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)ocuSign Envelope ID: FC94054D-7E43-4269-B70C-400359B309DD V1.0 GENERAL FOUNDATION NOTES: OP 8'-0" 59'-10" 0' ■ ■ - - - - - - - - - ■ ■ ■ I ■ 1 ■ ■ ■ , ■ ■ ■ - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - -' - - - i" � H :....:. .... ..... .... .....- NI I NI T-2.D C?l I■ I I I C?I 1 -4" I oil I I B ■ 1 I I I _ 1 I■ ■ Imo/—I--------151-11'-—--- �2'-6oil _ _■ I _ 6 -1 oil T T-2.D OPT 1 N1 — — — — I z I 1 1 I■ .� ■ ■— \ I 1 T-2.D -I— -- I U) I�0 I I o A I I 100 I 1 I � 1 I OPT T 2.D 64" 5.0„ Iwo — — J -- r-I r--------- ■ ■ v ■ ry I 1 1/2" 1 I I I I■ I I I I 4 5 I■ ■( 1 I I T-2.D T-2.D I T-2. D 1 1 1 C? ;\ r—————— — — — — —- I ;:........... I T-2.D oil 4" J EO --- A .. ........................... I 1 UNDER DOOR I I t- 1 I I 1 I 1 1 9 1/2" 1 4W 1/2" ——4'-6"— — _Z-1" — — — — — — 11'-5" — — — — — 2'-4 1/2" 20'-8 1/2" I T-2.D I --- T-2.D — \\ I I � VERIFY AC COND 29'-6" 5'-0" 14'-0" I LOCATION W/ - - — -- SITE PLAN ■ I I I of, T-0" -0' 1 T-2.D 1 I 4 5 O I I N1 : M I I I I■ — — — — — — — — — — — — — — — — — — — — — — — o 5 SIM 9" CURB T-2.D VERIFY AC COND -�9 LOCATION W/ SITE PLAN 3'-0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" N 0 is • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND a HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O77 O • EARTH AND EARTH FILL SUPPORTING SLABS CI GRADE 0 � APEX ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND C SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N U COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED op (D PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O a) • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O Q 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 04 IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. c? • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE � d C, INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL _j t S RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J a)SHEET ST-2D. true design studios Z _ O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD.'' NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN SUITE 100, JACKSONVILLE, FL 32211 OI EDGEDEEP w (P) #4THICKENED D B COLDEEP FTG UMN, FTG TO BER BOX O c`a PROJECTED MIN 6" AS SHOWN W 24"SQx20" DEEP FTG a)C 16"SQx12" DEEP FTG DI w/ (3) #4 EW U) DoRsHOMON' N 30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG 0 s E w/ (4) #4 EW w/ (4) #4 EW _I 00 L#5 VERTICAL DOWEL TYP I 48"SQx24" DEEP FTG W e I w/ (5) #4 EW, T&B l H AS SHOWN, SEE MASONRY ~- NOTES ON ST-1 < CI 1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH ) N Z W (D W O O O ***NOTE TO CONTRACTOR*** - - DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET I�f)>= BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING z a ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BYPRODUCT w MANUFACTURER AND DR HORTON. U U. N - - w L.L z J Z w 00 LU O Cn w w Q Z_ (D > Q Q w w o o � -w LU LLI w ,d. J X LL LL O OZ W d z O a- U IL w Abbott Park C 0 U_ LOT 004-03 0 H _z z PROJECT NO: w 2021.003498 w = DRAWN: LDG o �A U O 51_ Ljj CHKD: - — L0 Ild ~ MJP � X w LU gP�oN\ 1 Q `�rrrrri��►�� U) -110 A/V 5 ♦ 1 0 • �ceSi��edby Z P� V w O ,r MATE OF : �k/� Is Q �, 5If 4 6 Iq I D ♦♦ 435... z 'bo�_O 03-23-2021 p vV ~ w REVISIONS: LU L U_ _ T_ Q No. Description Date w J SANITARY ISOMETRIC 1 __ o = o U w x w ST=2 CMU/METAL CONNECTOR ENGINEERING