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DocuSign Envelope ID: A41490AF-CAEF-4390-B17C-825DDB4B8BB8 co M N ALTERNATIVE AC COND LOCATION I I I I I I L _ _ — J 65'-0" 01 8'-4" 35'-0" - - - - 21'-8" ■ — — — — — — — — ■ ■ ■ I ■ ■ ■ ■ ■ ■ ■ _ — — — — — — — — — — — — — — — — — — —I— — — — — —I— — — — — — — — — — — — — — — -� — — — — — — — — — — — — — — — — — — — — — — — — — ■ (2) TOTAL ■ r i I I I■ N I � I 1 NI 'i' - 5 T-2.D T-2.D I I of I I -I - - - - - --13'-8" 2'-7" IT-0" — — — — - ,�---1--------------- I I � I I ■ i g I I I 1_gI I T-2.D OPT I I z —j IU) i UNDER DOOR O A I .. ..... ... ..... O — I `° ND_ r I UI I 4 I i U J I w C0 I� I I I � I I 0. 4„ ■ I I ■ ■ ■ I I 4 5 -----� NI I � - - - -- T-2.101 T-2.D I 0" I I I ■ - - - ■ C� + CD I I 70,I I I I 6 I ■ I I OPT N I o zo L ■ ■ ■ ■ I T-2.D I �--- - I ■ I 9'-10" 04 T - - - - - - - - -1" 3'7 1 /2" 3'-8 - - - - - - - - - -�k -1 /2"_ OPT I T-+ - --- _ _- _15'-2" - - - - - 8'-2" 2'-101/2" oI 12'-9" I ■ `�`' -I---- ------A-4.1/2" I N i I 1 I I I I I - I I of I T-2.D I■ ■ I I I I I I I I I °' I I T-2.D NI ...::.... (3) TOTALI io - - - - * - _ I ■ F I L_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NI— — — — — — — —.� — —NI — ■ CVr ■ ■ ■ J — — — 4' V-91, — - - -- - - 58'-11" 65'-0" FOUNDATION PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. • 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. FOUNDATION KEYNOTES: DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN ❑A 8"x8" DEEP THICKENED EDGE w/ (1) #4 CONT C] 16"SQx12" DEEP FTG ❑E 30"SQx20" DEEP FTG w/ (4) #4 EW [G 48"SQx24" DEEP FTG w/ (5) #4 EW, T&B 2"0 VENT-� TO ROOF I I I I O 4 I ISOMETRIC VIEW - RH ❑B 12" DEEP FTG UNDER BOX COLUMN, FTG TO BE PROJECTED MIN 6" AS SHOWN ❑D 24"SQx20" DEEP FTG w/ (3) #4 EW 36"SQx20" DEEP FTG L ' 1 w/ (4) #4 EW � #5 VERTICAL DOWEL TYP I " AS SHOWN, SEE MASONRY NOTES ON STA 2"0 VENT �TO ROOF I LO O A°0 PEX U U W z U) W W Z 4- d C, z W t S Q true design studios O J 9000 REGENCY SQUARE BLVD. N LL SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p F_ Cn c O D- a C0 061HOMON(1) l) U Q ' a O J LL Q � U z 0 This item has been electronically signed and sealed by Justin M Lanier, O PE on the date and/or time stamp Z shown using a digital signature. = Printed copies of this document are U not considered signed and sealed W and the signature must be verified � by a 3rd Party Certificate Authority on any electronic copy LU Jw a ❑ U) Q W } m z o = W w O try O W -� d O Q z W o � J W H 0 KS-1 Q � X O O z = W U z Z LU Abbott Park a w — w_ a_ LOT 025-02 W Q J Q W PROJECT NO: I — 2021.009241 -- z DRAWN: CD L� CHKD: LL MJP O 0 O L1') Uj s No 85166 cn ti * DocuSigned by: :• r ' • 07-28-2021 O z REVISIONS: No. Description Date ---- - - w - -- w LLJ ----- -- U U H O ST=2 O 0 CMUIMETAL CONNECTOR ENGINEERING