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DocuSign Envelope ID: BA90027F-306F-48B1-A537-1FF164EA6312 'I Y b, bo VERIFY AC COND LOCATION W/ SITE PLAN 65' VERIFY AC COND LOCATION W/ SITE PLAN i ■ ■ — — — — — — — — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I o - B ivl (�„ i `0,� ST-2D I / -------1----------- LO I I I m I I � ST12D NI _ 1 I NI I ■ I 1 1/2" ■ ■ 1 I ST-2D OPT I I z I 10'-1 1/2" 8-4- - B I■ o ,k ------ ---- �- I� IOo 0.. F-—-- - - - - -J AJ I U0�� (tTC- A 1 L I 3-4' 2'-8„ 1 I I \ I g I I 2'-8 1/2" - - - - - - - 14'-0 1/2" OPT ST-2D T_ — — —I — — — — — — — — — — — — - - ■ ■ ■ I. IT — ■ ■ ■ . _ r- - - - - - I I I I ■ 1 I 4 5 ST-2D ST-2D I 1X � 4 I - ■11/2"--,,c--4=6-- -----11'---------I I 4 rn I i 0•1 1 :........: I I I I 1 ... - ■ I I I 1 I I 1 I ST-2D I I 1 A, I UNDER DOOR 01 I 24'-5 1/2" 5'-0 1/2'. I T-6" Z-4" 20'-8" 1 I I 41 I I ST-2D `-�I 4_ - I I 0`- I - - - - i - ; I 5 ' ■ 1 1 I I I ST-2D 1 _ ST-2D N o f I I - - - - - - - - - - - - - - - - - - - - i- - - - - - - -� - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - — -� ■ I ■ lk ■ ■ ■ I NN ■ ■ ■ I ■ ■ I'O UNDA MO N PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" SIM 9" CURB 5 ST-2D 2'-8" L 2'4" -v d 00 Ln �co Omm N 2"0 VENT TO EXT �\ �I I I I I XAI^ A GENERAL FOUNDATION NOTES: o • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O p • EARTH AND EARTH FILL SUPPORTING SLABS GRADE IS LID APEX O ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. j U COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED 00 PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR 4 CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O q) • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT FOR ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. • SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB 0 IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N 5 ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. c7 j • 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 Ld tds 0 RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J N SHEET ST-2D. true design studios z FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 18"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX p I I EDGE w/ (1) #4 CONT DB I COLUMN, FTG TO BE � CA PROJECTED MIN 6" AS SHOWN w cr C F- (— 24"SQx20" DEEP FTG N C� 16"SQx12" DEEP FTG w/ (3) #4 EW (n 01HOMON' 0 IL 30"SQx20" DEEP FTG j 36"SQx20" DEEP FTG hffeffko� r w/ (4) #4 EW LF w/ (4) #4 EW J #5 VERTICAL DOWEL TYP co 148"SQx24" DEEP FTG w - w/ (5) #4 EW, T&B AS SHOWN, SEE MASONRY Q� NOTES ON ST-1 1 1 1/2" SLAB EXTENSION AT FULL ROUGH (A OPENING WIDTH } N z w 0 w "`NOTE TO CONTRACTOR` DR HORTON DOES NOT ALLOW FIBERMESH AS AN O ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET 0 rn BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING I ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. Z O U) W w w m z LL in Z LU _ J O Un w w w Z Q O W / 0 0 m Uj w w 0 0 2"0 VENT W - TO EXT 0 LIJ J x LL LL �- I I O z O I w w D_ z O a U Abbott Park Q O U_ LOT 008-02 _ o H Z_ Z } 0 C� U) O PROJECT NO: w J 2020.004112 m O LL z O DRAWN: — - - — U KG o --- - o w CHKD lid EAF U) a J U !d b�j!: _ m �wgn� z po 2 Z � Q z STATE. OF . �ZU 0 Uj .� .�4437. z U) 0 06/02/2020 1= w U REVISIONS: w Q No. Description Date w U ABOVE THE CENTER LINE OF THE HORIZONTAL DRAIN PIPE 0 - O Z Z U 0 SA N ISO - L11 w I- X w ST=2 CMU/METAL CONNECTOR ENGINEERINGa