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DocuSign Envelope ID. 707B1834-BEF5-476C-9323-F8E9026C052D M N 0 0 r` 65'-0" 58'-11"J. 20'-7" 5-5" T-2.D SIM 9" CURB r - ---i ■ ■ - ■ I ■ I ■ _ ■ ■ ■ ■ _.._._ I----------------iql--.._- _ -------1----- N�--- ---- ----------------- _ .. I ALTERNATIVE I _... L❑ _ I _ I T-2.D NI ` I ■ AC COND LOCATION ■ 2 I - �I I T-2.D I I o 1 I I I I NI I -4 1/2"-- _- _ _ _ - _ _ _ 8'-2" 2'-10 1/2"_ 12'-9" I I -I---- - --- ,I�--- - - - --- -- �k---NI--------- -- 1---------1T-1---------- S-71/2" T-81/2" �I I 9'-10 I 0" _ ■ I_ 1 I — — — — — — — — — — - o T-2.D o .... ...... _ .., ..,. I — — — I � I ■ ■ ■ T I T-2.D I �--- I I I I I I I I I s I I I ■ I I OPT T-2.D i -- A. . I I I I 6-1 " 0" NI I-----L---------- - - - - -I ■ I � �I I I ■ 4 L------ - - - --� �I I �T-2.D ■■�TJ-2.D ■ I N I T 2.D off I �— Io I I I Io I I IU)I0 I I 4 O 00 U) g w - —� U w I � I OPT I I I T-2.D I I ■ i I I 1'-9"I 13'-8_ - - - - - - - 2-7" - - - -I 1T-0" _ I 5 0T-2.D T-2.D r I I I UNDER DOOR J (2) TOTAL ■ I I ■ L------------- -------'------�- --J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ■ ■ r - - - - - - - - ■ ■ ■ I ■ � ■ ■ i ■ ■ i ■ ■ �„ FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"04" 35'-0" In 21'-8" ZV zo o N q KS-1 0 2020 V1.0 GENERAL FOUNDATION NOTES: e CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. e 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. e 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. e 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. e MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). e 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON SHEET ST-2D. FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN ❑A 8"x8" DEEP THICKENED EDGE w/ (1) #4 CONT I " 1 16"SQx12" DEEP FTG ❑E 30"SQx20" DEEP FTG w/ (4) #4 EW ❑G 48"SQx24" DEEP FTG w/ (5) #4 EW, T&B F2"OJ VENT I TO ROOF I I I I 2"0 VENT TO ROOF I I I I I ❑B 12" DEEP FTG UNDER BOX COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN ❑D 24"SQx20" DEEP FTG w/ (3) #4 EW ❑F 36"SQx20" DEEP FTG w/ (4) #4 EW #5 VERTICAL DOWEL TYP I�,] U AS SHOWN, SEE MASONRY NOTES ON STA r- ^,*A\ U-)o ti O A°0 PEX W Z N m W W Z_ 4- 0 _C Z W t S Q true design studios >N 0 ? o O J 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 904.821.6200 p H < c O 016HOMON (1) U 0 + r '✓ O LL � Q U Z -0 N >_ 0 O J z U This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp W I- shown using a digital signature. Printed copies of this document are not considered signed and sealed X Wy nd the signature must be verified a 3rd Party Certificate Authority CL Q uj n any electronic copy LU � � W 0}0 0 _ W W Z O U) O W J Q O Z LU � _O ��. J W w W M Q 0 LL LL Q X } r• 0 T_ O 0 O Z 0 2 W � U Z � Abbott Park a XILLI __ _ a. Q LOT 024-03-1 B W J U U) 0 W PROJECT NO: 2021.012593 z DRAWN: (n CD WO CHKD: LL MJP O 0 0 LO ` 11111111it,, U) JS�IN LA/V,,,f.,W • cZI • U No 85166 cn -' * • L_6FmDAQFF435,t* cy�Slyned by: 07 z O••/,� w `V • 0 N Al E��•� 0 11-01-2021 (D z REVISIONS: No. Description Date -- W W - W LU -- J U U) I- O ST=2 z O 0 CMU/METAL CONNECTOR ENGINEERING � �nr:�R,-,-rr.M--- ._l,�-�inlm1r�rnn�ornmr Ir.nt�, � IFr�lra r „�..v-�r 7+1�imr��Iwrr�m�iR rrnr _r-1 If o -1