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HomeMy WebLinkAboutENGINEERED FOUNDATION - 22-00474 - Transfer Station - New Scale House.pdfFOUNDATION DESIGN FOR MADISON COUNTY TRANSFER STATION PRE-ENGINEERED METAL BUILDING REXBURG, IDAHO For SteelVision Construction NOTES: L Work shall be coordinated with other project work as shown on the JRW Architectural Drawings for the "Madison County Transfer Station Scales" Project (JRW Job #867). 2. Foundation configuration provided by Trevor Haslem of SteelVision Construction. 3. Foundation loads from Behlen Drawings, Sheet 2, Job No. X3625, dated 04/26/2022. 4. Exact anchor bolt locations shall be as shown on Behlen Drawings. 5. Concrete materials and construction shall be as required by JRW Architectural Drawing S 1.0. 6. Assumed allowable soil bearing pressure =1500 psf per JRW Architectural Drawing S 1.0. 7. Rectangular piers shown on drawings may be replaced with circular piers formed by sonotubes if the reinforcement is the same, the concrete area is equal to that of the rectangular pier, and there is sufficient cover for the reinforcement as required by ACI-318. 8. The "jab" method of placing anchor bolts or vertical reinforcing bars is acceptable if the following conditions are met: a. The anchor bolts and vertical bars are placed when the footing concrete is still fluid enough for it to fill in around the bolts and bars when they are placed and hand vibrated into the correct position as shown on the Behlen drawings and the foundation details. b. The vertical bars are located, relative to the horizontal bars in the footing, as shown on the foundation details. The details show the horizontal bend on the vertical bars going below the horizontal bars in the footing. c. The vertical bars meet the ACT code development length requirements. INDEX TO ATTACHED DOCUMENTS Detail Page Foundation Plan 1 Detail 1 Foundation for Corner Columns on Framelines 1 & 4 2 Detail 2 - Foundation Interior Columns on Framelines 1 & 4 3 Detail 3 - Foundation for Columns on Framelines 2 & 3 4 no ■ (9 8 4'—©d Sa #4 VERT. BARS 18' 8 #3 TIES; 4 IN AREA OF ANCHOR BOLTS THEN 4 @ 10' SPACING GRADE 6 44 HORIZ, BARS CONTINUOUS IN WALL 4 #4 VERT. BARS IN CORNERS OF ENLARGED WALL 12, 5 #4 BARS EACH WAY EVENLY SPACED PLAN VIEW 314 ➢IA. ANCHOR BOLTS 10' i ➢ 19.5" -1 4'-0" SO. SECTION 5'-0° -DOTING REINF❑RCEMENT: :NAL BARS & #4 FRS @ 18' O.C. . FOOTING REINFORCEMENT: DINAL BARS & #4 3ARS @ 16' D.C. 'ALL MADIS❑N COUNTY TRANSFER STATION BUILDING DETAIL I FUUNDATI❑N FOR C❑RNER COLUMNS ❑N FRAMELINES 1& 4 4/29/2022 Cm 5'-01 12' HAIRPIN BAR, EXTEND OF 5 FT, INTO SLAB. E-INFORCEMENT I.C. ]NTINULUS WALL PLAN VIEW 10' 3/4 DIA. ANCHOR BOLTS -��1l2" 19.5" III IU B #3 TIES; 4 IN AREA OF ANCHOR BOLTS; THEN 4 @ 10' SPACING #4 HAIRPIN BAR INT➢ SLAB. PROVIDE MIN. OF 3' CONCRETE BETWEEN SOIL GRADE AND BARS 4 44 VERT. BARS IN CORNERS OF ENLARGED WALL L--------- A -4'-0' SQ --.5 #4 BARS EACH WAY EQUALLY SPACED SECTI❑N MADIS❑N COUNTY TRANSFER STATI❑N BUILDING DETAIL 2 F❑UNDATI❑N FOR INTERI❑R COLUMNS ON FRAMELINES 1& 4 a/z9/zozz 8'- r : , r 8, � 12, F---1 I € I € I I I I I € I I € SIDE WALL I REINF❑RCEMENT LJLA 51_01 5RADF I r I I I I I APPROX. 10, TO C/L BARS 8'-0" SQ FOUR 2/4 DIA. ANCHOR BOLTS --li--ve- 6 #3 TIES; 4 IN AREA [IF ANCHOR BOLTS, THEN E @ 10` Sf ACING 6 #6 VERT, BARS, EXTEND INTO FOOTING AS SHOWN, 14' 8 #6 BARS EACH WAY EQUALLY SPACED. MADIS❑N C❑LINTY TRANSFER STATI❑N BUILDING DETAIL 3 F❑UNDATI❑N FOR COLUMNS ON FRAMELINE 2& 3 4/29/2022