Laserfiche WebLink
faam Min.section Beam socuombming Built up..cvun Escavate and level beam sad per Deldl A <br /> span medula(iW) 12"min.flange width and C.M. <br /> (0) min.aeetion mandus welds <br /> 10 67,5 HP 12x63 CIS z33.9mup <br /> 6mvex and keel sides <br /> HP 12x74 MC 12 x37 an up j <br /> HP 12x84 W R a 40 m up \ <br /> An HP 13 d HP14 W 10 x 33 on sp panel Cetif7e'[0 <br /> W 12■65 on up W 12x26mup i <br /> W 14 x90mup <br /> Tie plate and tie ba <br /> HP 12x63 C15 x 33.9 m <br /> 11 792 HP 12x74 MC 12:IOms�p � ISee DetailQ <br /> HP 12 x 04 W 8 x 48 m up Pour tine 3"concrete, Form o woo,reeta or Anchor bolt and ___ -� Panel with grated <br /> An HP 13 A HP14 W 10 x 39m rack(my be left in lace) i welded xim or steel e _-- '1� access opening �1 ap set beam,pour min.3" Y P [1 <br /> W 12 z 65 al tip W 12 x 35 m ap cover over end aide Plate,iCrequired <br /> W 14 z 90 m ap and top f!ream Keyway in ® ` <br /> 12 91.9 HP 12x74 C15 x40m up rock <br /> HP 12 x 84 MC 12 x 30 DETAIL,A Erodedop mg Pun panels(typ) <br /> HP 13 x 73 MC 13 x 50 on up Optional panel footings for <br /> BEAM SEAT panel edge or end at locations <br /> HP 13 z 87 W 8 x 58 m W where nick does not hold a min. <br /> HP HP 4 W 10 x 45 on up 1'flat ores directed <br /> Al HP 14 W 12x i5mup '� � by <br /> W t2x72map PROJECT MA.NAGER / <br /> W l4 x 90m up Shaft opening <br /> DETAIL B / <br /> l7 106 HP 12 x84 C z 50 OPTIONAL PANEL <br /> HP 13x87 ,, MCC m ISz42.7sq <br /> HP 13.100 W 10.49—pp FOOTINGS <br /> All HP 14 <br /> W 12 a 72 m up PRECAST CONCRETE <br /> W 14 x 90 map Top view(full v weld amtmd har) PANEL CLOSURE <br /> 14 120 IIP 13.100 MCI8x42.7mop I"x 10"sex Tie Bar <br /> FfP 14x89 W10x54mup <br /> I11'I4x 102 W12x50—p <br /> 'lP 14 x 117 <br /> W 12 x 96 m ap I"Maximum S'pacmgk101 Bois(tYP) <br /> W 14x90mnp / <br /> 16 l36 UP <br /> 13x IW MC IS x 51.9 m up Typ 7 <br /> HP 14x 102 W10rr66mup • 1 \ \ <br /> HP 14 x 117 W 12 x 53 m up Grade su�cial 10 <br /> W 12 x lObmup materials back / Excavation Lisr <br /> W 14 x 90 m up <br /> 18 164 - IIP 14x 102 S18 x 54.7m up <br /> HP 14 x 117 W IO x 77 m up <br /> W 12x 120msp W14x61 rasp ?'min. ---- <br /> W I4x103msp W16c58mup (typ') Steel beam 21'max.beckfill <br /> W IS x50map j <br /> W 21 x 49 m ap Section t iew sMtwmg I Ixam set in enctmcbme t-a panel or <br /> 20 IN W l2 x i61 rasp S IBx 70 concrete,panels,and tie bar GENERAL NOTES Hand trim edge if as specified <br /> W 14 x 119 on up S 20 x 65Am up 1. Standard Drawing No.I is intended to required <br /> N'21xll2on ip W10z89mzp provide installation details for precast Fill bw foundation von with enmpected waste <br /> W 24 x 1 W on up W 12 x n m up reinforced co tcrae panels to close humdous Shall openmg—I{ rock or concrete to form Coundation. <br /> W 14 x 61 m� DETAIL C Ux waste rock if able,generally m 13' <br /> W 16 z 58 m mine openmgs.Standard t)rawing No.I shall x c a h''o <br /> be used in conjunction with site specific max.Use lean mix concrete over 1.5'or as <br /> wiixssanup SECTION AND TIE directed Pm <br /> information in the bid documents. Y 1ect Manager.(See Detail B) <br /> 22 W 12 x 1 c 1 en _ 1,201 <br /> 20 x 65A mup PLATE DETAIL 2 Duringexcavation,the mtum of the PRECAST CONCRETE <br /> 212 w14x 1-%b- S24z79.9mtp <br /> W 24 x I W on up W 10 x IOOm� bearing show <br /> for precast concrete onela moy <br /> W 12 x 79 m vary and show a different configuration than PANEL CLOSURE <br /> W 24 x 100 m up ap <br /> W 14 z 71 m that shown on the drawings.The contractor <br /> W 16 x 71 map shall notify the Project Manager of this situation SECTION A—Ar <br /> W 18 z 60 m by and sariou panel footing options or lay— <br /> W 21 x 55 map CAUTION: This project requires construction wmk around and over modifications will he authorized if required <br /> W 21 x 55 on up / hazardous and unprotected mine shafts,scope,adits,and other <br /> 24 216 _--A'12 x 190 ,. S 20 x 65.4 oa up i openings which may be open to the surface or hidden from"m by 3. Concrete for panel footings,shims and Exhibit D Figure 3 <br /> W 14 x 130m ap W 10 z 112 on up / mash,debris or thm and unstable layers of surficial materials or rock. i miscelknmus uses shall have a minimum <br /> W 24 z 100 m W 12 x 92 tan up / 1 core - of 3,000 at 28 de <br /> W24.100 m W W 14 a 78 on up The CONTRACTOR Shull be responsible for thoroughly investigating P s <br /> W 16 z 78 m up the site conditions and scheduling his equipment,equipment _ <br /> W 18 x 64 on up /operations,personnel and safety procedures to prevent accidents and / 4. Steel beam and buth up steel section <br /> W 21 x 62 m rap /injuries. / supports for precast concrete panels are shown iutuxwLx` <br /> W 21 x 61 m up i/ '/' i i/'i'i' /i. in Table A for the maximum allowable IM <br /> height of four feel for pmast concrete panels. M <br /> Structural steel beam supports for precast convex s. The opening m be covered man very se H. "'t f <br /> and nap up shapes he secOnlv use modulus <br /> INACTIVE MINE RECLAMATION PROGRAM <br /> (Section modulus and shapes taken form A/SC Mandrel of$eel Construction, end built up shapes meeting the section r9odulus <br /> 8th edition.)Beams shall be ASTM A36 4 purpose stml. requiretmnts for various spans,and having STANDARD DRAWING N O. 1 <br /> minimum of a 12 inch wide flange,am shown. <br /> BEAM DESIGN PRECAST CONCRETE PANEL CLOSURE <br /> TABLE scat.yaw I naa.,,b..2003 1 9r..t% t.r t <br /> 0—by ALA Reviewed by JTH and JTG <br />