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ATTACH TO FLOOR W/ <br />CUP L3x3x3 16x0' -3 <br />AND 1/2'0 EXP. ANCHOR <br />2 1/2" 1W. <br />TYP. WBX40 TO <br />COL FLANGE <br />3/8'x4'x0' -5 1 2' <br />KNIFE PLATE W <br />(2) 3/4'0 BOL <br />STEEL COLUMN <br />-SEE PLAN <br />TYPICAL <br />WBX4o <br />TO STIFF <br />PLATES <br />3/8' FITTED KNIFE <br />PLATE WITH (2) <br />3/4'0 BOLTS <br />1 1/2" TYP. <br />FIRST LEVEL MOMENT CONNECTIONS <br />SI.OL53.1 NOTE: STIFFENER PLATES SHALL EXTEND 1/2' BEYOND 1" = 1' -0' <br />COWMN FLANGES. USE ASTM A572 GRADE 50 STEEL <br />n SHIPS LADDER BASE <br />51.0 53.1 1/2' = 1' —O' <br />1/4 <br />3/4" THICK FITTED <br />STIFFENER PLATES <br />CENTERED ON BEAM <br />FLANGES - SEE <br />NOTE BELOW <br />STEEL BEAM <br />-SEE PLAN <br />STEEL BEAM SHOWN <br />BOTH SIDES - ONE <br />SIDE ONLY SOME CASES <br />: RASE P AT HS; COL <br />- 3/4 x11 x0 -11 PLATE <br />- (4) 3/4'0 x24' +3' <br />ANCHOR BOLTS <br />NOT USED <br />53.1153. <br />TP. FITTED <br />STIFFENER PL <br />3 SIDES <br />KNIFE PLATE <br />TO COLUMN <br />FLANGE <br />FP. FITTED <br />KNIFE PL <br />3 SIDES <br />1W. W12X65 TO <br />COL FLANGE <br />TYPICAL <br />W 2X65 <br />TO STIFF <br />PLATES <br />R A S E PNE # W.F. COL <br />- 1 1/2 x13 x1 -1 PLATE <br />- (4) 7/8"0 x34' + 5' <br />ANCHOR BOLTS <br />3/8'4'x0' —B 1 <br />KNIFE PLATE W <br />(3) 3/4'0 BOL <br />STEEL COLUMN -SEE <br />PLAN - EXTEND 1/2' <br />ABOVE T.O.S. BEAM EL <br />3/8' FITTED KNIFE <br />PLATE WITH (3) <br />3/4'0 BOLTS <br />1 1/2 TYP. <br />COLUMN BASE PLATE DETAILS <br />si,219.1 T10g: ANCHOR sc 1M BOLTS TO BE AS 1 1/2" = 1' -0' <br />r155a nNSnF <br />1 1/2" = T' -D' <br />5/16 <br />PILASTER REINF. <br />NOT SHOWN - <br />-SEE 2/S3.0 <br />1" THICK FITTED <br />STIFFENER PLATES <br />CENTERED ON BEAM <br />FLANGES - SEE <br />NOTE BELOW <br />STEEL BEAM <br />-SEE PLAN <br />TYP. FITTED <br />KNIFE PL <br />3 SIDES <br />` ROOF LEVEL MOMENT CONNECTIONS <br />51.0 j5.3.1 COWMN FLANGES. USE ASM A5A5772 EXTEND STEEL I" 1 -0' <br />1'± NON- SHRINK <br />GROUT <br />/3 CLOSED TIES <br />AT 6" O.C. - <br />REQUIRED ONLY <br />AT W.F. COLUMNS <br />tD NOT USED <br />TYP. FITTED <br />STIFFENER PL <br />3 SIDES <br />STEEL BEAM SHOWN <br />BOTH SIDES - ONE <br />SIDE ONLY SOME CASES <br />KNIFE PLATE <br />TO COWMN <br />FLANGE <br />S1 .1 <br />53.1 53.1 1 1/2" - 1' -0' <br />36" WIDE PANEL <br />STEEL SUPPORTING <br />BEAM - SEE PLAN <br />l 1 TYP. BEAM TO BEAM CONNECTION <br />SI.0 S3.1 NOTES <br />1. USE MAXIMUM NUMBER OF BOLT ROWS AVAILABLE FOR <br />SHALLOWER MEMBER. <br />2. ANGLE MAY BE LOCATED EITHER SIDE OF SUPPORTED BEAM WEB <br />AT CONTRACTOR'S OPTION. <br />WELDS TO BE BY CERTIFIED WELDER <br />FOLLOWING AWS D1.3. DECK TO BE <br />CONTINUOUS OVER 3 SPANS MIN. <br />(6 ROOF DECK FASTENING <br />tt NOT USED <br />5/6' RETURN <br />AT TOP, <br />FULL RETURN 5/16 <br />AT BOTTOM <br />2 3/4' <br />BEAM TO BEAM CONN SCHEDULE <br />NUISBER Of 3 /4Y DOOM <br />012 <br />SUPPORT: <br />(4) 5/8'0 PUDDLE <br />WELDS PER PANEL <br />EACH SUPPORT <br />5I1FI <br />(2) #10 TEKS SCREWS <br />EACH SPAN <br />NO SCALE <br />51.0 53.1 1 1/2' = 1' -0' <br />STEEL SUPPORTED BEAM <br />- SEE PLAN AND NOTE <br />BELOW <br />SINGLE L4x3x3/8 <br />MASONRY LINTEL <br />SI .1 <br />51.0 53.1 <br />CMU WALL - SEE <br />PLAN <br />WALL REINF. <br />-SEE 4/S3.0 <br />BOND BEAM W /(2) <br />#4 CONT. - GROUT <br />SOLID AND BEAR 8' <br />MIN. EACH SIDE OF <br />OPENING <br />DOOR OPENING - <br />SEE PLAN AND ARCH. <br />DWGS. <br />STEEL SUPPORTING <br />BEAM - SEE PLAN <br />n ROOF BEAM TO HSS COL. CONN. <br />S1.1 53.1 <br />1/2' <br />1' = 1' -0' <br />KNIFE PLATE <br />TO W12 WEB <br />- BTC -P4 <br />MODIFIED <br />1'x10'xCONT. COVER <br />PLATE - AST I A572 <br />GRADE 50 <br />STEEL SUPPORTED BEAM <br />- SEE PLAN AND NOTE <br />BELOW <br />D OF BEAM SOME CASES <br />SEE PLAN <br />CAP PL - 1/2" x BEAM <br />WIDTH W /(4) 3/4'0 BOLTS <br />TO BEAM FLANGE <br />STEEL COLUMN <br />-SEE PLAN <br />(2) #4 TOP & BOTT. <br />(2) #4 VERT. BARS <br />EACH END - GROUT <br />SOUD CELL SOLID <br />4" SOAP <br />KNIFE PLATE - 1/2" x 5 1/2 "x 50 <br />0 2" ASTA A572 W/ (2 1'0 ASTH A490 BOLTS <br />ti) SKEWED BEAM TO BEAM CONNECTION <br />1' = 1' -0' <br />NO SCALE <br />COVER PL TO <br />TOP FLANGE <br />This drawing together with any and all additions, correc— <br />tions, changes and alterations thereof is the property of <br />Climax Molybdenum Co. and is furnished on the express <br />condition that it shall not be reproduced, copied, lent, or <br />disposed of directly or indirectly, nor used for any other <br />purpose than for which it is specifically furnished without <br />prior written consent of said Climax Molybdenum Co. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />1 <br />DATE <br />BY <br />SCALE <br />PAPER SIZE D <br />ENGINEER: <br />2 <br />3 <br />4 <br />5 <br />PLOT SCALE <br />INVERT OF SCALE <br />COMPUTER FILE: <br />.DWG <br />DRAWN BY: <br />CHECKED BY: <br />APPROVED BY: <br />APPROVED BY: <br />DATE <br />CLIMAX MOLYBDENUM COMPANY <br />19302 COUNTY ROAD No. 3 <br />PARSHALL, CO <br />(303) 569 -3221 <br />SHEET No. <br />B6'V0WR8 — ISSUES <br />WE <br />BIB 1 <br />63112E <br />RION 1 <br />NCO <br />13302 <br />8806 4 <br />FOE <br />BM <br />18064 <br />BR 6 <br />DATE <br />08 -18-10 <br />06.12 -10 <br />05 -90-10 <br />00 -01-10 <br />06 -18-10 <br />11-08 -10 <br />11,45 -10 <br />12 -14 -t0 <br />01-12 -11 <br />65 -06-11 <br />DISCRIP11ON <br />PIE <br />BD <br />112 <br />C0 <br />MUDS ifiBMIS <br />111022021122026013 <br />693 <br />at <br />IS:060I OD <br />BAUR & ASSOCIATES <br />CONSULTING ENGINEERS <br />255131,a So-c« 8 Lk,, CO 80301 <br />303- 444-9121 (v) 303 -415 -1 070 (I) <br />aIcbavcmm <br />n , ea r <br />.!, ave 0. d ad to onst <br />RI Coals. Oa 19 volOol 224 12 as <br />sosarootee palsy ottit O4 <br />FROMM <br />UhE SLAKER <br />PROJECT <br />HENDERSON MU- <br />COUNTY , RD <br />NO.3 <br />PARSHALL, CO <br />DATE: <br />DRATL <br />CBECED: <br />00 -16-10 <br />NEB <br />ADD <br />DRAWIINGG FRAMING' <br />TRY& <br />DETALS <br />SCAM <br />PROJECT NM <br />N01® <br />10063 <br />I <br />DRAWING N0 <br />83.1 <br />HENDERSON MILL SITE <br />LIME SLAKER PROJECT <br />DWG No. <br />REV. Let. <br />