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DocuSign Envelope ID: 73183216-6612-4252-8453-A9FCC D-D2984 <br />E <br />0. <br />70'-0" <br />5 SIM 9" CURB <br />■ ■ ■ ■ (V ■ - I ■ IN IN <br />r---------------------------�-1- ---, --- I ---------------- <br />I I N o I I I I <br />I M I I 6" <br />3'-0" '-0' I +� I <br />I T-2.D I <br />VERIFY AC COND ■ <br />29'-6° _ L 5-0" 14'-0" <br />LOCATION W/ <br />SITE PLAN -- 01, I <br />I <br />— I 1 <br />I T-2.D <br />I <br />I <br />I <br />I <br />I <br />I <br />L— — — — — — — — — — <br />I <br />I — <br />I 1 1/2"- <br />I <br />I <br />I <br />I <br />Imo-_ <br />I <br />T-4" <br />:o <br />__ <br />4„ <br />3'-0" <br />Ilk — <br />VERIFY AC COND <br />LOCATION W/ <br />SITE PLAN <br />o I <br />i <br />— — — — — — — — — — — — — — — — — — — — — — — — -- 10? <br />I ■ I iv <br />4 5 I ■ <br />T-2.D <br />t` <br />�T-2.D - - <br />I <br />9 1 /2" <br />4'-7 1 /2" -4 -6 - 2'-1 " - _ 11'-5" - - - - I 2' 4 1 /2" - _ 20'-8 1/2" <br />< <br />- -- - <br />I ` <br />- <br />o <br />— - — 4 <br />T-2.D <br />I— 011 4" A <br />UNDER DOOR <br />■ I I � T-2.D - <br />I oo <br />I 1 I I <br />4 5 <br />I <br />■ I I _ I T-2.D T-2.D I■ - <br />■ I oo <br />I(D I I — — — — — — — — — — — — — -� I N M <br />I Z �I I L - - -I - ■ ■ � ■� <br />Cf 00 I 6 U 5 4' - I 5-0" <br />OPT <br />T-2.D <br />� I i I C?00 <br />IH <br />U)Q v I -'I I v <br />Iwo <br />Iwo 1 {(� I <br />�� I� 1 i T-2.D I ■ ----- �Z --- ■ <br />I6 L - - - - - - - - - - - - - I <br />- OPT 0.1 1 0" ■ I <br />T-2.D I <br />■ `r 1 I <br />I � � (DI I II <br />I 0" ■ I I <br />I T-2.D -t I- 00 <br />0O1 I I m <br />I I <br />I N I I -_ N� I■ I <br />;I wl I I <br />■ I T-2.113 57+`/2 col 14'-3" <br />------ - - ----I- <br />i I H_ I <br />j� I <br />I I I ■I <br />C? - <br />NJ <br />59'-10" - -. - _. __. 0" <br />FOUNDATION PLAN <br />1/4" - 1'4' WHLN PRINTED ON 22"x34" <br />(DOWELS VARY PER ELEVATION) <br />70'-0" <br />111-S <br />2020 V1.0 <br />GENERAL FOUNDATION NOTES:Aftoo\ <br />1. <br />• <br />CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND <br />p <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. <br />O <br />O <br />• <br />EARTH AND EARTH FILL SUPPORTING SLABS GRADE 0 <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,00 psf, AND <br />- <br />A PEX <br />0 <br />iW <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />N <br />U <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 />�- <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS <br />O <br />(D <br />• <br />IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />0') <br />Q. <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />M <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• <br />SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />N <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• <br />MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />_j <br />, <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE <br />STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). <br />ILL <br />LLItd <br />• <br />24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />J <br />Q <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />J <br />N <br />SHEET ST-2D <br />et'aAF? i r> t s>it><ica <br />O <br />FOUNDATION KEYNOTES: DC1 <br />U <br />9000 REGENCY SQUARE BLVD. <br />¢ <br />SUITE 100, JACKSONVILLE, FL 32211 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />0 <br />A <br />8"x8" DEEP THICKENED B 12'' DEEP FTG UNDER BOX <br />I <br />O <br />EDGE w/ (1) #4 CONT COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />W��r� <br />C <br />FTG <br />16"SQx12" DEEP FTG D W/ <br />Dilift"HOMN' <br />(3) 4 EWEEP <br />N <br />E <br />30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG <br />0 0 <br />� <br />4- <br />w/ (4) #4 EW _ w/ (4) #4 EW <br />J <br />m <br />48"SQx24" DEEP FTG <br />#5 VERTICAL DOWEL TYP <br />w <br />G <br />w/ (5) #4 EW, T&B <br />H AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />Q <br />1 <br />1 1/2" SLAB EXTENSION <br />a <br />AT FULL ROUGH <br />(n <br />OPENING WIDTH <br />>_ <br />z <br />W <br />(D <br />w <br />CD <br />This item has been electronically <br />CDsigned <br />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 />i <br />Printed copies of this document are <br />DR HORTON DOES NOT ALLOW FIBERMESH AS AN <br />ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET <br />LO <br />>.not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />OQon <br />any electronic copy I _ <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 />� <br />Ce w <br />7,1/V14 <br />W <br />z J z w <br />Uj O C) <br />m <br />W Q <br />L11 <br />W <br />z O <br />(D > ¢ <br />w m w C) 0 <br />Q J W W <br />w � <br />i X <br />LL � LL <br />� <br />Z `— <br />O z <br />� O <br />� W <br />O z <br />of <br />U W <br />¢ W <br />� Abbott Park J¢ <br />O W <br />¢ LOT 003-04-1 C o <br />z_ z <br />0 <br />(� U) <br />O PROJECT NO W <br />-j 2021.014965 0 <br />O ILL DRAWN-. O <br />U ASH o <br />LU <br />CHKD: LID <br />VA <br />x <br />w W <br />¢ U <br />Q <br />LIJL C_�3 <br />A�1&4dby:z�TE OF'�/U)w��.4671 �.ES 4OR\�,'�5... U <br />..1S1CNAO -00 <br />O 12-29-2021 p <br />� w <br />7�OP& U REVISIONS: _ <br />U- I-- <br />¢ No. Description Date <br />- - --- - - w <br />(n J <br />> U <br />0 W <br />SANITARY ISOMETRIC - RH o __ o <br />z -- O <br />_ 0 <br />U <br />W <br />H <br />X <br />W ST=2 <br />EL <br />CMUIMETAL CONNECTOR ENGINEERING <br />