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DocuSign Envelope ID: B67BDD2C-EF84-4A8D-9270-E2E89C8E5E1C 9'-01, 56'-0" T-8" VERIFY AC COND LOCATION W/ SITE PLAN I on -- - - - - -- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■... ■ ■ ■ I- - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - -i . , I L. I o 1 `4 ST-2D N' I 1T-10" - - - - I Y - I 1 ih1 � I 1 � � a •...1 i ST-2D 1 I 1 r1 ST-2D t — � 1 1/2"_■ 1 _ 6 �,� ■ I_ 80 ■ I I ST-2D OPT 1 ? 0 -1 1/2" 8, -- __.......... -4�, 1 ---- 1---_ _- - - - --; 100 I 10o „ r _.._. ao I U)■ ■ ■ 0o I - I �._., ( u) -I A l 1 w g w I w :- 1 I c� T-4" .. _.2'-8" I I I 1 1 OPT - =�._.� I 2' ..---8 1/2" ... - - - 14'-0_1 /2" ST-2D B r ---- M I I ■ 4 5 = 1 1'-4 1 /4" I 1 ST-2D ST-2D f.....___ I _ - T C9 ■ 1 _ 6-11/2"---4-6-- -----1V-8" I I I �#1 -- I 0 1 `=� i 1 , µ _ N I L — - �-�- I I UNDER DOOR 1 24'-5 1/2" 1 5'-0 1/2" 1 T-6" 2'-4" 20'-8" 1 1 I 1 q I 1 4" I i 0„ ST-2D �I _ - 1 - 4 q�--- `- ------ I I I 5 ■ I 1 ; ,. 1(�— ' , I I ST-2D ST-21D-- _ I - - - - - - - - - -I- - - - - - - - - - - - - - - � - - - L - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - — VERIFY AC COND 5 LOCATION W/ SIM 9" CURB ST-2D SITE PLAN 60'-0" 2'4" 2'-4" 65'-0" 13O UNDA MO N PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" v60 ui O a N 2" 0 VENT TO EXT \I I I I - ... ........... ... - - - - .. _ .. 2020 V1.0 GENERAL FOUNDATION NOTES: ..... ........ - • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICKAND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. • EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE 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 IN ACCORDANCE WITH THE BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS. SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-21). FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHHE�ERE SPECIFIED ON PLAN DEEP E1) #4THICKENED L_J COLDEEP FTG UNDER UMN, FTG TO BE BOX A- EDGEw// PROJECTED MIN 6" AS SHOWN 6 16"SQx12" DEEP FTG E 30"SQx20" DEEP FTG w/ (4) #4 EW (� 48"SQx24" DEEP FTG " w/ (5) #4 EW, T&B (� 1 1/2" SLAB EXTENSION L ' J AT FULL ROUGH OPENING WIDTH 24"SQx20" DEEP FTG _ w/ (3) #4 EW []F 36"SQx20" DEEP FTG LJ w/ (4) #4 EW #5 VERTICAL DOWEL TYP a AS SHOWN, SEE MASONRY NOTES ON ST-1 -NOTE TO CONTRACTOR' DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. U) fn W z In W W (D W Q ❑ 2"0 VENT U. TO EXT O J LL I I 0 I I O f1. O Q O LL Q z 0 z U W X W d X m LU LLJ z U) 0 H LL U) ABOVE THE CENTER LINE OF THE HORIZONTAL DRAIN PIPE 0 J z SA N ISO - IH 0 w X W a O O N u7 N O V O O N N M J LL W J J z O Q O O T_ W U) ❑ J m W Q U z W (D W O O O 0) I ti IT L0 r- 0 U C7 O APEX -�0 tdsfl. ..-, i true design studios N 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 N O U)� W LLm W _ Z W J p W V Q O > < 0 W LLI LLJ w LLI � - LL) W X LL �- z 0 0 z d W Abbott Park LOT 45-03 ❑ ------ -------- __ W Q C� PROJECT NO; LU 2020.004108 ❑ LIL _ _........_..---- ---....._.. _...._.._....._.... 0 DRAWN. KLH o .......................... _........ . .. _.......... O -- -_..._ _ _ CHKD' Lf) EAF U) (iRR .,� cn ` c7d8fdnea bye w ' 0•••Sf'14437... z 06-05-2020 p W REVISIONS: w I- No. Description Date -------__.._._ _ _ .._._..._......_......._. w J fn � O z �_ I -._................ --- ............._._..._ __.... ST=2 CMU/METAL CONNECTOR ENGINEERING