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)ocuSign Envelope ID: B403F602-5BE34C26-8ECA-153BOD7D413C VERIFY AC COND LOCATION W/ SITE PLAN CV 0 ti 65'-0" 5 SIM 9" CURB I ST-21D 2'-8" 2'-4" ■ ■ ■ ` ■ ■ i ■ ■ ■ I ■ ■ ----------I---------1---4.`------� -=-- r- - - - - --------- - - - - ------- - - - - -- _/ o I I I ■ I H ' co I -6 I 1 1 I 1 -- ST-21) L_ _ I I ST-21D 4 Lvi I ST-2D a 4 ST-2D �I I 1 24'-5 1/2" 1 - ---- 5'-0 1/2" 7'-6" I 74" 20'-8" I _ I I'DOOR UNDER :............. .... ...... ....................... .................... 1 i ..... ...... .......: . 1 I I I OII I -4�, — 5'-1 1/2" — — —4-6 _ — — -- I 1 V-8" � 4 -ort----------ST-2D I col I I ■ 1 I — - 0? I1-3 I 1 4 5 1 ......... I r;—. -..... I ST-2D ,L . I ■ I I� — — — — — F ........ __.. _.-I _ I — ■ ■ ■ -- — --- --—— — — — — —— ■ ■■ )2''-81/24-------14'-01/2"------- ,I� 6 _� OPT ST-2D L V3'-4" o I 2'-8" o I I U o 0" I , �4" FAI O `- o o- I . 1 IU)� L--------� Iwo I w — — — — 10_11/2" - — — — 8-4- _ 1 fLB I ■ I 1 1/2" �� 1 6 � I ■ 1 OPT ■ I ST-2D V r-� I N 1 I I I 1 I I I 4— ST-2D 1 I I N I " 1 Ln ")� - - - -- - - - - -_ _- o col - 1 ST-2D 1 E I ■I N L— — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — -—........ — — — — — — — — — — — — — — — ■■ ■ ■ - ■ ■ ■ ■ ■ ■ % ■ ■ ■ ■ I VERIFY AC COND LOCATION W/ SITE PLAN V-4" If T-8" 00 Q.-n„ 56-0" 65'-0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" I _2020 V1.0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHAL HAVE MINIMUM 28 DAY COMPRESSI • EARTH AND EARTH FILL SUPPORTI ASSUMED TO HAVE A MINIMUM BEA SHALL BE FREE OF ORGANIC MATE COMPACT THE FILL IN 12" LIFTS TO PROCTOR MAXIMUM DRY DENSITY. I CONTRACTOR'S RESPONSIBILITY T IF CONTRACTOR OR BUILDING OF SOIL IS NOT SUITABLE FOR 2,000 PS EOR. ADDITIONAL FOUNDATION WO • SLIDING GLASS DOOR FRAMES MU IN ACCORDANCE WITH THE BUILDIN ARCHITECTURAL PLANS FOR LOCA • MASONRY STEMWALL AND MONOL INTERCHANGEABLE. SEE SHEET ST- SECTIONS. • 24" LONG #4 BAR IS RECOMMENDE RE-ENTRANT CORNERS, SEE "RE -EN SHEET ST-2D. OFF FOUNDATION NOTES APPLICABLE ONLY WHE A 8"x8" DEEP THICKENED B EDGE w/ (1) #4 CONT I � l 16"SQx12" DEEP FTG D [E] 30"SQx20" DEEP FTG lF LJ w/(4)#4EW n I " 48"SQx24" DEEP FTG H w/ (5) #4 EW, T&B LE1 1/2" SLAB EXTENSION AT FULL ROUGH OPENING WIDTH ***NOTE TO CON DR HORTON DOES NOT ALL ALTERNATIVE TO WWF AS SP BORA-CARE OR OTHER DR HORTON ORGANISM TREATMENT TO BE APPL MANUFACTURER A AN 2"0 VENT TO EXT I I I 2"0 VENT I TO EXT I I I I I I I I I I I I L.Jf\ 1 V LIY I I V VVIV I4LV 1 ABOVE THE CENTER LINE OF THE HORIZONTAL DRAIN PIPE SANITARY ISOMETRIC rMI UMPTA1 L BE MINIMUM 3 1/2 THICK AND VE RIAL AT O p STRENGTH OF 2500 PSI UNO. O NG SLABS ON GRADE IS CV RING CAPACITY OF 2,000 psf, AND AND COHESIVE SOILS. LEAST 95% OF MODIFIED 000 T IS THE OWNER'S OR CONFIRM THESE ASSUMPTIONS. p 12" DEEP FTG UNDER BOX O COLUMN, FTG TO BE r- PROJECTED MIN 6" AS SHOWN LU 24"SQx20" DEEP FTG w/ (3) #4 EW U) 36"SQx20" DEEP FTG w/ (4) #4 EW m #5 VERTICAL DOWEL TYP W n AS SHOWN, SEE MASONRY NOTES ON ST-1 Q 0 U Z w (D W TRACTOR*** (Y OW FIBERMESH AS AN p ECIFIED IN THIS PLAN SET � d� 1 APPROVED WOOD DESTROYING IED AS DIRECTED BY PRODUCT t` DR HORTON. Z co U) W co 00 W w z Z fr O J LL 0 H a O Q O LL Q Z 0 Z U w x w x m w O Lij U) O H U LL O J O Z w I— x w a- Q irnNNF:rTf1R FNC;INFFRINf; APEX tds true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 PV.A 0 co LU Q �/ LL Z Uj J O cn V ~� � o _ 0 Q L!J W ° J w V w w X a 0 w Z LL w Abbott Park J U LOT 016-01 w Q C� PROJECT NO: w 2021.003454 0 DRAWN: O LDG o CHKD: LO MJP W J U cn i Z D dSigiftedly:� t O. 4AT t OF .� I EF is 03-19-2021 w REVISIONS: w 2 No. Description Date w J H - -- O Z 0 ST=2