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I I I 1 --- -- -I DocuSign Envelope ID: 5053F29C-8B9D-49A9-95BD-E5A5314E3C81 I I- ---- — -- - I . "I I I I _ i I I I 2020 V1.0 r7�Bi� 3'-0" o VERIFY AC COND LOCATION W/ SITE PLAN SIM 9" CURB 0 ■ ■ ■ — — — — — — — ■ N ■ I ■ — — — — -- — — — — — — — — — — — — — — ■ — — — — —■ ■— — — — — — — — — — — — • — — — — — — — ■ _ M I I NI CD I l I M -I I - I — — — 4 5 T-2.D I : 00 N , 3'-0" -0' I 1 T-2.1) I i J I ti I VERIFY AC COND ■ I 29'-6" I 5'-0" 14'-0" I LOCATION W/ 0 1. J SITE PLAN I 4 t -- \ I I T-2.D 4'-7 1/2" 4'-6" 2'-1 " _ — _ _ 11'-5" _ — _ — _ I 2'-4 1/2" 9 1/2" 20'-8 1/2" I I I I 1 - - I I I o I ■ I I � ---�- T2.D 1 I ...... ...... .......................... ....... ..._... 1 �.q" 1 1 UNDER DOOR L - - - - - - - ■ ■ - - - — , ■ I 1 I I � 4 T-2.D 1 1 1 1/2" ■ I I I I 4 T-2.13 - 0 bo 5 T-2.D I � _ - °o I I (Z I I I — -- — — — — — — I — —� ---J ■ oD CAI °' I 1 il - - -I - - - - - - ■ ■ 4 ■ _? X�1 - — 1 00 1 1 6 I I 5'-4" 5'-0„ I 100 OPT T-2.D w I I cn Ivy b I A I v I I w1 I I �� � I � � I T-2.D -I � - — ■ - ■ IL- 6 — - - - - - - - - v - - - - �� - OPT 1T-2.D Oil I oil ■ I N ■ I -------16-11 --- ------- 2-6 1 i�l I �J ■ I I I � I Fj 1 - N1 �4., off„ I _ -C'J ■ I 1 1 I 1 I' I I 0?1 o rn I I i NI I N - - � ■ I M I I N1 1 1 1 1 ■ I 1 T-2.D _ 5 /' rJ------14'-3" y+-m ------ - -- I B 1 — I 1 — — — — — — — — — — — — — — — — — — — — I — — — — — — - ■ _ Y ■ — — — — — — — — — — — — — — — — — — — — — — — — — .._--.... ._ _. — — — — — 04r — — — — — — — — 1'-4" 8'-0" I 59'-10" 0" - - 70'-0" - FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • 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. E AMA\ 0 O, O APES p' C* O O tJ} Q. N M .I LL W tds C" _1 Z trace design studios a) O W FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 A 8"x8" DEEP THICKENED B 12" DEEP FTG UNDER BOX OO r' (n EDGE w/ (1) #4 CONT COLUMN, FTG TO BE ter, PROJECTED MIN 6" AS SHOWN LU 16"SQx12" DEEP FTG � 24"SQx20" DEEP FTG RI HOMN L" w/ (3) #4 EW L) E 30"SQx20" DEEP FTG F 36"SQx20" DEEP FTG ; t L w/ (4) #4 EW w/ (4) #4 EW 14, -$ 10� �I 48"SQx24" DEEP FTG LIHAS #5 VERTICAL DOWEL TYP SHOWN, SEE MASONRY LU 1 w/ (5) #4 EW, T&B I NOTES ON ST-1 Q 1 1 1 1/2" SLAB EXTENSION 0 AT FULL ROUGH (n OPENING WIDTH } N Z W 0 W Of O This item has been electronically O signed and sealed by Justin M Lanier, PE on the date and/or time stamp ***NOTE TO CONTRACTOR*** 0') I shown using a digital signature. Printed copies of this document are DR HORTON DOES NOT ALLOW FIBERMESH AS AN not considered signed and sealed ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET U-)and the signature must be verified >Mby a 3rd Party Certificate Authority 0 <n any electronic copy BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED Z AS DIRECTED BY PRODUCT U MANUFACTURER AND DR HORTON. U) z 7 71,,e W LL U J Z LU 100LV O co W W QW Z_ (D > Q Q w m Lu o o � J w LU ti O J x LL Z O 0 H O W 0- Z O 0- LL x Abbott Park J Q O CU Q LOT 033-02 0 H Z_ Z 0 PROJECT NO: W w^ O p O 2021.011079 0 z DRAWN: O C) JAR o LLI CHKD: LO MJP x W W U Q � jillln#fill 0 m �.•\,�C•E N S�.R Z � W No 85166 � QZ `• * • DocuSigned by: •• elf W O •• 3P4T749AQ F435.. • �; co 'iF•••.0R��• •�.` Z fllill Q O 09-16-2021 p 7w ,�F� U REVISIONS: U- Q No. Description Date w >- U C� in SANITARY ISOMETRIC - RH ° o O Z = o U W H X w ST=2 w CMUIMETAL CONNECTOR ENGINEERING