Laserfiche WebLink
BOLTS SHALL BE <br /> EXISTING PIPE CENTERED IN <br /> SUPPORT TIMBERS PIPE SUPPORT JOIST SLOTS <br /> AT FRAME MAIN BEAM <br /> —SEE 1/S3.0 —SEE SHEET S3.0 <br /> STIFFENER PLATE ——— ——— —————— 1 7/8" SLOTS IN <br /> —SEE 1/S4.8 �Q BOTTOM FLANGE <br /> FIELD INSTALLED 9" OF MAIN BEAM <br /> NEW X—BRACE ANGLE I X—BRACES AT FRAME <br /> NEW MAIN BEAM po —SEE 1/S4.8 i iii i <br /> —SEE 1/S3.0 I <br /> I III I <br /> CAD <br /> COLUMN CAP PLATE (4) 3/4"0 A325 <br /> —SEE 6/S4.2 i iii i CONN. BOLTS —————— <br /> EXISTING BAR JOISTS, I 1 7/8" SLOTS <br /> O OO ABANDONED N N COLUMN J <br /> SLOTTED PLATE 9„ CAP PLATE 7 0 <br /> TO CAP PLATE m <br /> AFTER FINAL FRAME TOP BEAM <br /> STEEL ALIGNMENT, 1/4 _ —SEE 2/S3.2 _ I <br /> THREE SIDES I <br /> LONG SLOTTED A A <br /> FRAME TOP BEAM WASHER PLATES iJLi } H FJ <br /> BELOW CAP — I <br /> WORK POINT FOR I i COLUMN CAP PLATE 2" 2" <br /> DIAG. BRACES 1/4 3 TYP. EA. END FRAME TOP "x10"x1'-1" TYP. TYP. <br /> 1/4 V 3 OF ANGLES BEAM BEYOND <br /> —SEE 2/S3.2 I I STEEL COLUMN <br /> CONN. PLATE DIAG. BRACE ANGLE i i —SEE 1/S3.2 <br /> —3/8"x6"xO'-8" i —SEE 2/S3.2 I M <br /> 1/2x3 1/2"x7" <br /> FRAME COLUMN WASHER PLATE w/ <br /> —SEE 1/S3.2 1 7/8" SLOTS <br /> 1/4 COD ALIGNED w/ BEAM <br /> COLUMN BOLTS SHALL BE AXIS <br /> CENTERED IN <br /> SLOTS <br /> n TOP OF SUPPORT FRAME ( 1 SECTION AT BEAM TO SUPPORT FRAME <br /> S3.2 S4.2 = 1'—O" S3.2 S4.2 <br /> A;INCE DRAWINGS DESCRIPTION OF REVISION DATE BY VENTILATION I IENGR: JLKI 2.2&14 W,"3^ox Molybdenum HENDERSON MILL <br /> MECHANICAL DRAWN BV: JP 2-2&1a TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 0M3-15 JLK STRUCTURAL CHECKED BY: JCS 2-2&11 A'r*fpoft4j A/O m(.ompw Y <br /> ELECTRICAL APPROVEDBV: """"s""`�'C01°""°° J050°''1II' TOP OF FRAME DETAILS <br /> PIPING APPROVED BV: BAUR uk ASS(X:IATE$ <br /> SCALE: AS NOTED OTHER APP BY: t+�'1-�_TI�c F+��In'o.F F� PROJ.N0.13024 SHT S4.2 REV. 4 <br />