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W, <br />6x8.2 CHANNEL <br />f OPENING EDGES <br />TYPICAL <br />CONN. WORK POINT AT <br />INTERSECTION OF ROOF BEAM <br />AND BUILDING COLUMN <br />-CONN. w/ #5 CLEWS <br />AND TURNBUCKLES - TYP. <br />1 1/2.0 STEED. ROD <br />X-BRACE <br />W8x10 PERT. IN WALL <br />w/ STRONG AXIS PERP. <br />TO WALL <br />HSS 4x4 KICKER <br />ROD <br />AWNING SUPPI <br />ILDING COLUMN <br />SEELEFEVERSTAMPEDSTRUCTURAL <br />DRAWINGS FOR PRE-FABRICATED BUILDING <br />e EAST WALL ELEVATION <br />5-01 5-03 1/8' - v-0- <br />' 1/2Y STEEL ROD <br />X-EIX01-A <br />PROOF B_EAM? <br />SEES PC <br />T.O. WINDOW <br />T.O. CONCRETE /1111 HII 11111111011111 <br />14' WIDE x 14' HIGH <br />ROLL-UP DOOR BY <br />RAYNOR DOOR - <br />HSS 6x411/4 HEADER (6' VERT.) <br />w/ L4x4x3/8 CONT. PANEL SUPPORT <br />-WELD ANGLE TO HEADER w/ 2-12 <br />STAGGERED STITCH WELD TOP/BOT. <br />HSS 6x4x1/4 JAMBS (8 PARALLEL WALL) <br />FROM CONC. TO WIND GIRT <br />-WELD HEADER ALL AROUND TO JAMBS <br />w/ EQUIV. OF 1/4• FILLET <br />A <br />C12x20.1 TYPICAL GIRT <br />w/ 1/20 SAG RODS LOCAT <br />AT f0'-0' O.C. MAX. <br />W BEAM N GIRT PLANE <br />-NO CONN. TO WALL PANEL <br />W12x22 (HORIZ.) GIRT <br />23 <br />ALIGN AWNING SUPPORT <br />w/ BUILDING COLUMN <br />W4x13 VERT. IN WALL w/ <br />STRONG AXIS PERP. WALL <br />-TYPICAL AT CANOPY BEAM <br />W8x10 CANOPY EDGE BEAM <br />-HSS 4x4x3/16 KICKER AT <br />EACH CANOPY EDGE BEAN <br />NORTH WALL ELEVATION <br />S-0I S-00 1/8' sa V -O' <br /> <br />pwYetQ RD. REM.EwX Tlds drawing together with its parent eledronc media ere <br /> is the propedyofW W Wheeler 6 Associates. wtesss <br /> otherwise emwed,orsuperseded bywAroname«nem RECORD o <br /> with the cilwx listed in the title break Rim handled Once DRAWING N <br /> esp.. condition that x shag not be reproduced, mpied. <br />DATE: 11/1lD7 <br /> mresedrorWynthxpwpcwlhmrarwtihdu Cr <br /> speofiwrydf-hed without the prior written consent of <br />said WW WheeArRA-ates. <br />W <br />z <br />LU <br />Ix <br />U.] <br />LL <br />D: <br />D WEST WALL ELEVATION <br />pAIF MIOF By q0)n R8-s <br />01!lloe As JLI( Rwwwelw CeM+ear Bwang <br />eNIOB AK .x;B Iwwe kr Gnwereen <br />"nail Ol:w sMw Rwwe UwigP <br />.) GIRT <br />WALL PANELS <br />N WALL <br />ER <br />24" SOUARE <br />DAMPER <br />FIELD LOC. <br />i BRIDGE CRANE SECTION <br />s-o, s os I/8' - 1'-0• <br />` "°mp ip X D? Climax Sludge Management Project JC.BAUR 2MI a°? N""s <br />D-yn <br />wen es AK $ ASSOCIATES, INC. NgIUM CO 8030, <br />x. x Drawn Re Cimwt Mine <br />CLIENT: Climax Molybdenum Co. -Climax, CO <br />#3 Dam SeePwater Pump System r=R wwbw <br />Drawin <br />05134 L NO. <br />w? wr WALL FRAMING ELEVATIONS D3PS S-09 <br />®w ?wm D°s <br />AND BUILDING SECTION 118'=1'- 0 <br />(:A j) WALL ELEVATION <br />5-01 S-06 NOTES; 1/8' w 1'-0• - <br />1. STEEL RODS ARE TO CONFORM To ASTM F1554, w/ MIN. <br />GRADE 36 KSI, OR APPROVED EQUIVALENT. TYPICAL