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)ocuSign Envelope ID: 8912F9C8-E511-4OB6-8EAF-12FOECADCDD3 2020 V1.0 co VERIFY AC COND LOCATION W/ SIM 9" CURB 5 SITE PLAN ST-2D 0 ti 65'-0" 2'-8" ,, 2'-4" ■ ■ n ■ - ■ ■ i ■ ■ ■ I ■ ■ --——— — — —I-- co I I ■ I 1 `' 1 I-- I I 5 ;T-2D j - - plL - - I I ST-2D I 4 4i - I - ST-2D 411 I � I ST-2D I I I 24'-5 1/2" 5'-0 1/2" I T-6" I 2'4" 20'-8" I I I A T ST-2D I I UNDER DOOR ■I I I I 01. I- -4ll 1 , 5'-1 1/2" 4'-6" I - -- I 11'-8" 4 ,1�------,K-———-,K — ort----- - - - - - I ST-2D I \ 001 I I ■ I1 _3^,�r I 4 5 ......... .._ - I ST-2D ST-2D 2'_8 1 /Z- - - - - - _ 14'-0 1/2 --- - - ,I� B OPT 6 -L — I I O ST-2D Z 3'-4" 2'-8" c-'n 0 oil I A 1 0O O.1 t�}- cn00 LL � �---------� iwg I B I0 O '- - - - - 1 /2- - - - - gl�ll � ■ v I I I ■ I 1 1/2" I 6 I ■ I OPT ■ I ST-2D r-j I N� 1 I I ST-2D&4 I A.1 I 0„ N 1- - -- - t B I ST-2D o - , N ' ■ L — — — — — — — — — — — — — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — — — —\— I— '...._` �::.. T _.— — — — — — — — — — — — — — J I VERIFY AC COND LOCATION W/ SITE PLAN T-8" V_m _ 56-0" FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 50 N a 2" 0 VENT TO EXT I I I I I GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND O HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS N LO 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 clp 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 N IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-21D FOR ALTERNATE STEMWALL SECTIONS. 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-21D. Z FOUNDATION KEYNOTES: DC1 Q NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -� ❑8"x8" A DEEP THICKENED EDGE w/ (1) #4 CONT nn a 12" DEEP FTG UNDER BOX COLUMN, FTG TO BE p PROJECTED MIN 6" AS SHOWN W ❑C 16"SQx12" DEEP FTG F "DEEP FTG w4 3Qx () 30"SQx20" DEEP FTG W6"�Qx42 E'`DEEP FTG J w/ (4) #4 EW ( ) #4 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 ❑I 1 1/2" SLAB EXTENSION d AT FULL ROUGH U) OPENING WIDTH } VI\ 1 V "II 1 I V VVI\1\LV 1 ABOVE THE CENTER LINE OF THE HORIZONTAL DRAIN PIPE Z W (D W -NOTE TO CONTRACTOR- w DR HORTON DOES NOT ALLOW FIBERMESH AS AN O ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET 0 0) BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT MANUFACTURER AND DR HORTON. ti LO I` Z fA In W Z 2" 0 VENT � TO EXT m Of i W I W Z I � I I LLU I I 0 I � I O LL I z I � elf H a O w O LL Q Z C� 0 Z 2 w X W d Q m 0 O LU z U) O H _U LL Q U) } O O J O Z SANITARY ISOMETRIC w X W Q CMU/METAL CONNECTOR ENGINEERING APEX tds i7i s� 1v L true design studios 9000 REGENCY SQUARE BLVD. SUITE 100, JACKSONVILLE, FL 32211 PV� 0 CD M LLI LL ..z WUj ttttttnt>i � O cry O M Q Q W L1J W � J w LLJ W LL x QZ O 0 z a LL w Abbott Park Q U LOT 008-01 0 w H z PROJECT NO: 1 jJ 2021.003451 0 LL DRAWN: O LDG o CHKD tfi MJP U) W J co Nis ck U 4 f.: tF432:.. �0 1V A� Q 04-10-2019 p w REVISIONS: w 2 No. Description Date w J -- Q U H O Z O 0 ST=2