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DocuSign Envelope ID: 82C92949-7F25-4CCA-96BE-E7FE1C6E6CB1 2020 V1.0 65-0" 9'-0"01 56-0" 1 -4" T-8" VERIFY AC COND LOCATION W/ SITE PLAN I �I ■■-- — — — — —— ■ ■ ■ ■ I ■ ■ ■ ■ l■ ■ ■ ■ ■ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — g I 1 N - 1 I .1 ST-2D / W — ——1T-10"— — — — — — — — — Ip- �I--- - - I ■ I NJ I 1 ■ I _ -coo � ■ I I ST-2D OPT .. I �vl.w I z - 1U-1 1/2" 81 AEIJP I ■ o I I cn O I Ioo 11 F_ ----- - - -J LL 0o I I (D CO I ■ ■ ■ I A I w g pil 1 vim- A I I I 3'-4" 21-8" 1 I I 2'-8 1/2" - - - - - - -14'-0 1/2" - OPT ST 2D I I — — — — — — —I — — — — — — — — — — — —i ■ ■ ■ L....._........................... I I T Fj F ■ ■ ■ ........................ - - - - - ..... ..... - - M I I I I■ 4 5 V-4 1/4" T ` I I ST-2D ST-2D -I- 00 ■ I — 5'-1 1/2" — —4=6 — — — —� — 11'4 —I I 4 o" .4 I i I I I I I I --_. - -_,� ...... ...... .._.. .._.. .._. N ■ 1 I I 24'-5 1/2" 1 01 5'-0 1/2" 1 T-6" I 2'4" 20'-8" UNDER DOOR I I i 10 I , 4 11 11 ST-2D C I - _ I - 4 I � 0 I I ST-2D `- - 5 ■ I ST12D I I 1 ST-2D H N -— o f I I f I I I I I I ----- J - --- I- -----j`------- - - - - -------- - - - - — � ■ ------------ - - - - ---I--- VERIFY AC COND 5 LOCATION W/ SIM 9" CURB ST-2D SITE PLAN 60'-0" 2'-8" 2'-4" 65'-0" , FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"04" 00 LO 00 Ohm 0 co N 2"0 VENT TO EXT I I I i 1Afi- A GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND 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-21D FOR INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-21D. 0 U O CNI O 0 APEX N U co {U O N O cc N cozz J U_ w J tds J a)true design studios Z 0 FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 ❑8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX OO A EDGE w/ (1) #4 CONT COLUMN, FTG TO BE n PROJECTED MIN 6" AS SHOWN w C: �C 16"SQx12" DEEP FTG ❑p w (3) #4 EWEEP FTG Cl)UsHOMON' N 30"SQx20" DEEP FTG 36"SQx20" DEEP FTG r o w/ (4) #4 EW w/ (4) #4 EW J m ❑48"SQx24" DEEP FTG #5 VERTICAL DOWEL TYP w G w/ (5) #4 EW, T&B ❑H AS SHOWN, SEE MASONRY W NOTES ON ST-1 Q }, 1 1/2" SLAB EXTENSION AT FULL ROUGH cn OPENING WIDTH >_ j Z w 0 W ***NOTE TO CONTRACTOR` Of DR HORTON DOES NOT ALLOW FIBERMESH AS AN O This item has been electronically signed and sealed by Justin M Lanier, ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET PE on the date and/or time stamp O shown using a digital signature. Printed copies of this document are BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING znot considered signed and sealed and the signature must be verified ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT b U) a 3rd Party Certificate Authority MANUFACTURER AND DR HORTON. O Gy n any electronic copy ' w Z (�jr, F., co _ W W Z_ U. U) z W J O U) W LU W Z_ 0 >Q Q Z W W Q LL! W 2"0 VENT X V LL,I W TO EXT O J x LL ILL T_ I O zz W W IL z O Q ILL LU Abbott Park O U Q LOT 008-04-1 B p w U Q Z z PROJECT NO: w O p JO 2021.012599 w Z DRAWN: O U CD o LU CHKD: LO MJP a LU Q U Q cn •GE'NS• •'9 '� Z m �� • �,\ F • 1i W No 85166 Z -. * �• Docu3lgned by: * i Q -�: •- O r �` � 'pLVWDAGP435..,4U LU.. Z '�.,5'S�O N AL E�C� �� Q O_ 11-01-2021 p w U REVISIONS: w U_ _ Q No. Description Date w (n J VI\ i V VI♦ I I V VVIVIYLV 1 0 ABOVE THE CENTER LINE OF 0 W THE HORIZONTAL DRAIN PIPE O O O z z 0 SAN ISO - LH W X w ST=2 - CMUIMETAL CONNECTOR ENGINEERINGa