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• • ' TEMPORARY BEAM SUPPORT <br /> • t 1/4' PLATE I TEMPORARY SUPPORT BEAM <br /> • •• • ♦ . • a •♦. •• •• z 8. I--z 14' <br /> • •` ' •• .•♦. •,` •,•••. + ••• •j •• •' f• • ,• • • • NOTE: ALL TIMBER BEAMS WILL BE DOUGLAS FIR SELECT <br /> 4. <br /> 4 STRUCTURAL GRADE <br /> • • • JOISTS: 2X8" NOMINAL i-'/B. I • a <br /> 3 • 1 45 <br /> • .' •♦ • • . . . •4 <br /> 2G2 ' • 2x4' NOMINAL F FORM SECTION VIEW <br /> .r 2 2X8" NOMINAL •, <br /> • ' I/4'PLATE I <br /> •`, <br /> • •. ♦ _ 3/8'DIAMETER <br /> •• •,• •..'. •,, •�• •.• •, •• ••r •• .. .•• .. ••• •. • ,t ••♦•• .. • '`' •• •.• .•• ;• THREADED BAR ° •F• <br /> T==7• ♦ 4 • ° ° <br /> •• .. •, •, •• ♦•• •,• •• •• •• •. •• ♦ ••.... �••• . •• .. •• •� ,, •' •� •° JOISTS: TWO 2XB'NOMINAL •° a• •° °.• ° <br /> a <br /> FORM PLAN VIEW FORM SECTION VIEW <br /> 1/2"OC.--+, �►- 1/4" PLATE 1/2" NUT TYP. <br /> WASHER TYP. <br /> 1/4" WOOD SCREWS O 4- SPACING <br /> 1-i/8' PLYWOOD WBX31 OR HEAVIER 1:1 ° <br /> a: WIDX26 OR HEAVIER ° 'p •, ' ° , <br /> W12X22 OR HEAVIER 4 4 <br /> 4' P <br /> 1/2" DIAMETER , • 4. ° <br /> 1-1/8- PLYWOOD THREADED BAR • r ` ° <br /> TWO 2X8" BOARDS <br /> 1/2" NUT TYP. ° <br /> WOOD GLUE: 1' WASHER TYP. <br /> ` 200 PSI MINIMUM •• a <br /> a SHEAR STRENGTH ` <br /> ` • c a JOISTS: TWO 2x8• NOMINAL <br /> • °•• • ° <br /> • STIFFENERS: 2X8' NOMINAL ° <br /> a BOLT DETAIL 4 <br /> 2X4" NOMINAL JOIST: T OktiXW181 H FORM SECTION VIEW <br /> 5 BOLT DETAIL <br /> ENGINEERS SEAL Scale:As Sho" Issued for: Issued by: <br /> I ISSUED FDK <br /> AS BUILT T DLL 4 1 1 Designed <br /> o"��� CLIMAX MINE A <br /> • f•�� _ Checked by: PDK CONCRETE CAP FORM DETAIL <br /> °� � '��= — Apaw.d by DL Climax Molybdenum <br /> Rf N9aN <br /> ® '� TETRA TECH <br /> =y t 1 t 350 Wdw Street Subs 500 Project: Project no.: <br /> A Freeport-McMoRan Company �a4',.Iona,e0401 j <br /> .rf••• `•e (303)21757M (W3)2174705 fox CLIMAX MINE 114-311174 <br /> Rev Description BY Dote <br /> EN CUM". COLORADO P SHEET <br /> x REFERCE h811i �i ` REVISIONS Location: /29/201 3 OF 3 <br />