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)ocuSign Envelope ID. 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 VERIFY AC COND LOCATION W/ SITE PLAN cV E0 nl 9 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND 0 CT HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. O O • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS � A P E 0 - ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND I C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N U COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED ap N PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O (D • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 0) SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT ' EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB 04 IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. cM • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS.tds • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J Q RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON -j 0)SHEET ST-2D. true design studios z l ---- O U) FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 cn NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O 8"x8" DEEP THICKENED rr�� 12" DEEP FTG UNDER BOX p 4- EDGE w/ (1) #4 CONT a COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN H cn Lcl24'(DEEP FTG U) DeN'RHOMO a)16"SQxl2" DEEP FTG 3) #4 E a w/ 3 #4 EW � Ej 30"SQx20" DEEP FTG 36"SQx20" DEEP FTG r L� w/ (4) #4 EW w/ (4) #4 EW m 48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP Uj r I � w/ (5) #4 EW, T&B AS SHOWN, SEE MASONRY Q NOTES ON ST-1 1 1/2" SLAB EXTENSION a AT FULL ROUGH U) OPENING WIDTH I.) - 65'-0" 60'-0" 2l_8" 2l A-Yll z - - - W SIM 9" CURB 5 ***NOTE TO CONTRACTOR*** I)f ST-211) DR HORTON DOES NOT ALLOW FIBERMESH AS AN p ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET 0O I 0) ■ i ■ ^ ■ ■ 1 ■ 1 ■ ■ ■ I ■ ■ - - - - - - - - - - - - - - - - - - - - - - - — I o I I 1 i 1 � I I■ 1 ■ I H `r C') I I 1 I 1 ■ I 1 `' I- ST-2D i _ J 1 I ST-21) ill — - I - 4 4 4 I ST-2D -4" 1 � ST-211) 1 24'-5 1/2" 5'-0 1/2" 1 71-6" I 2'-4" 20'-8" I I 1 I I I — - r , �— 1 ST-2D I I I UNDER DOORIN ■ I I I .. IX I 1 I I- 1 I _ 5'-1 1/2" _ _ _4'=6"_ � 4 I ■ I 'I bo I I 4 5 .. _.. _ ST-2D ST 2D I �I t I I I I■ ........... ........... ................. ..... ..... ....: Ilk ■ ■ �■ �- - - - - - - - - - - - - - - - - - - - - ■ ■ ■ 2' 8 1 /2"�------- 14'-0 1/2 " _ _ - _ _ - - I B I ,ice -- �` � 6 OPT L � I I O E3'- o 2l4 11 I p#' I r4" I 1 U_ O 011 t17— 1 0 0-- ■ ■ ■ L_ 163 I 1 B 1 �,- - - - - 10_11/2° - - - - gl�l I � I ■ \ I ■ I 1 1/2if T \ I 6 I OPT r-j I NI I 1 — ST-2D &4 1 d" I 0" iVI I 1 11 1 2------------ _------- 1 B I ST-211) 9I ■ I ■ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - —1- — — — — — — — — — — — — — — — —\ ...—....;— —! — — — — — — — — — — — — — — —J -4 T-8" o FOUNDATION-fLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" I VERIFY AC COND LOCATION W/ SITE PLAN 56'-0" 65'-0" CV 00 v 2"0 VENT TO EXT I I I I ABOVE THE CENTER LINE OF THE HORIZONTAL DRAIN PIPE LO zIt ti o O Cn Z Uj U) W LL Z Z W 2TVENT TO EXT I W C.)� � W O z I (7 > Q Q z o WQ J Uj Uj V W Uj 1 O X I LL � t- Z a I-- Q W H d Z O a U_ p W Abbott Park Q O �U U- LOT 018-02 W H Z_ z OPROJECT NO LU J 2021.006633 ° z DRAWN: O = JAR 8 U o LU CHKD: U') MJP U) a LU Q U %011111111111 (/) m �•'�,\G E z W No 85166 z = * •• -DTSigned by: •` * _ Q 4 1D EF4. U� O •• ','CQ z Z U) 111rllllll111�, O 05-18-2021 p F- W U REVISIONS: U_ T_ Q No. Description Date W _ Q 0 - ~O Z - -- O SANITARY ISOMETRIC w ° F- X ST=2 D_ (:MlIIMFTAI (`.nNNFf.T()R FN(,INFFRINr. BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON.