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)ocuSign Envelope ID: 9B33A170-OA27-4470-819D-9FEBF6D1A704 -coo 0 r` A 56'-0" 1'-4" T-8" VERIFY AC COND LOCATION W/ SITE PLAN I ■ r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - B I N I 1 I ST-2D Q1 � ,/ `... 17'-10" I I I L7 I N� ■ I I ST-2D OPT I I I g I z 1 U-1 1/2" 8'-4" I ,k - - - - - - - - - - - - ry 1 I O I 100 0., r—-- - - - - -J I- I ■ ■ ■ A Iwo ., \ iUj i 3,-4 A 2'-8" 1 I I 2'_81/2'--------14'-01/2"T ------- I OPT ST-2D I I B I --------I-----------J [.-- ■ ■ ■ I I I FT ■ ■ ■ - F---- --- _ �.. I ----- I I I - I■ ■■ q 5 1-4 1/4" I 1 ST-2D ST-2D X i --_T ■ I _ 5'-1 1/2" - 1 - - �'-- -1 I q I I I ST-2D I1 01. 1 " I - ■ 1 I I I I I 24'-5 1/2" I 5'-0 1/2" 1 T-6" 2'-4 J 201-8" UNDER DOOR IX I 1 I I 41 01. I I ST 2D 0- - ■ I 1 1 I 5 - I F ST-2D 1 ST-2D 0 ------------ - - - - -- -------� - --- !------------------------------- ■ ■ ■ ■ ■ ; ■ ■ ■ I ■ ■ VERIFY AC COND 5 LOCATION W/ SIM 9" CURB SITE PLAN ST-2D 60'-0" 65'-0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" 2'-4" v 0? cy M a CO 2020 V1.0 GENERAL FOUNDATION NOTES: CONCRETE SLAB ON R 1/ " • G ADE SHALL BE MINIMUM 3 2 THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O O • EARTH AND EARTH FILL SUPPORTING SLABS GRADE 0 LO APEX° ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,00 psf, AND 0 SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. `- I-- COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 0 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O') SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT c? EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB `- IN ACCORDANCE WITH THE BUILDING CODE. CONSULT (04 V ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE a INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL ILLs SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL _j tds �-i RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J N SHEET ST-21D. i 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 p 8"x8" DEEP THICKENED (�� 12" DEEP FTG UNDER BOX O EDGE w/ (1) #4 CONT FT COLUMN, FTG TO BE r Q) PROJECTED MIN 6" AS SHOWN W 24"LCJ 16"SQx12" DEEP FTG Lp_j w/ (3) #x42 E`DEEP FTG 011 HOMN' a) LE 30"SQx20" DEEP FTG 1-F-, 36"SQx20" DEEP FTG , f w/ (4) #4 EW I_l w/ (4) #4 EW -I m LJ 48"SQx24" DEEP FTG H #5 VERTICAL DOWEL TYP W w/ (5) #4 EW, T&B AS SHOWN, SEE MASONRY Q NOTES ON ST-1 _ 1 1/2" SLAB EXTENSION d AT FULL ROUGH OPENING WIDTH U Z W W ***NOTE TO CONTRACTOR*** w DR HORTON DOES NOT ALLOW FIBERMESH AS AN O ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET 0 BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT to � OMANUFACTURER AND DR HORTON. 2"0 VENT TO EXT \ I I I I SAN ISO Z U) � W W Z Z W m J O c� w w V W Z< 0 M > Q Q w W W w o J W 2 2"0 VENT V W W TO EXT .- J LL LL I I O 0 I 0 w Z O a W Abbott Park J Q O LOT 018-01 w ci Q Z z PROJECT NO: w O p j 2021.003455 w _ - -- o Z DRAWN: LDG U 0 wCHKD: LO MJP U) U X Q ,�011111111111111LA �� 00 i . �\ F . .� z_ .* Z "- STATE OF cn S�0i i Ai M,`, S' 0 03-19-2021 F= w U REVISIONS: w -- - _ Q No. Description Date w w (n J ABOVE THE CENTER LINE OF U THE HORIZONTAL DRAIN PIPE O I.--. O O z z 2 O U w F- X W ST=2 n (.MIIIMFTAI C.nNNF[.TC)R FNmNFFRINr.