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cM N 70'-0" 59'-10" j 0' ■ — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — —I— — — — — — -- — — — — — — — — — — — — — — — ) — — — — — — — — — — — — — — I N B H I -- — — —I ■ 11) ivI c� I I �I I Fhl I , I S, I col LP 1 I411 'I .. ...... ...... ...... ......i ...... ..... ...... ...... .......: B ■ I I I - I I■ ■ II _ -I--------15'------------ I 0,f QI ■ _ ■ I 6 0 -I 1 -T- T-2.D OPT NI ----J \. I Z 1 I - I 1 I _j I I SLP I Oof o ;► o A i I 100 6 1 U) � I I OPT T-2.D 5-4 5_0, v — �I - - -I - ■ ■ v ■ — — — — — — — — — — — I I 1 1 /2" I■ I I I 4 5 I■ T-2.D E _ — N I 9 ■ ■ ■ I " — -4 — 4 SLP T-2.13 �,t I I i I ... ...... ...... ... . ....... .... ... .... ....... _.... ._.._ ., UNDER DOOR ■ I I I I 9 1 /2" 4'-7 1 /2" - 4'-6" *2'_1 " - - _ - _ - 11'-V' - - _ - _ 2'4 1 /2" 20'-8 1 /2" I I 4 29'-6" r 6-0"r 14'-0" I 3 T-2.D _ o I -6, L- - - - - - - - - - - - - - - - - - - - - - - - -� - - L - - - - - - -�I�_.�------------ ■ ■ ■ ■ N ■ Z i ■ ■ ■ ■ 5 SIM 9" CURB FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 00 v zo r- 5 _ I T-2.D `■ ■ c — — — — — — — — — — — — — - c GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. • 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-2D FOR ALTERNATE STEMWALL SECTIONS. • 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. O CD N CV 00 O 0j N (V m _I LL W J _J Z O 6 A a 9R,,,k Z40\ 1 ZZ tds true design studios j FOUNDATION KEYNOTES: DC1 U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN j� 8"x8" DEEP THICKENED 12" DEEP FTG UNDER BOX O 11 EDGE w/ (1) #4 CONT LJ COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN W I- ❑❑C 16"SQx12" DEEP FTG ❑p 24"SQx20" DEEP FTG U) w/ (3) #4 EW ❑30"SQx20" DEEP FTG 36"SQx20" DEEP FTG w/ (4) #4 EW w/ (4) #4 EW m G 48"SQx24" DEEP FTG ❑ #5 VERTICAL DOWEL TYP AS SHOWN, SEE MASONRY W w/ (5) #4 EW, T&B NOTES ON ST-1 Q ❑ 1 1/2" SLAB EXTENSION AT FULL ROUGH U) OPENING WIDTH ii 1R N 4 ►0 H H Z U) W m W W 0 W 0 O J LL Z O 9 a O Q O LL Q Z } ♦A i(D X Z 2 as J Q P� \ �1 m TO W Z NO 0 z J�1 I O 'JAGn I- U_ U) } C� SANITARY ISOMETRIC ° J Z 2 U W H X W a- N Q U) W W _I z � W LLJ O cn Qit- 2 O Q Q m LLI o 0 _! W W LLX Q e— O w Z_ x CL LL W Abbott Park Q w LOT 004-01-A w Q Z PROJECT NO: LU 2019.007596 0 LL DRAWN: O LDG o CHKD: LO EAF U) w J Q %N J5j %N LA/V/ .•' E N S ••.'4 c� ♦ j Na 516 Q �� '.• ST E OF �� ItA 44, �i 09-1 -19 0 W REVISIONS: No. Description Date ~ W J Q U I- Z O CMU/METAL CONNECTOR ENGINEERING