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CUT WEDGES TO 1'-6" CONCRETE PIPE <br /> SHAPE OF PIPE AS a WOOD WEDGES SIM. <br /> AT EXISTING, TYPICAL p TO EXISTING, TYP. <br /> EACH SIDE OF PIPE <br /> N Q - ..... <br /> FIELD FIT SHIM TYPICAL TUBE TO 2.2 1/4 1" PROJ. <br /> TIGHT TO B.O. PIPE TOP FLANGE 2,2 1/4 II MIN. <br /> In AND T.O. TUBE <br /> -------- ---------------------------- --------- ------ <br /> r 3'-0"t SOLID WOOD SHIM <br /> PIPE SUPPORT BEAM —————- <br /> ------ -------------------------------- ______ —SEE ELEVATIONS ON <br /> SHEET S3.0 I <br /> I I <br /> MAIN SUPPORT BEAM II <br /> -SEE ELEVATIONS ON <br /> NEW PIPE SUPPORT TUBE, SEE ELEVATION ON S3.0 SHEET S3.0 <br /> n CONCRETE PIPE SHIM TO SUPPORT TUBE 2 PIPE SUPPORT TO MAIN BEAM <br /> S3.0 S4.3 NOTES: 1 1/2" = 1'—O" S3.1 S4.3 NOTE: 1" = 1'-0" <br /> 1. SHIM MATERIAL IS 5" WIDE WESTERN CEDAR #2 GRADE. 1. FIELD PRIME AND PAINT WELD AFFECTED ZONES. <br /> 2. CENTER SHIM ON PIPE, AND FASTEN TO PIPE SUPPORT TUBE WITH (3) <br /> #12-24 TEKS SELF—DRILLING SCREWS <br /> 3. WEDGES ARE TO BE WOOD, CUT FROM WESTERN CEDAR #2, 6X6 NOMINAL <br /> SIZE <br /> 4. 16d TOENAIL SIDES OF WEDGES TO SHIM MATERIAL AFTER FINAL POSITIONING. <br /> 5. RCP SHIMS AND WEDGES TYPICAL AT EACH PIPE SUPPORT TUBE STEEL JOIST <br /> OF SIZE 5x5 OR 5x2. <br /> DWG.NO. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE I BY VENTILATION ENGR: JLK 2.2&14 y rl%m8X MGlybdenum HENDERSON MILL <br /> MECHANICAL DRAWN BY: JP a2&1a TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 GM3-15 JLK STRUCTURAL CHECKED BV: JCB 2-2&14 A Ff"porf-MCMORBII COTpa y <br /> ELECTRICAL APPROVED BY: " "s°""COLORXO° '°''°'''a' PIPE SUPPORT DETAILS <br /> PIPING APPROVED BY: 46AU R to.ASSOCIATES <br /> SCALE: ASNOTED OTHERAPP BY: I <br /> CO�c,.'LTlur.FNn1A pE.R` PROJ.NO.13024 ISHT S4.3 REV. 4 <br />