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BEAM BOTH SIDES <br />SOME CASES <br />14 <br />L_ _ <br />i <br />0 0 <br />l <br />} 0 0 <br />i <br />w r <br />i F <br />° <br />mo ? q" <br />¢F?I .- <br />a 8-BOLT CONNECTION OWN <br />No?N <br />0111 BEAM TO BEAM CONN. SCHEDU <br />010 <br />OEM In r nM ne ne <br />no nq <br />MMOM OF 31e'e ears 4 e e eo <br />1/2x5/16 TYP. I/4 40.1 24/16 <br />SIDES , <br />0 0 hw°o <br />0 0 ge11?w <br />?p0 0 m <br />EEL BEAMS <br />PLAN '-'`r' 6-BOLT SPLICE SHOWN <br />STEEL BEAMS SPLICE SCHEDULE <br />-SET PLAN <br />rq? on n0 ne ne <br />\ COL. SOI.IE CASES nx ne <br />eeu? or d/+'e eoLrs (q e e 10 <br />n TYP. BEAM TO BEAM CONNECTION <br />S-04 S-07 NOTES.- 1' ` 1'-0' <br />I. SUBSTIIIUTE BENT PLATES FOR CUP ANGLES AT SKEWED <br />BEAM-TO-BEAM CONNECTIONS. <br />2. USE MAXIMUM NUMBER OF BOLT ROWS AVAILABLE FOR <br />SHALLOWER MEMBER. <br />3. ALTERNATE CONFIGURATIONS OF BOLTS AND WELDS MUST CONFORM <br />TO THE AISC 'MANUAL OF STEEL CONSTRUCTION', LATEST EDITION. <br />4. SIMILAR AT BEAM-TO-COLUMN CONNECTIONS <br />STANDING SEAM <br />METAL ROOF <br />INSULATION <br />METAL ROOF DECK PEAK FLASHING BY METAL <br />- SEE PLAN WALL & ROOF PANEL SUPPLIER <br />TYP. BEAM SHEAR SPLICE <br />USE MAXIMUM NUMBER OF BOLT ROWS 1 -1-v <br />AVAILABLE FOR SHALLOWER MEMBER. <br />AFTER FINAL <br />RAIL <br />1/4 <br />GRID EDGE <br />METAL PANEL SUPPLIER <br />INSTALLATION <br /> 3/16 <br />3/4.0 A325 BOLTS ATTACH WALL PANEL <br />TO BE TIGHTENED TO TO EDGE ANGLE AS <br />SUP-CRITICAL <br />2 RECOMMENDED BY <br /> PANEL SUPPLIER <br />3/8'x6'xO'-7' PLATE L4x4x3/16 - CONT. <br />CENTERED ON SPLICE <br />-ONE Q EACH SIDE 0 METAL DECK L4x4x3/16 AT EACH <br />AT TOP OF BEAM 0 END AND AT 4'-0' O.C. <br /> TYP. 3 <br /> SIDES 3/16 <br />WELD BOTTOM 3/16 <br />FLANGES TOGETHER <br />AND GRIND SMOOTH 3/8' FITTED STIFFENER AT <br />STEEL BEAM - <br /> EACH ANGLE LOCATION PLAN <br /> I/2" MAX. METAL PANEL <br />CRIME RAIL BEAM <br />-SEE PLAN <br />3 CRANE RAIL SHEAR SPLICE <br />S-04 s-07 1' - V-0' <br />n TYPICAL <br />EDGE OF ROOF <br />ICE AND WA RIER TO <br />FYrFND ROOF EDGE <br />v <br />\ <br />INSULATED WALL PANEL <br />? <br />ROOF JOIST - - SEE GENERAL NOTES <br />SEE PLAN <br /> <br />ROOF BEAM - <br />SIC ROD AT GIRT <br />SEE PLAN FLASHING AT WINDOW <br />INVERTED GIRT PER METAL PANEL A <br />WINDOW MANUFACTURERS WALL PANEL <br />-SEE PLAN <br />AT WINDOW HEAD STEEL GIRT <br /> -SEE PLAN <br />K-BRACE ROD _-WINDOW AT NORM WALL <br />-SEE ELEVATIONS -SEE ELEVATIONS <br />SEE 1/S-07 FOR <br /> <br />COL <br />D INSULATED WALL PANEL <br />-SEE GENERAL NOTES CONNECTION <br />STEEL BEAM <br />PUW <br />-SEE COLUMN -SEE PLAN T.O.S. EL <br />108'-0 <br /> SEE ELEVATION <br />- ? <br />_ <br />GIRT - SEE <br />ELEVATIONS - CONNECTION TO GIRT <br />PER WALL PANEL MANUFACTURER <br />SLOT AT IL <br />KOR K-8PLICE <br />ROD TO PASS CONN. SIM. <br />TO 6/S-07 <br />THROUGH <br /> sM. `TUBE KICKER <br /> -SEE ELEVATION <br /> <br /> i_ <br /> TYP. FDN. WALL <br /> <br />100'-6' F TION WALL <br />1/5-05 <br /> <br /> 7U0?U? <br />1D <br /> <br /> <br />..+ ? <br />\/ ?5 VERTICAL <br />?\?\\-\\ KICK EERR CNN. <br />r <br />3 6 <br /> \ -?-11/2' <br /> • • \?% <br />? ? <br />IAOD W/ 44' EEM m. <br /> AND EPOXY ADHESIVE <br /> .. / TYP. WALL FOOTING <br /> \y / \ \ <br /> COL FOOTING BEYOND .? <br />3 <br />TYPICAL WALL SECTION <br />dPAWiG na REFER-E <br />LU <br />z <br />z <br />Lu <br />W <br />W <br />O <br />K-8-) ENTRY CANOPY FRAMING <br /> <br />7 1/2• • V-0• <br />-? V-0-0' S-03 S-0 <br />xo. wre <br />' <br /> a Ms <br />ilia drawing hgBlhYwxh MparerA elearordcmea Q <br />?s <br /> is the prop" of W. W Wheeler d Aasoaefes, uNeas <br />smoa <br /> odxxwiss exaped,asupersededhymAtan agraemM RECORD z Q ""A1 <br /> moth theaedlived at the Idle bloat e6 heii~-the DRAWING N <br /> expnaC N Wthat A she#40 bereproduxed, coped <br />DATE: 1111/07 j <br />WW <br />Q <br /> nor used for any other puMose then for wtwch4a <br /> Veakatly Mwniahadmtfout thepdorwn1ten cda" of <br />9aid W. W Wheeler d Aamda'ee. <br />3/8' FITTED <br />TYPICAL LOW, <br />AGE OF ROOF <br />1' - 1'-0' <br />HSS 5x5x3/16xCONRN000S <br />-WWELDro TFIT UBE TO BEAM w//TS <br />2:12 STAGGERED STITCH WELD <br />-WELD DECK TO TUBE W/ <br />TYP. SUPPORT PATTERN---,V <br />MSS 5x5x1/4 <br />W BEAN EXTENSION <br />SOME CASES <br />-WELD MN. 2'-0- <br />LENGTH TO <br />BEAM WEB <br />STEEL BEAM <br />-SEE PLAN <br />CAP PL-1/2'00 I <br />1'-1' W/(4) 3/4 0 <br />THRU-BOLIS- <br />W COL. -SEE PLAN <br />STEEL JOIST <br />-SEE PLAN <br />STANDING SEAM METAL <br />RIGID INSULATION <br />META. ROOF DECK <br />4 S-01 <br /> JOIST TO BEAM CONNECTION <br /> 6 <br /> S-04 S-07 1' = I -lY <br />GRID WELDS TD BE BY CERII11ED WELDER <br /> FOLLOWING AWS 01.1 E. TO BE <br /> CONTINUOUS OVER 3 SPANS MIN. <br /> <br />i 36" WIDE PANEL <br /> <br />DIRT SUPPORT. <br />(7) 0 PUDDLE <br /> WdDS PER PANEL, <br /> ? EACH SUPPORT. <br /> PRc1OE (6) 010 TEKS <br /> SPAN <br />SCREWS <br />STEEL TYPIC AT EACH -TYPICAL AT DECK <br />COLUMN GIRT, <br />EBBO• <br />TO OECN INTERSECTIONS <br /> P EE 22 - 3/4,0 <br />PROVIDE <br /> BOLTS W/MN. 1 1/2' <br />0 PUDDLE <br />OVIE (7)W(B <br />TYPICAL: i EDGE DISTANCE 4 <br />' M <br />PER <br />3/8' THICK BOLT SPACING. <br />3 MEMBERS <br />ROOF <br />J <br />FIDE` DECK FASTENING <br /> tD <br /> <br />TYP. <br />i SCALE <br />S-! S-67 NOTE, NO <br />1/4 <br />I i SEE PLAN FOR JOIST S ROOF DECK INFORMA71ON <br />y TYPICAL GIRT CONNECTION <br />S-04 S-07 1 I/Y' V-0 <br />BY by Re-9 Fie Remud <br />? am <br />Je8 X8 R.-.1 mNear axeiq <br />x.x <br />JLx Xa auex FOrGmW.em <br />[XW sMx R.o-a.».? 641aaE <br />m? <br />NG PER METAL <br />ZAS"" MANUFACTURER <br />ATTACH WALL PANELS TO <br />ROOF PANELS W/ EAVE <br />CLOSURE PER MANUF. <br />RECOMMENDATIONS <br />HSS 5x5x1/4 - CONT. <br />STEEL JOISTS - WITH <br />EXTENDED END - SEE <br />PLAN <br />STEEL BEAM - SEE <br />PLAN <br />METAL WALL PANEL <br />F EE LEFEVER STAMPED STRUCTURAL DRAWINGS <br />OR PRE-FABRICATED BUILDING DETAILS. <br />CONSULTING <br />Climax Sludge Management Project J&C.BAUR AWOCIATES, INC. 9 ULDEO, C 60301 <br />CGmzx Mire <br />CLIENT: Climax Molybdenum Co. -Climax, CO <br />#3 Dam Seepwater Pump System =?? D,_ ,? 110 <br />Framing Details 05134 <br />D3PS-S-07 <br />NOTED A