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)ocuSign Envelope IDEC6E496A-5B7D-4CAE-A74C-BABDCBE98F2D 2020 V1 GENERAL FOUNDATION NOTES: Y M CV zo VERIFY AC COND LOCATION W/ SITE PLAN T-0" '-0' 1'4' mm 59'-10" ■ - r ■ ■ - - - - - - - - - - 04 ■ i Fvl T-2.13 MI i ■ I I co 1 b>I 1 _'I` I I 1 a01 1 �„ I 01. _...-- I L, ■ I I. I I I ■ g 16-11 2-6„ :I -I-------------------- 1 0" �I ■ I ■ I 6 o f 010 T T-2.D OPT NI - - - - - - - - - - I 10 I I 1 I■ ■ � ■ I I o i T-2. D I 4 Of I I IO 1 I A S 100 1 c I I � g I OPT 5,�„ „ 5,_0„ IWO r ---- I �1 I �— - - - - - - - - - J ■-- ■ v I ■ I1 I ■ 1 1/2" I I I 4 5 I ■ T-2.D T-2.D Nzo I r - - I ... .... .... _..;019 I I I� = J- A 'k :::: ...... ... UNDER DOOR I I I ■ I I ---I- 4 '. I • ..L ; .I. I I T-2.D - I 1 I I 9 1/2" Lo I 4'-7 1/2" --4'_6"- - *7_1 " - _ _ - _ - 11'-5" _ _ _ _ _ 2-4 1/2" 20'-8 1/2" I T-2.D I 4 I 29'-6" 6_0„ 14_0„ OF -- - - ---- I 1 I T-2.D r~ ---_ -� 1- 'L----------------- FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" I _ JT-2D 5 T-2.D I ■ ■ OD — — — — — — — — — — — — - (V 5 Y I SIM 9" CURB T-2.D VERIFY AC COND M LOCATION W/ SITE PLAN F 3 70'-0" .1111001 • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. O • EARTH AND EARTH FILL SUPPORTING SLABS GRADE ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND U? APEX SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED ap PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR p CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O • IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O 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 N 04 ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. M • MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE _j INTERCHANGEABLE. SEE SHEET ST-21) FOR ALTERNATE STEMWALL SECTIONS.tds 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON J SHEET ST-2D- true design Studios Z O FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 8"x8" DEEP THICKENED j� [B 12" DEEP FTG UNDER BOX Op EDGE w/ (1) #4 CONT I COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN W F- 16"SQx12" DEEP FTG D] FTG U) � 0,1HOMON' w/ (3) #4 EW E L`J 30"SQx20" DEEP FTG w/ (4) #4 EW I ' 36"SQx20" DEEP FTG w/ (4) #4 EW J m G1 48"SQx24" DEEP FTG H n #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY W w/ (5) #4 EW, T&B Of NOTES ON STA Q ❑j 1 1/2" SLAB EXTENSION AT FULL ROUGH U) OPENING WIDTH "I.- Z W (D W IY O O O "'"NOTE TO CONTRACTOR"`" 0) DR HORTON DOES NOT ALLOW FIBERMESH AS AN ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET LO -- - -- ti >= BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING Z a ORGANISM TREATMENT TO BE APPLIED AS DIRECTED BY PRODUCT W MANUFACTURER AND DR HORTON. U) Z z W Uj O rf) Iz LU QW Z / Q\ O Z W p W o Q J o W W J z aLL Z O F- CL O Q ABBOTT PARK LOT 020-02 U Z PROJECT NO j 2021.006625 O = DRAWN: KME ' U 5' W CHKD: - - - X MJP `\1 d J Q PN �� Q lbo No 85166 ;. Z DopuS 7f,.igned by: _ NO 0 P `� CTJ� a� CE �/�U S 1' W I 1D EF436.. ; 40 ..�,\' P,•:,�. Z eeisS/ONAI-�?�`� �G,N O 05-17-2021 e1 U_ REVISIONS: U_ - - No. Description Date SANITARY ISOMETRIC ° J O Z U W F- X ST=2 CMUlMETAL CONNECTOR ENGINEERING¢ >N 0 W X Z W F- LL W J U 0 W Q W 0 LL 0 O u7 Cn W J U _Z V _Z LU U) W F- W J Q 07 0 Z O 0