- <br />a Z <br />Of o a <br />U W <br />p W <br />Abbott Park Q <br />O W <br />Q LOT 009-04-1 B W <br />Z_ Z <br />} O <br />PROJECT NO: W <br />we 1 O 2021.012600 <br />Z _ _- O <br />DRAWN: <br />CD o <br />U <br />\ S 7 W CHKD: � <br />1 � � V MJP <br />X � <br />a J <br />Ui <br />/ w 3$ Q � cn <br />1 S'1N LAA I'14- � cn <br />m `�. • ��CENS� • .�� Z <br />` No 85166 ;. <br />W ` <br />— Do%Slgned by: • Q <br />p '. ATOF 44/ 1 <br />W 0 O. , �Cf03F4671DACDEF43§•.. ` <br />i Q i� S �� Z <br />Z �,,�S�0NA <br />'� cn �rrrrr <br />< 1 3Qsgti O_ 11-01-2021 <br />`7 F- W <br />1�OP& U_ REVISIONS: ILLI <br />LL - F- <br />No. Description Date W <br />to J <br />� U <br />cn <br />SANITARY ISOMETRIC - RH o Z <br />z <br />= 0 <br />U <br />W <br />F- <br />X <br />W ST=2 <br />a <br />CMWMETAL CONNECTOR ENGINEERING¢ <br />