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DocuSign Envelope ID: 782EE58A-B8B4-4AE1-Al E3-BC7546D7A11F 2020 V 1.0 VERIFY AC COND LOCATION W/ SITE PLAN 3'-0" T-0' 70'-0" 1 -4 8--0" _ A ■ ■ - - - - - - - - - - - - • - - - -• - - - - - - - -• - - - - - - - -� ■ ■ ■ ■ �l■ ■ I H I I I - - N B I- - - - - - - - — - - - -- i■ 1 - / ' 14'-3" 1 I - N�----------- -- - - I- I ■ I NI T-2.D I I MI CY) I 0)1 04 I I 1 I 001 1 _ I . I 0� i I _ _-� T-2.D I■ ■ I �� 15'-11"--------- 2.-6„ 0.1 NI I ■ I _ _■ I s OPT 1-�----- of 0� I ■ I T T-2.D N1 -----1 I IC0 I I 1 I■ ■ `t ■- / I Z I ---- � I I IW00 1 I o A IOp 1 I I 1 i OPT00 - - - - - J - — I� �I i---I- ■ ■ v ■ Ix r - - - - - - - - - - - - - 1 1/2" I I 1 I I 4 5 I■ ■ I 1 I I T-2.D T-2.D '. o ■ ■ ■ I I — 4 ao r------ - - - - —_J I 0. I .4„ UNDER DOOR ■ I I ---I- 4 I l lI I T-2.D I 1 I I 9 1/2" 4W 1/2" --4'-6"- - *2'_14 - - - - - - 11'-5" - - - - - 2'-4 1/2" 20'-8 1/2" I T-2.D 1 4 T-2.D - - I I 29'-6" , 5'-0" JI 14'-0" I FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"04" 0.1 2 D/ SIM 9" CURB ly 4 r 5 T-2.D I T-2.D ■ ■ ao — — — — — — — — — — — — — — — — — — — — — — — — - fV _ ■ .■ ■ ■ _ I VERIFY AC COND M LOCATION W/ SITE PLAN 3'-0" on co GENERAL FOUNDATION NOTES: 0 0 W\ • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O CY HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. O • EARTH AND EARTH FILL SUPPORTING SLABS GRADE N#-- T. p ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND PEX c SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. j U COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED pp fv PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. Q (D • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE Cn CL SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT I (B EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB � IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. ch • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. LJL tds s • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J 4)SHEET ST-2D. true design studios z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX C) :3 N EDGE w/ (1) #4 CONT L"_I COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN W �C 16"SQx12" DEEP FTG u 24"SQx20" DEEP FTG H Z) N w/ (3) #4 EW (n��HO� a) EIE 30"SQx20" DEEP FTG F � 36"SQx20" DEEP FTG w/ (4) #4 EW w/ (4) #4 EW J m �1 - 48"SQx24" DEEP FTG HI #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY W w/ (5) #4 EW, T&B W NOTES ON ST-1 < n 1 1/2" SLAB EXTENSION AT FULL ROUGH fA OPENING WIDTH } (D z W W This item has been electronically 0 signed and sealed by Justin M Lanier, C:) PE on the date and/or time stamp CA shown using a digital signature. ***NOTE TO CONTRACTOR*** i Printed copies of this document are DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET �>NMby of considered signed and sealed nd the signature must be verified a 3rd Party Certificate Authority On any electronic copy U) BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z W ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. U) U W I.L. —� Z w LLJ O rn W QW Z_ U > Q Q W m W o o Q J W 2 o W W X J X LL U. z a Z O z H O W W O I - EL Z O a U tL p W Abbott Park Q O ___-- U) U- LOT 029-03 0 Q � _ _z Z r "0�� O PROJECT NO: W J 2021.009225 0 O U- Z DRAWN: -- O U JAR 0 WCHKD: U) MJP U) W J Q U IN L No 85166 • * DocuSigned by: .• * • Z O �i. • QT • W �'. E�TF1139EDEFd�� G7 O R 1 GN ` z '�•, �� N Ai �•,`` 0 07-28-2021 I- W l� _ REVISIONS: Q No. Description Date ~ — W Q SANITARY ISOMETRIC - LH o ---_ o z -- z = O U 0 W I- X ST=2 a Q CMUIMETAL CONNECTOR ENGINEERING