8438 Wheat Stone Dr - Laserfiche WebLink

Browse Search

W� .r.ywwn., _ 1 , n. •i _uuna�un,I.E!�^.!'lAp ••ea n �I� DocuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E5B197F U 8'-4" 65-0" 35'-0" 21'-8" ■-- - - - - -- ■ ■ ■ I -• - --I - ■ ■ ■ ' •----1 ■ r— — — — — — — — — — — — — — — — — — — — I— — — — — — — — — — — — — — — -...— — — — — — — — — — — — —-- - --- - I C ■ I I � 2) TOTAL NI 5 ( I T-2.D of L. T-2.D I of00 1 - I I —II 13-82 -7 I 14 -4 4'-5" I — — — — — ——�— — — — — — — — — -- . ,K---—T I ■ I g I I I I I � I C� OPT z , ■ � I0 I A I0 O I I LL I q UNDER DOOR 1 I g 10 I I � I Iw I I 4.. ■ I I ■ ■ ■ I I 4 5 (; -----� NI I T-2.D �----- T-2.D 011 I I I ■ — ---T--------- - - - - - J ■ O _ _ ■ ■ ■ ■ o I I + 5'-9" I 14'-2" I 1'-9" I I I 1 , I I s ■ I I OPT T-2.D -- N I I ED I I 1 4" I I T-2.D I I_. .... . . .... ....... m.._._... _. _ . .... L ■ ■ ■ 1 ...... ...... ..... ...... ... - - - - - - - ° ° - - - - I 0" M ■ I T-2.D .. ".. I � 1■ I N 9'-101, 17'-1" T 7 1/2" T-8 1/2" NI OPT T---------------------- ------- ,� (Dl 4 1/2" 16-2" 8'-2" 2'-10 1/2" 12'-9" '� _ I ■ Cl) I -I- - - - - - - -------- ,� ---,�--------- 0 .`— I I I I I - 0 I I T-2.D I I I I of ,. _.., I■ ALTERNATIVE ■ I I i I I I AC COND _.. LOCATION a,l r - - - I I T-2.D NI - I (3) TOTAL I I L---------- - - - - -- -. - _ -- -...- ---NI --- ----- NI-- - - - - - - - - - - - - - - - - - -- o L — — — J ■ ■ ■ ■ ■ ■ ■ ■ ■ — — — 4'-4" - 56-11" 6'-1„ - - 65'-0" FOUNDATION PLAN 1/4" = V-0" WHEN PRINTED ON 22"x34" 0 co ifl 0 0 GENERAL FOUNDATION NOTES: • CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. • 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 INTERCHANGEABLE STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7). • 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, 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 U AS SHOWN, SEE MASONRY NOTES ON ST-1 2"0 VENT �TO ROOF I KS-1 I` IT 0 I` O 07 W _z Z) m Of W z z W IY O J LL O H O a - Of U Q 0 LL Q U z O J z W X W a- X m 0 Lij LU Q U) Z) O U LL Q fn 0 0 O 2 LU X W a Q 0 U Q 0 APEX0 4/0e\ O 1✓ tds true design studios 9000 REGENCY SQUARE BLVD. N SUITE 100, JACKSONVILLE, FL 32211 904.821.5200 p This item has been electronically signed and sealed by Justin M Lanier, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed nd the signature must be verified a 3rd Party Certificate Authority .Jby n any electronic copy W v W 0 � Z LU O to J Q O q W Q W ti X O 0 w z Abbott Park W U- LOT 037-02 W LU t] PROJECT NO: 1- 2021.011084 — z DRAWN: KAS W CHKD: MJP L� O 0 U) • No 85166Docu (n U) .jWned by: i •. 3F A) CUF Z �. 4 A F435�'� At 09-17-2021 O z REVISIONS: No. Description Date W - W -- F_ J Q -- L) co H O ST=2 CMUIMETAL CONNECTOR ENGINEERING