Loading...
HomeMy WebLinkAboutCrane Cert ' Lette r of Tra n s m i tta I CONSTRUCTING W/TH/NTEGN/TY r Layton Construction Co.,Inc., 9090 South Sandy Parkway,Sandy,Utah 84070 (801)568-9090 * Fax(801)569-5450 TO: Mike McGee DATE: 17-Jun-08 JOB NO: 6030 Town of Vail ATTN: Mike McGee RE: Crane Certifacations Permit#B 06-0196 WE ARE SENDING YOU VIA: � Pick Up� Mail � Delivery THE FOLLOWING ITEMS: Copies Description 1 Copy of crane certifications for each crane from Morrow Crane 1 Copy of FAA review 1 Copy of footing design from Structural engineer. THESE ARE TRANSNIITTED AS CHECKED BELOW: � Far Your Use � For Review and Comment � Approved as Submitted � Approved as Noted � As Requested � For Approval � Returned for Corrections � Rejected � See Remarks Remarks: Please call if more information is needed or if you have any question. Mark Reed 970-401-1777 ,� � �f 4ds,..�„ f ' � f COPY TO: Project Files SIGNED: � '� ' � .f r� �° Cr t'1 ✓�t'"i�1 � Mark Reed,Project Superintendent SIGNED: Fire Dept. �.�y�on � Lette r of Tra n s m itta I QON9�°°ry~°~�~,~�°~,�~ r Layton Construction Co.,Inc., 9090 South Sandy Parkway,Sandy,Utah 84070 (801)568-9090 * Fa�c(801)569-5450 TO: Mike McGee DATE: 17-Jun-08 JOB NO: 6030 Town of Vail ATTN: Mike McGee • RE: Crane Certifacations � Permit#B 06-0196 WE ARE SENDING YOU VIA: � Pick Up� Mail �x Delivery THE FOLLOWING ITEMS: Copies Description 1 Copy of crane certifications for each crane from Morrow Crane 1 Copy of FAA review 1 Copy of footing design from Structural engineer. THESE ARE TRANSMITTED AS CHECKED BELOW: ❑x For Your Use � For Review and Comment � Approved as Submitted � Approved as Noted � As Requested � For Approval � Returned for Corrections � Rejected � See Remarks Remarks: Please call if more information is needed or if you have any question. Mark Reed 970-401-1777 � :-� i�' ;' � r' /7 9 COPY TO: Project Files SIGNED: ``� ''� �.�'yN. '.� �'L�� ���'�'' � Mark Reed,Project Superintendent SIGNED:Fire Dept. '/� Ju� � 11. 2008 9�39AM MEC-GENVER ����� No �9810 P. 1 P � � � F � �.�:� �, ..� 3 � / .i%-_. t�... . ,.. � � -. �` `' XIIlarraw Equ�ipn�ent ,� � P.O. Box 3306 � Salem, Oregon 97302 USA C��'I k� �ERT1�1csr�mN T����as1 �a�5�2� • Fax �503) 363 1172 �'���lll�'� ���2 6J1d� � z0 Dale,�C� .� � Cror�e C�r��S�i�atiort and Acaep�a��e Re oe� P F- - C�utvmer Y �.� r�,v M-�.C,/S Q � ,� Jo6�ite address_c `� � M�ke � L" �T' _ IZ! � 1 Model �� CiN.(f C�.t l- ., Sra�e �^�? zip �, /(.S"-7 5N . '7 Operofion monuol�spol'e pUHs/moint2non�6l0�availpbl8 OI1 311C? �Y85� ❑NO '" Hr me�e�reodiny Cu�rorner insln,cted ro reviev�epsrofion manvdl/spara purts/mn�ntenance I be�ore p ralin nd re inn crana? � Hoo4:reach�,���k Hei hi unc�er hoo� �-y �, -7 � � B � Q �es [� Na `� ����1 ����S pSJPJ ble�H Hoisr cabi� H 7o�wer sections consisting of. _�� �. � _ KAy f Cl SylT1�70�5: d��ti^d�°DP��d ond 1� �Chrchal,(nund(aully,uol vei rctiliod(pb:ail: fl wo.kuro orJe�, oofod undcr'Acmn�4s'� "�.Nd�PPiic�;n�u 16i:Kerr.� � 1. Checked for dpmwge and d�live�y in fulL ��s���an, �; ^� C4� -[�'b� Omp��pb��o��noth u�p0�moro cMrlut) s nof cfFcc�canfLm�fion on�L'.ury no�c.l .�'}'Ll Slr.wtn anry ballt'hrck�d a ai uod w u) Dcliven�l�oMapo uA •,. ��. r 9 y^cilimtion :�ill�,.}g"��;:�cTt: iSIA%%a1:�i/+ri�eJeriw�6ee4.d ^�el Mdorordntr}�y�u�hmeAeeMed _ �DUmopo ❑�) Man�nrica: �_� � 2. Rail track wsdembly g• o�s�gear o niK�el��iiam�ehor,Med:Jrire d,ernenh{�duJ�n9 IorWe srayy and nil t}�ecked —�`�i) �»»o��/1e»oo•c mPro,onron�e hr�ebr caiFnn�iho�cr�c�ne��ud;�I,o.�,.v�wl ond wa:loid ip � 5�Jilelinlg ond inleAoek opermian cf�oekal occutlonee wii6 monokw�.ai.�p.dlicono�o o�J rcgulm�on:. � MOi�li�y fpcee�s ond bod limi✓.q�hd � � Wr�noi rn,ne�rock aaamblr k, � RqloiMng btokr,qle�ulion v�h�n�I.�N;np rono,wu6load rl,«G.d l Hbill�viir iope nml.i�c6�elnd:��m�nel intlrut4d on opnallny wiAqW bodl 12) p�rata mrip IoundeGo� A1 lonil�hren...ropw oF hois�wtire�ope elil{m�dn,m w6on Mislln0 8wr Io.tr,r limil s�rilCh Il:pf �f TrackQciugo cAocFed• II � Upper and b.ro.•hoii�inp gy�i���v,jtd��a��it�pac�od and kskcl a! kotb chaloJ �^ �+I Mnlor/{kruvoior brwhe�e6eekcd � (1� IoirJS mli:k7ory �I kamaike: f2) Rail;ot equol hclghl �31 Rnl)haod damoged lal RcN heoJ�;dih, i�;,.,�I L�I�6i—__._.�', Q. Luffing gea� 1 Ro(I nuek a�wnblr moperlr e�oundod �� Aneehmn�+s chockorly d�.0 elemmu end o�l chcdtet{ � � La6lLnila fo.p,6uNcn)�m+dled:Pawnnnl�nk�ed � 61 !�6 nn�lo limi�swik�roi�el lo<aiet�rodlus ond IolMd hl inne�rail r«hus charked on curved�mek: fi in �l Mimorkr. �"h +��brwha�cl�..4ad dl Aemoticr. � 3. S bonary cra�e 10.Hydroulica �j Ownel�/ley�ee'e iaprorc�al'rvo hmcby cmf)nn�drol k�undeGo��Wam ado oe� 'balbd �l Muhn1inA��ticckcd;Jrira ulemem�ond atl cAnaod �,�/�nd 6useaaellanlevdled..he�toneorod inm po�hlon �` Y�� � VocU�uni�o�J ua�Ind ai pioec and ho�o��ndudiap co,.nec6o�s�I�,�kod (��y�Gl irm��ollny of boll�bnnation bennen lw�o uedon,a�1 Iw�Jmion�nehnr�I�KYcd �� ��iD1 of�rive m�io.relolbn chcdiod nll 6vU.io,q�.d ro�peci(ico�bn dl �'+niolion of eamrol und proncllon.ry'n:r6aLvJ d) Re,w�w: //ti/ �,� �al Wdtkinp p�o»vre chocMed per oporolion munoal � iwonL�c��.�, �r� ._...,__ 0 aemo.l:: 4. Boliaaf 1]. Trol�ey trav�l gear � iotal w�1p{�l of aNrol ballod Ib:;nr oi.dnbi Anoe6��en,chxkad:dd.e elrnxnn oMl o�1,�eGk�J 7oalwo1p1�1o(c4onlelboOo;I�Ih�;nr�F,lobi b 'f�all � Yaqou pmhlon ond im�anln��chockod oY mo�nmau c6ahal d� Aomork;•. � limll Swil�i�c;,siops ond ind�cob�odiv�ied ond Mua1 1ro11ey ho�cl ropo run�}onor anc160p dwix ch�cl�s.J � � o) '�rollc�trm�t)ropo reevBu�ond oMochmem���rvm cMc�ted � 5. �ralle underCarr�p�e ���b���h66dbckeJ el aemo*r� � ol lrwe)ppo/�oyovl ohecluA;romplla,.116 ope��tb�menvnl y � P�ad I�ma�paor arms focl��,�l��b penllion � All�il domp;praian�om)leflal T�. rake� ) ibwermbb drum Ivya,�aqd opeml�an ehecMed a Operolton o(all lxnke.dwckal Finn sco�(ng o�oll Ioakob�o�,concr pin�rhockad:bolr�Iory�J ro yaciRrni;ons Cond+l�o�ol���b.uhe rhou cAal�vd II Remorki: �) Imhuc�par�onrrl ai 6raka � � OdjvfRnenl wNh 1�MCio�oM�mG�n on nqpbed in:peeMn ond ree�iny �. Trovalling gecr dl Remork�: �` No �u�mM chal,od;d,b•.!.m.���o�d oil chocWKi 1+� b�%ro pc�iur,e�apxnon�d�vo�h clrocked � --�-._._._ � �d BECh molor;en o�A�:do.ofl ��od h ook d� Bdh moy.�m ouar ro11 of�.��IJ�ad�vs S-cur`o I Operorton o((merol puide to�len cfixked y4 Hov6�wlvcl<��v<A� 1� sro•�I�oar rewr,tng�w;�cM�on�ocroonn�mochawamc�wiod;pononncl infomrod bf n°°k""�M°°ar/Ixkino dako chec4ed �..fl) rimel ma.emen2 ehadeod�md0�b�V9Al1 CJ�aekocl �—�a"'o11on ol w{ey le��eb cl+oe4�d h) Romo�ke: c1� flemarkr;,,,.,,,�� � 7'. S{QwinB geqr � 14•�►e ropes ❑el G�naM+en�:cheched:dd�e elemonb inelodln Iluid w CS��) Per.onnel rom�ndwl ef impodun[e al�rppo.�dlilon,toneN�linp p��n ond p v�bm or!011 checkaf dirawoo MC{•A31.�-dOBB•39d � MACNINE�ILE CUPY—g�NDTO SA��M ,,j -Jun. 11 . 2008 9 � 39AM MEC-DENUEP, No. 9810 P � 2 Crone C@rtificotiah on�D Accep►anae Repoe� Page 2 of 2 3562 ' �1 ����P���^0 ond repe roo�+�Ilh cwne i�o�wro6m demontlro�dl I In�lrvel„er�n�elo�rapolu6ila+llon �2 P otet�ive eovdrs d) Aa�nork�( •ul Saloy gaa'el�/.Aea�on pll diim�,6raka,.Fulbp and elq�friml ul mam; aQ D ptesmcennr� mnac�ohotl�Mp���chocGed . b� Romuike' 13.Elecfricol oyalem o) <uhla eonnecAom�o�nbl�tkum,cvnea oollecqr,dip�i^tl,>�.�lith ge�i c�lrn��,all o�semLliu,�wlldw�nnd w(oly doricc�diecM�d Z�, ta plates/wnrning signe Indldduol alocl.�ml phaen�ro gmund Inm�sO��e�mnduao�d�rcked lypo plaro e1 'fepslon�rplloF deYkee on nll fupply eoWea dwe4ed b� PedorfionCO duiu plo�v � S�pP�'vcblo Iro firo'uncHOn boz M wna: ��) lanp�h � ' p Unauihorizod unw,p�uto d Wo�Wnq•ono donper tipn 1�1 Si:e el �ccidenl rywaMlo��d1ce Elee�.ie no..a.: M�d�� omparc: fl RemeiY�: o VOilo�o�nMfwed WiII�OU rciola.on ohd Ip�iv:pundcd Vell�pe flvWalWnf m sxce�f aI �yr z�76 are w�oCCeplOhlu rJ c}L O��adinn of roro�ion ol oll mo(op thotkal .�4,�arning deviceq Q'f�) $pe�d dwnpeond hoWlr�bre{e.ei��uio�r,ount�..eurronl bAkfng er edAr��nani 6rolrin0 �vl A�d�bl,ood��e�o1„o���iop s�gnob�Ibcl�ed and J.�,oneimied opurulion clwdced;pnsonnel�n�huewd m Iha c vmti oVsrolinp prxalurr, b) Romorks; � 1 ulrvclion;om m�lnkoonn oE elod�icol rylwm gir�n � � Grovnding wiie In:hdkd � oround kuh Dioialiun vynem 7�ubrica�ion II Aemqtkt: 1 Ahmlbn drovn p F�ricolim��wirtlt in operdie�nm.�ol e.�d mn�numooe t6m11i�1 bl Dil�,el m nll vv,��mi»imo end hydmullc Iluld�onk�/�.,rr.oin thec4eJ,p e�mnnd��mvual �epwd�np nll d�o�po�vnd moimvrnm;n �I All lulnicuiio�pwn�s ehmckod dl Raroil�� 76.Slawing pfatfarm ��Atl conrroAionl•L'm�anin0,Pnnuus o�lockp�o�e�unJ botu mrquod�o��ifcoKon., a��)r► b� fliMark� a SleWinD brok�ocwnlinp�honiHn C�»ckeJ > J16 rodiv�a load welAMng devics ehecked e� Wmd�hie{d Mlpat ond�un visor theaMeel:Luolfnq u�d�endblion e6ne6ed �7.TOW6C� 8�9w1�18 g��h011� jib piva�block�A—(11'QCIC6IS lood�radivi anJ capvcly}..hud [!,}'p1' All�oni�iionti:li�m aealhg,Premnea e(beY�1�Ms/r,onor pn;Ibe�U<hac4ed ond bolb o� Remur�.: lorpuKl lo snecificotioro �GWde rolMr ol aln�copingn cllmhtep�qolprtum dmCMed tJ Crotrn�embor,br4iny pow{t.ICkho>ont)wpporl�hoc:operoKon.anp�pnmanl oncl:eitlut� ��.S�b�`UP . chocked (�fl Variop�wmMnp movomoNs and opnm�iq�of aune cenlrol:and�vipm.��amlo�nad end Twor aliyneJ ond gulde er p�Mfvra idlo,up6loncd lor normo�operoli�i domon�ven�und p�bd e� Sar+ar alipnerl on�l guld�or pnl�oir rnlbre Jackan�xl on(o.nomnl oparoUon bi �+omo��:; II R.mv�k�: �a. � 1��l1WIfC�1E!S �g',�ain jib . � L«n�awlkhcc cor��ly qdj��d,•.p�ainod,la>bd and dwnonmqtpd . �I All conneciwna:hrm aralfng nl beLplobflconar pim/lik�iv��;<hetkcd Orro�iun elwcM�d and dcmandrouod: r,r � � �IuNihp cmd holding eqvlamen�opa�o�o�chaakatl . (I l Momanl Ilmll r•.ilch;jlb raoeh�(� N Q (�J � t Meilien vnd sbpo onplo d�o4ed 121 Tro�leyln 1{m�.Milth op�rofio�wl � ,d) .Hemelk6: [L,}�'��3� '{rollq�aul l�mn��iul�opo.uAo�ol W� Hookup 6mh�wiKh eperoicnul ' 15) Hool t�wio li��il...,, fionel� 1�ount�arjib �sl r•��,��. � � o) All tonnec�ion�;N�m eaolia�al loc4platio/coNer pim/locknrb clieckecl I7) S000nd pam I Po��6on onJ R�lanen e6ec6od (81 11�iid ypor �� t) konror�u: ,,. ,.(01 Founh pw, Iba M 1101`��Inp limil mik oporofionol (1!1 Trpve��imil�w�p�M opciollmal � I 12�peudmon�r�el�nuararionol 20.Ijope pulleys/sheave� �� ��mo�,,, Q ol„Frco iwming;600rmp�ond mounrinp�chucked �a6r Ropa puide po�i�ivn;{irm coelirq ond op�ralinp a:rope probelion ehackn(I �i �.��: . � 21, ccess, entties, wlndaws al 8uln.�m,wo1L.v�.�ol�ortni.A4k{i�5�I�pndroil4 don1,windowc�flop:and�ofvyar •umining w�chn�op.�a6on roakd � bl komorlu: `— l�ote on Item 1; Thia mnfiimntion�o oalrided to Iho)ime ul which ihe eorv�ce tachnician Is In oHendantc,The aeknowledgmenF on Iho de{i�ary nole or bill oF luding tpfhe oF{ecl thpl �he equipme�l deliv��is complete ond�n good work�ng condilion remoins e�{ecfive exCluei+elr pnd in futl, � inlo mal on�cbo�nce qing f h�dfelr DPBfplion ond mo nlenbl cEied ond accepled in goocl op��tlfing condilion ond Ihat Ihe corvirb tec'�fif�;,^)�;��y7?%y��if���!�'xlvule ,r,,� �l~Gl}}��aC� L'r' fNOmea TaAnidon—WFAS�minl� � 1 L . V - G/� /� Lavlivn Dvro a/Crni(icoiion dpa�pb�ca � � n�nr ol So�vk�rahnioon ��/��/�� � � ' _ q� -�� S�nolvro o Gv�fomer i tiu i kep.�renloliro Pob k.t{•d91:?J088•9Dd � MACii1PfE,�I�,E COPY--SEND TCI SA�_EM Jun , l 6 , 2008 9�28AM MEC-DENVEP, f����� �:� ��� �g!� No�9802 P. 1 ,;��6rruw ��ixl�]I�EI?` � ± ��'�� � C�R�'.���CAT.�EiN �-' PO Box 3306 � Salem OR 973D2 USA �• 503 585 572 i • �ax 503 363 1172 q,CJ,�� info@morrow,com •• www.morrow.com Tr � � . � � �� � C�ane Ce�i�ificafion and Acceptance Repor# Poge 1 of 2 Customer_ r_f!y%ON '��vs,•`. L SRnr�g �O:?,a.G Jobsite address O N� [/ir,?L �,p'R . Make _ �,�.��G'ff�'�ir' Model �/.•� Ez:�' — City Stale_�'�Zip FI ��'7 SN � > 9 4peration manual/spare ports/maintenonce Iog available on site? �) Yes ❑ No Dqte Vol# Customar inshucled b review operafion manual/spara pnrts/maintenance log���operoting and r�iring crt7ne? � Yes ❑ No Hook rea�h 1�ti _�} Hei ht under hook- ��L R' Pawer cab�e��? _,,,ft Hoist ca61a Tower sec6ons consisting oF -��C?� Hr mefer reoding i S'6S T��uGr LrL� r y� Key to symbols: �Checkec),opprwed ond in �Chakad�(o�nd fauly yna ye+r��d�ooroe, � good wor�ing ordcr. noqd bnder"Remnrf�:�). ' "'e`No�appliwb�e b Ihi:itsm. 1. Checked far ddma�e and delivery in full. �s��ae,pa•2' �(Ooea nof eHea confirmalion on ddivery nok.) ) nu�pur pinion kolh cngogqroenl dmckcd e) Delirery ehonogo c� Slewing rmg bo�b checicad or rory�b,.p�,y(��tion Operarion of weal6erronc deviy���d e) MoFor or durch bnr.{ms chockad �� p�90 FI Remark:: 2. Rail track assembly S• ois�gear �a p,,,,erc IeyK: J Artochrtien��chsl�;drire demen5 induding forqus 6tuys and oi�ehecked � / rept�semalive hercby con6�m:Iho�uone trak i:hori;onro(ond wo:lo�d in b� Ho;,Hng speede ond lood Gmiro reeled acoordancswilh monufadurc/s spen6mlioru and repulofiw:, c1 Noistwire m ew - � b) langlh of aone hack osielllbly h P �ppin8 e{�eekod;p6AOnnel in:trVqgd on operaling wilh0u41oad: cj Ve�eion I AI Ieo:A Hvoe w�p�of Iwi:rwjre rape:till on dnrm whon hoisting geor lowsr limh,wikh kips � �1) ConasN sh'ip foundo�ion UPPor ond Iower{�oi:ting g�r limitswir�h ael�in:pcusd and Ir,kd � 12) �Iher �� ��/�a�d�rbrutfte�+chedrrd dl 7rock��B�d�kacl; h 9) Remork:: � a) Rail�chccked --'�-;n (t) Joinrfaliafocrory (2) Raila o1 eqwl hdeht 13) Roil head domoped 4. Luffing.genr Idi Rnil head wid�h; "�o� Atto<hmmF,chaclo�d;drive alemenb ond oil chccked in;roil hejghl in bl �m ongle limil mitehc::pr tp�y�t mdiva ond lesled �) RoilkodcwscmblyPrppa�YBrounded �c) Moiorbru:hrachedced B� f����mib and md atpp buf�er:insrollec! d) �,Q��. 61 Innc roil mdiw chadccd o�a�r.2d imck k in il ���: �1.0.' rolley trorel getir � . 3�Fationairy crone o) �cFmmh chock�d�dm2 claments oad oil chet6ed o) Own¢r;/IeaeeeS iepre;s��p�rve ti�Ry�,tonGtm�Ihol{ovndaliane wefc ode vo m.roll9�1 d�d f T���`�Q°��'801�'�oller.adjustcd when applicoblb bae eedion plumbad in Iwo dirccrione�yha�wnererad inlo pa:irion 9 � • �l limil swikhc:,tfop�and indiwrorodjuskd ond le�ted �[i1� ) F�rm xwling oF bol�connechon ben.een 6a:c sacfion md(oundo�io�anel�or chce�csd TrolleyhwBl rpp�knsianer and hop dcvieo chncked � p,���y,b �b e) Trollry irovel mpe recving ond oHochmrnr ro drum chccked d) ��; rq �pecificoiion $f) Moror broehe ehaked g1 Remorle: 4. Ballast ) Twnl weighl af cmtml bdlo�t Ib;nr of.loba_ T�•Brakes Tobl wai8ht of rounler bvllo;i "O I6s;nr oF�Iq�e G/ I Operorion of all brakeo t}�e�ked c� 6alloef po:iryon and(oek�ines cl�cl�ed �) Candi�jon of oll broke ehoe�c6cc� d1 Remork:: e) Inotrucl per.onnel on broke odjua�men�wifh:pcc7ol oneniion on�quirod in:pcuion ond N:lins � d� kemvrk:: 5- Crane undercorriage �o) ?rwol 8opr��ut checkud;oomplie:wirh ope�tion monuol '�'b) Pawciod tnm�e�peor arm:lotked inb ponilion �Z.4oad hook � � c) All rail domp�prc:mt and b�led � Hmk s��el chec�cd , �d) Power mble dnrm Inyour ond operofion chetkgcJ Hook nu�kaepe�/�,�k;ng de�i�e�d e� Firm.wiing o�oll�ocJcplare;,coNer pin:ehecked;boli;ro�qued b apecificviion� e) Op¢ro�ion o�eo{elylorch checl�Cd �1 Remork:: d� Remork;: � 6. Travelling gear 13.Wire ropes '�o� ANachmanr��ecked;drive e�emenl:ond oil checlwd �q) per�nnel in:lrvcled on ro m• ection erilerio 6) Driw pinion;engagemenl o{leeih chscWed P°�-P c) Both mokr,on outbide rail Go��ect�poolin9 af)d iope nm wil�erane in Ope�alion d�onmakd d) Bolh mobrs on oukr roil o� C� Imlrud por.onnel on rapa Jubticolion � emdl rodius 5•cvr� d) Roma.ks: e) Opero�ion oF lokrol guide roller:checWed �Fl Trov�Beor ruvsrying fwilctie:ond aduoling mechoni:m:tesipcl;Per.onnal infolmed �g) iravel mommenle checked;molor bru:hos checked n� �m�: l4 Etectrical system � �o) Coblc ronnq�ivn:Yo opble drum,cvrr�n�����,:liprina,�wikh gaor�i�l,oll ocaemblies, 7�'��. ewikhca ond.saky devioee c{ieclmd ing gear �) Individuol eleclricol phoaea 10 grvund(prolresvel conduclor ch�cked 01 nnochmrnh cha4ed�drir_elcmeMe includinq Quid cvuolino ond�il�4�d cl 7enoion relief devicc,n��II.,��.,I,.�..1.��._�_.LCJ „��n�Jun � l6 � 2008Q_9l28AMA� MEC DE�NVER��e ��Po� No� 9802 P . 2 �/v I�ge 2 of 2 4567 �� Supply�{�e from•'k juntrion 6oxro crone; Z2.Datp pIa►es/wc�rning signs (�1 lenglh =J N r (21 Size ' � TYP°P�°k �I ��ecnicpower. �2�J/ ��� _3(g'�l L�6) Perfo�monsdo�qpbk U” f) Volfagc meoaurod wilh oll motor�an and lood 6u�pended.Volloge Aucluofi n�i��;oF,� Q c� Unnufl�otiZed aam:plole oR�cceprobb LJ dl Wor�cin����sr ei� �gi oircc�ion of�otalion of all momr.�hocked ❑�1 �+ccidenl prevmhon nolice Fl Nwno�4.: [�� Spood chorrge and holdin9 brokn circuiu�wunbr-current brolf(ng or eddy cunen�brakine aperorion chx{oe�;p�nonnel inahudod on���ct operotin9 p�edurc: i In�hvctiono on moinknoncc oFeletlrirnl systsm giren Grounding wire irulolled Z.�.}.ubricdtion k� Remorw: R�(B� Givna oporalor inekuded nn Iubrit0lion inr,in [�� po opetalion monuol and moinknoncc checkli�l b� Oil Ievel in all Ironemueion;and hydmvlic fluid mnk5/roavrvair,checkqcJ;penonnsl in�i�� ropvrding Dil�onge:and moinlenance e) Alllubricaiionpofn�:c6oc4,ad 15.�5lewing platform - d� a�m°,�-: [}a�a� All cannrtliom,;fvm�ealing,prssence o{Ixlcplots:ond bolb lorqusd ro speci{imfion: b) Rcmark;; 2�.Cabin ) Slewine broke;ocNrning mahoni:m checked � ��awer S�AW I 1i6 mdius or lood weighing devioe eheckcd , ing section ) WinJ2A{p�d wiper and cun visor chccftcd;heonnB ond�,�iloii��� a� All mnnscqom:lirm;mting�prexnm of Ixkyblea/coNer pin:/Icekpvh c{iecked nnd Ewlls ) Lood(rodius and ropoely�ehorl kiquod ro�pecifimfion: el Audi6le ond vi;uol worning eignol;ahctk4d anJ demon:�rored � b) Guidc rollsr p{y{�pPi�9 or dimising equipmgnl�ke[I fl Remodo; c� Cro:�+�ort)ber,�aking powla,lokhes and:uppo�t�tioe:opero�ion�enpogeme�l and tonhxl chccked �d) Tower aligned ond guide or pre::urc rollers ughkned{or normal opuolion •�� ••b�t'U �Q) Tower oligircd OnJ�lUlde or prc::ure r01�9A�Iackrnpd o(�fof rrormal opsrOtipri �`�a P fl Remo�b: �(v) Yorioue wwkine mm�emenl�and opsro�ion of erane eantrole ond aquipmcn��tploined and � — y drniaWrolad b erona operalor ond te:hd b) Rcmwke; 1�nin jib al Allronr�ecfipns:6rm.edlingofloekplo�/cp(lerpin;/I«knur,ehetjed 2(j. IA11}SWI��p$ � �) luffing und hdding cqvipmenh oP��Iion�ecked c) Posirioo and�lopc nngle cl�edmd I Umil:wiKhes�prrecfly ad�uaad.exploined,fi;rcd ond d�o�:nurod d� Ramorw: � OPeraqon checked ond demonsbvkcl; (t j MomenF limii swirch;jib reoch_ '�6y A%�,l�Q� Ib; � � (2) Trolley-in limir;wi��rofiaial T�ounterjib �/ I3) 7rollv��aur Gmit ewild,oPaciional � I ) NI conneclianc:Frm seoiing of lockplarea/cdier pin:/lodmub c6ecked � Id) Hook up limil nv�ch opsroeoral b) Poei(ion ond ratpinen clixlcod 0 (5) Hook down limir swilcl�q�ewtionol el Rcmorks: Ibl Pir.�gmr 0 Ib; �7J Sctond gear_„(,� 18) Third geor T T�� ib� � ' 19) Fourrh 8°O� Ib: �9•�dpe pulleys/ahenves �i ol slawing Ilmif awikh oporoiionol L1P) F�+�vnning�baori�g�and mounring�eliedxd � (11)Trovel limif awikh opaa�ioiw� [�bl Rope guidc pn:inop)Rrm scaing nnd opemling o:ropo probclion chc�kod "�I (t 21 Daodman�wi h opororionol ` ������ ��%� ��� � cl Aemork:: �J Remark:: �+�.e"—/' � 27•PLC crdne setiiqgs 20.,Acceas,entrias,windows �a� Refermce woighi i�; � �a) Sroirc,�oddas,wall�upy�,pb�b�;,haMhee,hondroi�,door:,window:,lldps ond�afey or b) kadiun emlcd k rsroinlnp mMwc operoNon fe�ted fl c) Kf945 aaRwars venion 6) Ramorke: flL d� K198 eoAworc rereion �.J�� F-MlS�o�iwnrFVBfbfon1 �� Rmm�rk:: � �l.,i�rotective cc►vers Q o) SoFsy guard;/covers on all drivc:,broke�,pulloy:ond elxkirnl oquipmenr pr.�encc ond correclortochmenlc{xcked �8.Slewing oren IimiMtion 6� Remor4.�; 'Q a) Sire plqn oomp�akd ond aNvched � "�bl Acti.w and progmmmed b� Remork•: hlate a►i Otetn Y: • � This canfirmot�on is restrictsd to 1he lime orwhich tha service technician is��aHendance.ihs a�knowledgmsnt on the deG.rery note or 6�II oF lading ro fhs eFfe�t�har�hA equipment deG�•sred is complele and in good working cond�hon remoina effeclive exclusively ond in{ull. We hereby conRm��ho116s obwe cro��hos bsen ce��Fed and occepred in good opemling condi�ion and thot Ihe servica iechnicion hos provided odeqvate iniormolion concerning il;SaFey, operulion ond moinrenvncc: � ��"a�.,,, C:�.. ,�.oC.��I INome of Tochnic�on�PIEASE pnN� C '�' �t'�' — •,. E iL`"`7 lC�--�Z� ._t:J7 � locatlon Gore d Ce�sNcorion Actep�once �J .-,^-�._G''7 �. Jlgnolwe of Ssrvi�iedmicion `�re _,.,,_....... ),. `I �.-V � � S�p�oiom d Cus�om��:Aurhonzed R�pro:onrou� Aoie 3 � . �/ 1 fam Approved OMB No.2i20-0DOl Please l�ype or Prinl on Thls Form Explratlan Oaie: 7/31/07 � Fallure To Provide Al/Requested Information May Delay Processing of Your Notice FoR FA.4 UsE oNLY � Aeioneulitel Sludy Numbb �.5.�,�,�,���o,T��a,�,��� Notice of Proposed Construction or Alteration Federel Avletlon Atlminielntbn 1. Sponsor(person,company,etc. raposing this action): �_o � � � � 7�5 6 S "N �n/1 1, ���� 9. Latitude: Attn.of: 1 � i Di r Y` Name: L�,r v�D v� (',n�1 C f't`in� fj�,�1 C.C9 10. Longitude: �° ��- y � �� � 11. DetuRl: NAD 83 N nddr�s:��� Vr,r�'f I�r�a�( � ❑ AD 27 �oine� 92. Nearest: Ciry; UC5 i � State c�o �_ P ��6 JG � 13. Nearest Public-use(no�private-use)or Milltary Airport or Heli C�ty: l/ra i � 5tate: �s ZI : port: Telephone:•q 7 d' �l 0(- I�l l Fax: q�U- �7"I^S 9/E, ��a� � `/q(��.��o � p i-I o�.( 1-�e.�i p n r-f' 14. bistance from#13.to Snucture: S'{��Q � 2. Sponsor's Representative(if other Ihan#1): 15. Direction from#13.to Strucwre: ���j�� ��,.5-� Attn.of: 1fi. Site Elevation(AMSL): �'S f 3 Z ft Name: 17. Total Structure Height(AGG): �r s rt. Address: 18. Overali Height(#16+#17)(AMSL): g3�-(7 fl. 19. Previous FAA Aeronauticai Study Number(ilapplicable): City: State: Zip: N�n P -oE Telephone: Fax: 20. Description of Location: (Atlach a USGS 7.5 minule quadrangle Map with ihe precise site marked and any cerfilied suiveyJ 3. Notice of: �New Construction ❑Alteration �Existing 4. Dufation: ❑Permanent �Temporary(�months,,�days) S Q�- �t l l�C,h ec�. 5. Work Schedule:Beginning 7 �/�-O � End 3-3 n-•C)% 6, Type: ❑Antenna Tower �Crane ❑Buitding ❑Power Line ❑Landfill ❑Water Tank ❑Other 7. Marking/Painting andlor Lighting Preferred: ❑Red Lights and Painl ❑Dual-Red and Medium Inlensity White [�White-Medium Intensity �Dual-Red and high Intensity White / �White-Highlntensity �Other pua� red f}�ic,-7'i014 8. FCC Antenna Structure Regfstratlon Number(if applicable): �� 21. Complete Description of ProposaL• Frequency/Power(kW) I W'z7 "r O C,J^f.� C.�GI UL eS �c ✓-e ��e� v�G� e. Y'2.C.."� �e c.� �D /' "��'1� � U r�dS-e- O T �,j (.tf ��i VlCI� 'I ���e. r p U � .S-�ClS ON!S �P SL�� r7 f Iti L/C( i � C. O ���'�c�r , � h-2.. �i�t l/1�ZS Cc.�^2.. 'I-'e i v� ��r�e_,c���c� Y �, � , �-�,u-e,�� �e�e.�' ���c�u� (ow�e.s s c�.�rou�n��� � r-ac1�, ��I s Z. `) � T�1'►e_Y v��� l 1��- �I a h i U �n��- �r�cc v� I G15 ' �c b n��e� d -rh�.. c� �.�.s� � �-t� �,c�.���-�-� �►�. Notice fs required by�4 Code of Federal Regulalions,part 77 pursuant io 49 U.S.C.,Seciion 44718. Persons who knowingly and wfilingly violate the notice requirements oi part 77 are subject io a civil penalty of$1,000 per day until the notice is received,pursuant to A9 U.S.C„SeCtion 46301(a) i hereby certlfy that all of the above etatements made by me are true,complete,and correct to the 6est oi my knowledge. In addition,I agree to mark andlor light the structure in accordance wlth established marking 8 lighting standards as necessary. pa�� 7yped or Prinled Nama and Tltle ot Person Filing No6ce Sign/eture ^ 6 " ��- � '7 �c� �r_ ���,c ,��P �" L/� �� FAA Fortn 7460-1 (2-90) Supersedes Previous Edition Electronic Veraion(A obe) NSN: 0052-00-012-0009 � 1� � I ��/ia/aoo� a16se ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** � 'he Federal Aviation Administration has completed an aeronautical tudy under the provisions of 49 U.S.C. , Section 44718 and, if .pplicable, Title 14 of the Code of Federal Regulations, part 77, � oncerning: Aeronautical Study No. (A5N) 2007-ANM-2058-OE Structure: Crane I � Location: vai1, CO � Latitude: 39-38-33.73 N � Longitude: 106-22-46.00 W � Heights: 215 feet above ground level (AGL) 8352 feet above mean sea level (AMSL) o access complete details regarding this determination, use Search � n the Internet at http://oeaaa.faa.gov and search by ASN or the ignature Control #, or contact our office at (907) 271-5863 ignature Control No: 523283-100568630 � � � )7/12/2007 84070 ** DETERMINATION OF NO HAZARD TO AIR NAV2GATION ** I Che Federal Aviation Administration has completed an aeronautical atudy under the provisions of 49 U.S.C. , Section 44718 and, if �pplicable, Title 14 of the Code of Fefleral Regulations, part 77, �oncerning: � Aeronautical Study No. (ASN) 2007-ANM-2155-OE Structure: Crane Morrow Crane I Location: Vail, CO Latitude: 39-38-33.73 N Longitude: 106-22-46.45 W Heights: 276 feet above ground 1eve1 (AGL) I8408 feet above mean sea level (AMSL) Co access complete details regarding this determination, use Search �n the Internet at http://oeaaa.faa.qov and search bv ASN or the � I d ������ ��.. �. �} � �., �� � � � ,; ,: lr"( ;,, r. �, . � , - �,,�����. ; ..� ,: �,_,. � , ����;,��. �� ����!�;. � _ -�. ��,���. � � �1ti�,,.�, ����.,:, � A► ���.:'�� ,r�,`.`;t`�=- � i- � )) 1 ����iL�;��. �� ,..J r�. '�� � , `\. ��v"Lc�� `s . . ��-;.....�. .� r 1 �l�` �.��;�� � . /���.,,� ;r� ��1a/� � � �•� ��_ .;;.�:�`�/ : /'J�'��"��''�i� ` \�,,.� �� /"��,/ � / � ,.�� .� � ��n'�'.�..��� � ��. � �� 1 (���_ � � �� .,;�.��, ��� : `v,- "�,• / ��,, , �2�� � � �,, � . � ��;,��,:. '�.. � �.��� 1�,, .� ,:/ � , � �... - -•°o,..�,�� t � :, ,...-,.._._.._.... / "�e�'""��..� ; \ ��� ��;;+I� ,. � .� ��\�,�,;-, � ,;;� .. . ; � , `�..-:.,�`�..n_fi.=�r � ,;;1 \� .: ��:-<;^—^;.e�;ti,—'•� __..._.��q:� �` � � . .. `�_.�.. _ � .1,./ � - ` � �``,-�..�_. '�:-vncr ��r.���r � . � `�wQ7 C.�.�/� � �--/L��11..:,,�µµ. uu � � �.� ��� i.�:'�(P?�M `� '��r ��`��� ��. � �,�� � ii i �� " -�----�.;��Vii `� � � � `. �� �,���..y.��--���-..��j+++ji = T-�,� _ -... ���� �'�� �` - � _4� I�'j/:-��� �'_ "�� �"�'\'� \\\\`��`�= ., .��'���.��' "` �.� �� i�� r u� \ �.,,�`�` 1�l' ����/" 1"�'��������; ; �� , �. �` y'_ �.., I/;��/ �� , � � ��✓�_- . ��' T.'�� � �_^_►'�"'�`��-``"'��,:��1i C�r�'~-'� L�4 . i %`� � �,. . ,� � c-i, :,'- _�,_.:�.-°-:4� � o!-�' �;-�'.,,� , ," , i.i'--- ` �,,,_-'���:: �.� �:� r /� -; �� �-_�Y .�— � v � � `� ' :�. �' �°y��. � 4� � f ���,,�y/�': .� �� ...� - _ ---_ � �� ` ��l� ``�';;r, 1 •�/1 '� / i� / �,>:, ti�'� _ :T-�rrr: „ s,.,�, �.� r �,- ` o.� `■�-.—�. 1� r� � � ,�k'�,�/ , � /"'�,/ � `•~� �,. J iv. ".,�,-. 1� '�� ��;; � �•� �`%�r�,;/: i.� � `�_ .-_`+""�. � - ,,' i �11 �� ��� .1/(/� %\l'�[ •-� ,, ��'�J^ � �; � ", ,;' ;; ' •, ' �'^'-�� _ �-,�; .� ; 'i'.,��� r '���� � _`�`�:,,.;---:�==�; �*;� �•;�°'., '` /� � �'' �—.—,..._ �! � %,�?�� 11 � ��...�..-��. / . . ��:::1.-.�- �4 ,:I � --�.�,; ;,� , ..--��� � � - ��.•.�. �� �� f��� � ����� �� �� �y : � �� ,, ,,, .,d� �.,. �,�-. �� . � � 1 .; f. . -� _ -�`-�""�'�-=��' .�� :,, � --- �.,� �.�,� . � � � w ,�.��� �, �� 1 �� �i' �,--- � ,�_.l'��.._�,.��.•���� _ ;, . ; .. , �... , .:, . . . � � � :� . :F' :h1 1: � • 1 '1 •.t • �� * �� • �� h1' �' 11 � � � � �� � 1 1 I '• , 1•1�:�' t _ " ' � � " • � ' 1':t' : 1 � , � �� ' sheei ■■ REAVELEY projeci U�I � � v'�.Sb�1 s -- ��� ►� � �c�s. � ENGINEERS+ASSOCIAl'ES ConsulCing Structural Engineers location daie d by '� ' � _ ... . .. _ _. . .. . _. . ... .. ...... . .. .... , . __... ..... ... .. . .. _,.. , ,} : '� �1 � i .. � �;p�.,l�_' C�.�1J� �-'' :��s ; ; � i : i � � I � 5�.��i"i0 tJ ; � N . ' ♦ �� W/• . .. ; ; ; , -��,��:� , � . ... . . . � .. .. . ... ..- . . .. _. _ ��, _ __ _ _ _ ._ _ . , , . � � � ' i ;il � '�l � i2�� � l � � - f. -D� � ..�, �� , � � �� x:��-'(� y� , ; � r :�-� .,� �►��� � � �� � � � �=ao�.j i�� � : ; � � ; � � . , , , i ._ _. . .. .. _ _. . . ....... .... _. _ . � � . . . .._ �.. ...._. . . ..._. ..-;_ ... ._ _ �_. _.... .,i... � , -�����:��-- � � � , .. . , . .._ , ���� , , ;�, ,.p�� � . � -o �, �g� � ,� ; � i . _ .' . _, � ; ; j � . _; . ; , . : , , : - : ; ; .. . , . . :. ; , --: . . . �� � , . .,. ` _ .__..... _ ,._.. . ; ._____ , ; ___. � � i ; . � .,t :.. � _ . . .i , ! .i W � . . . ..... ` i i � ; � i � � � .i � i E . i �� "�' . . . -'� •� � ! j , � � . . , � � � , ' 1 . • ± � i :� � .�. � ; ; : .i : i � � � . I , � �! _ � , , � � . �..�_ � �... � � � i , ; . � ; ,.. . ; , : _, , ; , . ._ _ . ; , � - -- •----. - ---._._. ..__.__:._ ..___:_.__..._..__ � .._ . . __._ _i----._... .._ ,_i__.. __..._....._ , ' ._._ • , � •. � - � �0 _�.. � � �.. � ,�� . .; , � . , � , I { ..� � ;� ���79"r� ' � . ! � � i ..: ! � .i. ! f ; ; - � ; i ' ��'� ' , j j ' ? � Ti:�_:;;�,+`.!I � � ���'�•�:l I ,2, ;, ,�5; ..� ; ;� �.� �.. � ;.. t� F�`C , , � _�� x z� �g�� ; I Lc� , � � _ _..____.._ _ � - ---� g► _ ._.- �� -,-�- - ---......- - - --�-!���� . .Z3.._.�.----.--.-.....__.._ _... ;._.__.�...--- _ , ; -; ; . . . ,. _.... , . . -:- .� :. . ..�, , - . . . ...� , . . , . _ . �- ; T �� , � � l� . � b � C, ������r"��,1�.. � _� �-�- �,;b� �.i ,o�l _�. � ; ; � ; , . ; . . , � ' �.�. T�.� � ; a- � ; ! � �� �1� ' � ; ; � ; ; —�.�� x ��. .b ���.�� . ' .; � ..,.,. . ! ; : �;.� ,:�u:6 :i c . l������ts� � ' -�� � Z� -- _- �-s - -- - - ----_ ...._._ ._ _ __--�.- --- - . . ._ .. _.. . . 6 �- . . , � � , _.._.__ _..... . .; ;. .. .._. -- �'1 . , � - _ ' � i '�'` b��C. (`��ss� ,l�S� .�.. �rtT�' . ... , ���_.. ;- ; . : ' _ .I'� '�' � I � . . � . - i � � 'n I � � � ,�T ���" . i i • � . ' � , , : : ' . ._... _ ...... .. _,_. ..._... , � : w ; � � ; . . ��-. ��..����r-���:►.U. 6��_.... _ ---._ ._ ... .. :_ j ; . ' � � �-���� s�T'�VZ!��J a ' - • ; �.... I� .C.Gl�;li`�L� i��C:�- :D:O�' �, �. , ; , J �� ?1; � � `�'r�'V�� L--��:10.:-�1 ..U.L�r'�- -�IG��1�- �1�-1� P��°� �p i�--����';ov� ;���---►.-� , � ; � � : : . :G� ���T � ��►.� ��r;�.;�, ��t �s __ .._ _ _ . . _. _.. .._. .. -- .__ . .. _ . . _ . . � ; .. _, .. _ � , - , (�oZ� �' -�-I , �'�-��-�'a��.� __ ! `���- �:� �' � . � � , ; � : ; � ; ; ; � i ; _ . ! , i � i � _ �_..... . ;�� sheei ■■ REAV�LEY prajeci V ��L � v�i� �'� — l.il�.,/��N �i � I L��� ENGINEERS+A550CIATES Consulting 5tructural�ngineers location � date � by _ � �� , , __ _ _ , ., _. m i � , , , . _ . a �"d���. C��i�� � i ; � .F ' � I ' j i ' ' � ` P�.;�-� ' �� ���a ' ` , x , , ; ; � ; � T� ; � (��R�::IJ� ; � a , ;_ . � � ,. _ ; __ , . . _.. , _ L..'.��. . .. � . . . ., _ _.: .� b r:r__.. ..-� � . . � 15 b � ' . . , ' � ; 3-�� i ; , ; i ; : , , ; . . . . � , ,� , ... _. ....�.. _ . � �c�.�T . , ; ; ,..._ ._ .�.. . .__._ . ; , ` , i _.,�— ;-I-Y��,._� ..... __, .....:. ..,_ .._ .. . , __. . ....I... _. ........ ; : � ; :� i i __. _ ....._ . ..__._ .. _ ._._... ; � � � ' ���1�1�;� ��5 i ; � j _� _ � i i , ; � , . ; ; , ; ; . _ � : _..'_.._ .. .._. _. - - - — - — - - -----._... ... , .- - --.. . .-.--.._. .:.. __._ _.- ! � a ,._.,. ._.._.___ .-----------..._..._ ; __-- i ... ....... , _._.:. � , � ' a . , , ��_. ..i... .� � , • , . � .C:�-�G' . i f � � , i i , � ! ' � ..i I � ; , � ' • ; , ; � _.;_.>... �. ; - �' � 1 . . - � . i � ' ; � ; , , . : . . :. ..__.._. .--._. .._.._ ; ; _ , � � �._ .............. ; _.�� -- - .�.. --�- •--..... _....._......._ : ....__.._.._...._..._.____!.__.._.;.__ _.._._,__ .: � ' ; . : ' - -- •--� --r__�__._._ ----� -....�._...__... _....- -- -�-- - _... _ _ : :. ,� . ; � ; � � � I ; �• ; . ; _ _.; . � � �'' � � � _ � � :���pc�� ��� ��.���� i ' �-�; ; + � .�:�.I .�� i �; � � ' ; ; ; �; : � , , , , . �.._...—-.._...._... ...___;...:._..._._.._.'..__._._..__.:_.._.....__�.___.._. ; . - _�.y_..._..___;.._.._..... ___ ._.. � I , .__ ! _._.-� �--- ----- --.__. __..�___ , � � , � : __'_. , ... ,. —I. _.. _ _...._._... ._.... ..._. - —..__.`_ ; ' ' • ( ' ' '..- � � � i . . . . . � . i ��. j ; � ' I ; ; � � � , . I � ; i , ' , ; ; : : ; :........ ........�.. .........i ' - _._.... � ....... ......_.._.. ...... .� ........ _ _.... , _.. ._.....___.....---.._...... �_ , .... ._..__._..�._.._.,_ �__ .. , . �---..._, ._............. ..._.�. ,.. _ ._... , .._._. , . ........ . .... . ... . ._._..;. , , : . , : i , ; T ' � ` ;' ' . . i I , ; i . i � � ' .. _ . .... ..... , , � I ; , _ .... ... ..._...... . , —�--- ! .. ... .. �... _... � � . _.. ...... ... � � ' ., . .. ; . ; - � � ' � � , , � � , ( � � ._ . _ ... ..... _ _ .. _ ..._ _ . .. ; ; � , ; _ _ . , _ ... .. .. .. ... . , i i ' � ; i ; I ' ' . ' ; ' � � ; , ' ; j : � S ��j heel �■ R E A V�L E Y project �!�� L- "I � fi���J,S ^ ����.��i .T ' l U�, � ENGINEERS+ASSOCIATES Consulting Structurai Ehgineers location � date � b by � �M , �_. .. m ; -�` /��,� , j . . � `:I p.�'��►2- C.--�`�` ;�-C'i �~;:�,i � i ! , � �i�!�s� � ; � � � � � � � i _ � � � � ; ... .. . .. _ . . . . ... i . . . _. . . _ .. , ..._ ; , . , : � .. _� . .! i - . � � �Q-�'�� L�L7S� ..+ .� � , � i ; � < <i r. '�. ' '+� ;. ' �,s—�� �D� G��►-1� :3.0 --� x 3io-p �..� -o ; i :.a �►r ,T����� ��;�. ����� ' ' ( ' - ' � � :?; ,' �� x Z :! � . .,_: ; � .. ..._ ._ _,__......; ._. . . . .. _.._. _ ._....... _ _ . . _ _.. . -- - .. ... . .. . .. ... .... __ __ - --, : r .� ' '�; � -1 ; 1- .-���_�..�� .:g►��.,o`�;, . ; :dr�---, :� �; � � ; � �i � : � , ; f i�r , �, � ,�� ,,11 ��C�t� �+�� �T . . ; � �'S�v: i: � . ./ � � � . , � � r : ; ; ; ` - -��° � ; . . : ; , � t .,_ ; ; : . ;._ r��, ' ,.� f : , � ., - .. - - � -- - - , ; , , ti .. . .. _ ��. ;. _ . . _ � .. ,. . , - . . : � . ._ � ; , ; : ; � . . ; :� � . ; ; ` ' . ; ' � � : .�... : � � , � .1 ' ` ; � � O 1 ..• �� Q IP:: :p' p . _ ; . . ' ... : c - , � ; ; _ � , . � � . - . . � : � . . � . . : . . , . i : . � . . � . � . ;... - --........ ._...-- , --._.._..., ._.. _.. _�_...._:.__..__.. j _... _, . _.._..__ --- ' ; ' I : I . � .._ � �� . • , ---�- -— -.- . ' , -- - .. ...___...__.;-- •- - � ' � ��� � : : _�,�1 . ..�.. , .._� : ; '/� � ; ; , . ; . . , i i ; .. ��U �� , ��'�P- � . , _ . __; � _ _ _ � , . ; - ; . � ; :�: , i � �; ` � ' ' . . �� � � � ; , ' .' � : ,. __ _ . _ _._ _ _� --- -- --- : .. � .P-t..���--��.�.TU,� p� - ---. :_ �--.----....__ _...:_ _ . : _.__.__. _ _�_.:, _�.�..R��_�-��; =�2�._..._�,`_' --.-. ... .._� � ,.. . � :.. _. .� . _ _�.. � :, , . � � . . . ; � .; .:� ,�► � ! . . . ' . ; .� N — �-��� ;u�:g�:.D ( �;b .,� ; . , k���,��� .��' � � � ; �N�-T;i � -; G :�i �-��-�.. ; i . ' .-� � -� , �- ��- , A ; ; � ����-��--� �-1��r �— ; ` �� 1;L- �,�I`�D� �:" j�t;•L.L..- . � � + . . E ' � , � _ � . , � . . ��?j:p-�-��;p� ! � ._ ._ _... .......... "_... :.__..._ . i ;.. .���_�..�.1.,.;1�J:.�. ._.F.�_�.._....�.�_���.L,:�__;....... --.-�- . .,._.:...-� ---._. _,_....' ....�_..._.. __._._ _.._. .. ,. 1`��- ���o��:�„ ; �� ,D:�-� ; � ' ., � ; ; ; ; I f ; I � � ; . :Cc��J C��� -���,= �,, o0D�s�. . ...... . _ .. _:._. .. . ....._ , .. ._. ...__ . .._.. , , . ... . __ ..._ _ _ , .... .. , .... ,. ; ���-��?� �z.��P� �J . ; � ; � , � . � , i � � � ... ... ' . . _ _. . _ _ , ., _ ._._.... ...._ , , . ; �; I i i ` � � � . ; ' „•..m. ... . ..,.-,,,,,�.,��.,.�. .....,.�.,�,....�.,�,."� ....,�.�..r.,R.LiEBHERR^^,'..,...,,,,. Foundation reaction forces without climbing equipment 42D EC-H 16 (WIW 301 JY.40B/'110 kW) Crane stationary on 550 HC iower �� and 55D HC foundation anchors .>�ra�v+� Radius: ��Odsm � ' 7ower section: 5.B�m ^ (� , ;��� � � � � � C� �,�� �- � � 2.7 m - position of trolley � oui of operation �� Cond)tions for crane stability are: � JIb musi•be free to weathervane when out of operafion! � M-�-(H�h) L � � Eccentricit��: e= 5— Y�G 3 � �� Ground pressure musf not exceed maximum � ^„Y, Q allowable s�il pressure! • 2•(V+ G) � aB = 3 L c < �Bperm. � - L � = (����� ��`�v� � �� t}�� '�;, � c=2—e d ���h�� � � 1��•��'� � v �, _..�,._,�.....!�..r�.. _,�,,,._...--.-,.___ � t M G=Weight of foundafion �1 ��� � � h Position of troliey out of operation: 2.7 m ! ��� ��Z�-`�c�� v= �� �� �- . � � G,�� � 7he loadings gfven do not include factors � for dynamic effects. � 2�� � �. �---__.__.. I H :�.: �'�M D� Slewing moment in operation MD=32D kNm I �..�_'�”` � ' ���a�� �`U'��'��� — � � :�.: �.. Z ��,� �, - � ' ..:' �--i-� � out of o ratio Crane in erection Nr. Height Crane in operatinn Crane pe n oi under Storm from rear Storm from front � �� '�� .sect. hook M [kNm7 H IkN7 V LkH) M [kHm] H IkN7 V CkH) N IkNm7 H [kNJ V LkN) M [kNm7 N [kNJ V [kN7 � 3 2�.2 3703 35 888 885 79 795 3577 63 T95 3526 21 564 b 26.0 3917 38 451 255 95 859 4081 76 859 3656 24 627 � 5 31.8 4151 42 1015 437 109 9Z2 4635 88 922 3B11 28 691 6 37.6 ti405 G5 1D78 1214 124 986 5256 99 986 39ti2 31 75k � 7 43.4 46'T7 48 1142 2D77 739 1049 5947 911 1049 4174 34 • 818 ,�•n,-� : p�+p 49.2 �4970 , 2 '1 5 302b 154 1113 67D6 123 1113 4384 38 881 4 .0 528P 55 9269 4QbD 169 1176 7533 ' 135 1176 4614 ti1 945 �G�7"1%`�'� 1 D 6D,8 5613 59 1332 5181 783 12G0 8429 147 1240 48b4 44 1008 11 bb.b 5964 62 139b 6386 19B 1303 9394 158 13D3 5133 48 1072 � 12 72.4 633/, 65 1459 7678 213 1357 10427 17U '1367 5422 51 1135 13 78.2 672G b9 1523 9055 228 143D 11529 7I3Z 1b30 �730 55 1199 � ... Erection and dis�nantlin �f h � . /.\ � t e cra�� sheei a: REAVELEY projeci v� �L "I c��'l,j���IS -" �K-�N� ��Cj, ENGIf�EERS+ASSOCIATES Consulting Structural Engineers location date 0 by � , � i i . ._.._. .. .. . . .... _ . _ _.... . ,.. ... f � ! ��� �- l..-����=' 'R I , � � i ' ; i . y � _ �, 9��� �', --�� ►11 = ���o ,;Z.k-- � - Z,,7 , °'7 ��- x ' ' /,,�j�:�5,112.P�-�-�;� 1� i ; + i , � : ,_�. b , _ _ . _;... � __ :. 5,,. . _ . .. . , 1 ,T , � ..y y .���, l 3� . _ . � ... f ..,. _.��. l.� .� b S��J ,L ; ��y � � k' � i.� � ,.�� ' ; � ; . . .I . ! i. - �.. _ �. I .�''�.���'������ r ���� ���� 1J .::� I I � � � I i i � �� � � 30 � 7 .�� ��' <. � , , : � , . � -.. . .�__ .:......... . :.. ... ..._:._ . ... .. _ ... . .;..._ . .... .. _ ._.._....:__.___ _. ��.., _ �. , ���'�. ...,.. . �� ��" .9 g� k� ; � ..�� ; � � , ; , - b . � , : ; . ; . . . �� c��er'�i+�-9 �"-- ; , c.��. J � � � � � i. � �. . : �; � � . � ; , ; � ... . . �:� .. ; , ,��'�,'. Y� ; : , ; ; �� �, ;,l . ,�c � . ; � � ; ; ; ; .- �.;�.., ;�, .; , ; , . , , ; ; : ; , .� , i......_.... ...._....._ ..,._ _._._.._..._._._._�__...._ � _. _-�---;- -�- - -..�.,._. ! . - �--- -` -�-�--...- -- - -..._._ , . .... ... -�- �� . , , ,� ; , . ;� .�. , ; ,. _ � . �'.�.� v. � �- a�--��' , .� .� -�� .1 ./� //�, .� � . _. / .._. ' �'� , � . 1!�I 4tl. � ; . ' I ]h'')�`!),f.-- .. . . . . ' 1 '_ - . . . � � .���.W1/..�... ._ . i . � . � i � , _� ' i .. . '!- �•-�j•��'�' - � . � I �' ` � � . .I j i . . .. . ..j .. . . • j . �� . . �r . � � . . . . . . � _ . , � � . : I � . . _ .. . . t , : � ' - - �'.L t� � . � . ; � . � ' i � .. � . , , , : , . . ._..... ...__....,._........;.'--- ._...' --.___�__....._..__.,...._.__.._._i..._..'_•' -'.. _ _ ....- '-.. ._ .. � _ ��A.iV , T`�'rG �!���i� �,1 � � a. ,. __ . . '_..�...___._�;� � 6�� ��, �� )� : .:�. - --- - - -..- -- . : : � , � . ; , r � ,..� ; ; ; , � �� 1:.. ;� 5�.�:�.��. _� ;�a:� ; � , : ; � . , . . . ; : . , , , � � � ' _ � � � �� ; ; ; j � � ; : , , ; � , . , ; � �°I q�' i ��(�o�-�...r_a'..i.__._Ia�. � _.�_.�� .�... �.....:._ C-�'o.�l� b i ._....._ :_._. ...._' _.........._....... ._ .. � , � , � _ . _...... .. _.---_,_._.._ _.:.....:..._.. . - : _._ � _ . _._.. _....., ,_ � . 1.. ; � ; _ : � . i 1 ' ��u�'y� '' �.� �.;� � �.� --„ _.---_ � , ; . � .;��---�� � ; ; . . ; , . ; , . . _ . .. �...� _,_ ,� _ .. - - -� - _ .. . . .. _ . _ _._L�.���.� ..,�.�...�_� :-. ...� �._ P��. ..,. `��' �G,� _... �.. .. _ . � ; � � ; : � . . , 1 '�j�� ' '� I � . � � 2�:�� .�, � _ : . , ��. _ ZZ� �;� ---.-.� ��t�r� � ��..�'� ; 7, �l .�---�.. . , � � ; ; _ . ; , . � ; , � _ .. . . ... . . ., .._.� ._ _... . ... _ .. . , .. .. .. _ . � �, ��: _ ; � �1� �°�L 2a5b .� 1� ��;� � . l�p _ .� ,_._. �. � . i / i �rC�I � �V !� '"( --�-�"'""�' � I � ' ; j ' ` i ; _��`�.�"`.VL `�l�l,'C�a� % __ .. ........ �/1� _COr1.5��Q��.�-�� . _. _ �. 9 � , � � � � . . ��-( . ,_ . _, ._ . . . , .� � � ,� b�= �.�;�� �!� — ��..�.,� , ��� �� ;-3y c�,:b ��s� : I � \l //' ' i ` ,�, ��� U�= �y .� ���;�`�)C_��''�� l�,f�� 1�- � . i _, . : ,, . _ . � ,. . ,. . , � ' �� Calculation Sheet# ' ■■ REAV�6.�Y ENGINEER5+AS5DCIATES ,�PQT FOOTING DESIGlV PROGR�,M ConsultSng Structural Engineers AC/378-02 Bulldinn Gode far SYnic2ura/Goncrete /Chapter 751 PROJECT Vaii Four Seasons Resort ENGINEER JM DESCRIPTION Footing fior tower crane f/1 - load toward short side DATE 1/25/2007 INPUT Length�L) 23.00 ft Axial Load 250.0 I<ips Widthtv✓) 30.00 fi� Moment 5112.0 k-ft Thickness 72.00 in Eccerrtricity 4e) 42.�0 in � Col. Length (L') 48.00 in Soil Pressure 5000 psi ' Col. Width f�N') 4$.00 in fy 60 ksi � Footing f'c 3000 psi Bar Size �/ 1 1 D Include Ftg Weight Be4ow Grade 0.00 ft � ❑Include Weight of Soil "- "- ' "' ' []Use Allowabie Bearing Pressure for Footing Shear Design � FMan View � SDIL BEARlNG ;Soll Meahanias) � Peffective 871.0 kips � Meffective 5987.0 k-ft e effective 82.48 in OUT �F Y.FRN Soil Bearing 418� psf Toe Soil Searing 0 psf Heel Zero @ X= 109.45 in SDIL BEARING PRESSt1RE @ TDE 4184 psf ENGINEER MUST CHEGK BEARING STRENGTH f10.17) FOOTING SHEAR DESIGN (ACI 91.12) One-Way Shear (�9,72. 9. 1J . Two-Way Shear (9 9. 92. 9.21 Tributary Area 169.39 sqft Tributary Area 22�.94 sqft Area 597.2 sqft Vu 1133.9 kips Vu 1479.0 kips bo 462.50 in Vc 2044.8 kips Vc 2044.6 kips Vu 3997.4 kips �Vc 1533.4 kips �Vc 1533.4 kips �Vc 5139.3 kips FODTING FLEXURAL DESIGN (ACI 15.4) Depth of Member 67.63 in Beta 0.85 Critical Area N/A Concrete Strain 0.00� Depth of Block 21.56 in Mu 16969.6 k-ft Steel Strain O.Oa5 j O.B4 in �Mn 16969.6 k-ft Depth to N.A. 25.3fi in Asreq 66.34 sqin As 66.34 sqin No. of Bars 43 As min 4fi.66 sqin FOOTING ECOINdMICS FQOTING DESIGN CU81C YARDS 153.33 LENGTH 23.�0 ft wl 10% LOSS 169.00 WIDTH 50.00 ft � F f COST J YARD 5185 THICKNESS 72.00 in �'� STEEL WT fi150 tb REIN�ORGING �� TD L { 43 ) #11 @ 8,5 in. o.c. �,r:�r��� FODTING COST �32,810 � � � (c)Copyright Reaveley Engineers Associates, Inc. Authnr: J.Ambrose Rnftware Ver!sinn• 1 2D , �� Calculafion Sheet# ■■ R�A��L�Y ENGINEERS+ASSOCIATES SPOT FOO�ING DESI�GN PRO��i,A►M Consulting Structurai Englneers AC/398-02 Building Gvde�nr SYructure/Goncrete/Chnpter 9�J PROJECT Vail Four 5easons Resort ENGINEER JM DESCRIPTIDN Footing for tower crane �11 - load toward long side DATE 1/25/2007 INPUT Lengthll-) 23.00 fi Axial i�oad 250.0 kips Width(W) 30.00 ft Moment 51 12.0 k-ft Thickness 72.00 in Eccentricity le) -42.00 in � Col. Length �L') 48.00 in Soil Pressure 5000 psi � � Col. Width (W') 48.00 in fy 60 ksi , i Footing 1'c 3000 psi Bar 5ize �l 11 []✓include Ftg Weight Below Grade 0.00 ft � ❑InGude Wefght oF Soil ""' - -'" - ` � ❑Use Allowable Bearing Pressure for Footing Shear Design � Plan View � � SDIL SEARING iSoil Mechanics) Peffective 871.0 kips � Meffective 4237.0 k-ft e effective 58.37 in OUT OF KERI� Soil Bearing 2917 psf Toe Soil Bearing 0 psf Heel Zero @ X= 37.12 in SDIL BEARING PRESSURE @ TDE 2917 psf EI+lGIi�EER MUST CHECK BEARWG STRENGTi-I (10.17) FDt7TING SHEAR DE51GN (ACI 11.12) One-Way Shear(19,�2. 9. 9J Two-Way Shear(9 9. 12. 9.21 Tributary Area 169.39 sqft Tributary Area 22Q.94 sqft Area 597.2 sqft Vu 790.6 kips Vu 1031.2 kips bo 462.50 in Vc 2044.6 kips Vc 2044.6 kips Vu 2787.0 kips �Vc 1533.4 kips �Vc 1533.4 kips c�Vc b139.3 kips � � `�Dt7TING �LEXURAL DESIGN (ACl 15.4) j a Depth of Member 67.63 in 9eta 0,85 Critical Area 299.0 sqft Concrete Strain 0.003 Depth of Block 21.56 in Mu 9070,6 k-ft = Steel 5train 0.005 j 0.84 in �Mn 1 193�.2 k--Ft Depth to N.A, 25.36 in Asreq 35.46 sqin As 46.66 sqin No. oi Bars 3p As min 46.66 sqin FO�TING ECONOMICS FOdT1NG DESIGN CUBiC YARDS 153.33 LENGTH 23,00 ft w/ 10% LOSS 169.00 WIDTH 30.00 ft COST/YARD $185 TNICKNESS 72.00 in � STEEL WT 3590 Ib REINF�RCING � � T� L 1 30 ) #11 @ 92.3 in. o.c. �QOTING COST $32,342 jc)Copyrighi Reaveley Engineers Associates, inc. Author. J.Ambrose Snffware Ver�inn• 1 2D � Calculation Sheet # � �� REAV�LE'Y ENGINEERS+ASSOCIATES SP�T F�OT'ING DESI�N PROGRAM Consulting Structural Engineers � AC1378-f12 Bui/ding Code fnr 5iructuna/Concrete/Chapter 951 � PROJECT Vail Four Seasons Resort ENGINEER JM DESCRIP710N Footing ior tower crane �/1 - laad in long direction oi ftg. DATE 1/25/2007 � INPUT . LengthlL) 30.00 ft /�xial Load 250.0 Icips � Width(W) 16.00 ft Moment 5112.0 I<-it Thickness 72.00 in �ccentricit�y (e) 0.00 in Col. Length (L'} 48.00 in Sail Pressure 5000 psi Col. Width (W') 48.00 in fy 60 Icsi Footing f'c 9000 psi Bar Size � 11 Q Include Ftg Wefght Below Grade D.00 ft ❑Include Weight of Soil , \. ❑Use Allawable Bearing Pr�ssure for Footing Shear Design I � � Pian View --- � SOIL SFARING (Soil Mechanics� \ Peffective 682.0 kips I � Meffective 5112.0 k-ft � ` e effective B9.95 in OUT OF KERN Soil Bearing 3787 psf T�e 5oil Bearing 0 psf Heel Zero @ X= 89.64 in SOIL BEARING PRESSURE @ TOE 3787 psf ENGINE�R MUST CH�CK BEARING STRENGTH (10.17) FDOTING SHEAR DESIGN (ACI 71.12) One-Way Shear(9 y. 92.9.9) Two-Way Shear (91.12. 1.2J Tributary Area 10.94 sqft Tributary Area 117.83 sqfit Area 3B7.2 sq-Ft Vu 66.3 kips Vu 713.9 kips bo 462.50 in Vc 2666.9 kips Vc 2666.9 kips Vu 2345.7 kips �Vc 20.0�.1 kips �Vc 2000.1 kips �Vc 5139.3 kips FDDTING FLEXURAL DESIGN iACI 15.4) Depth of Member 67.63 in Beta 0.85 Criticai Area N!A Concrete Strain 0.003 Depth of Block 21.56 in Mu 8191.3 k-it Steel Strain 0,005 j 0.84 in �Mn 8191.3 k-tt Depth to N.A. 25.36 in Asreq 32.02 sqin As 32.02 sqin � No. of Bars 21 As min 24.88 sqin � FDOTING ECDNOMICS FODTING DESI�N CUBIC YAIiDS 906.fi7 L6NGTH 30.00 ft w/ 1�% LQSS 118.00 W1D7H 16.00 ft � CDST / YARD 5185 THICKNESS 72.00 in � STE�L WT 330D !b REINFORCING �� TD L f 21 ) #9'I @ 9.3 in. o.c, FD�TING CDST �22,B20 � � (c)Copyrighl Reaveley Engineers Assooiates,fnc. � Author: J.Ambrose Software Version: 1.2D � Calculation Sheet# . �■ ■■ REAV�LEY � ENGINEERS-� ASSOCIATES ��pT �OOTING DESIGN PROCB�I�M Consulting Structural Engineers AC1318-d2 Bu/Iding Code for Siruciura/Concrete (ChapYer 951 ( F'ROJECT Vail Four Seasons Resort ENGINEER JM DESCRIPTION Footing for tower crane �/1 - DL & LL only DATE 2/7/2007 IINPUT ' r Length(L) 23.00 ft Axial Load 271.0 kips ( Width(W) 30.00 ft Momenrt _3736.0 k-ft , Thickness 72.00 in Eccentricity le) . 42.00 in � Col. Length (L') 48.00 in Soil Pressure 4000 psi � Col. Width (W') 4$.OD in iy 60 ksi . � Footing f'c 3000 psi 8ar Size �/ 1 1 �Include Ftg Weight Below �rade 0.00 ft � ❑Include Weight of 5�i1 '`- �- `-� f ❑Use Allowable Bearing Pressure for�ooting Shear Design � , Plan View � � SDIL SEAiiING (&nil Mechanics) � I Peffective 892.0 kips � Meffective 4684.5 k-ft e effective 63.02 in OUT OF KERN 5oil Bearing 3772 pst Toe Soil Bearing 0 psf Heel Zer� @ X= 51.06 in SDIL BEARING PRESSURE @ TOE 3'172 psf ENGWEER MUST CHECK BEARING SZRENGTH {10.17) FaOTtNG SHEAR D�91GN 1AC1 19.92) One-Way Shear (9 9• 92•9• 1J 7wo-Way Shear(9 1. 92. 9.21 Tributary Area 169.39 sqft Tributary Area 220.94 sqft Area 597.2 sqft Vu 859.8 kips Vu 1 121,4 kips bfl 462.50 in Vc 2044.6 kips Vc 2044.6 kips Vu 3031.9 kips �Vc 1533.4 kips �Vc 1533.4 kips �Vc 5'139.3 kips FDOTING FLEXURAL D�SIC3N (ACI 15.4) Depth of Member 67.63 in Beta O.BS Critical Area N/A Cnncrete Strain 0.003 Depth oi Block 21.56 in Mu 128B7.3 k-ft Steel Strain O.OQ5 j 0.84 in �Mn 12867.3 k-ft Depth to N.A. 25.36 in Asreq 50.30 sqin As 5Q.30 sqin No, of 8ars 33 As min 46.66 sqin FDOTING ECONOMIC5 ��OT1NG DE51GN CUBIC YARDS 7 b3.33 L�NGTH 23.00 ft w/ 'iD% LOSS 969.OD WIDTH 30.00 ft , CUST / YARD S 185 THIGKNESS 72.00 in STEEL WT 3950 Ib REINPOiiC1NG �� TO L ( 33 ) #'11 @ 11,1 in. o.c. �OOTING CQST �32,4�0 (c)Copyright Reaveley Engineers Associates, Inc. Author: J.Ambrose Software Version: 1.20 °LMEBHERR �oundation reaction forces without cllmbing equipment 420 EC-H '18 (wiw ao� �>:408/11D kW) Crane stafionary on 550 HC tower �r• and.55D HC foundation anchors Radius: �" }�►/;0'�bD°i� Tower seciion: 5,80 m � � Z � . , ;, , � � , �. I 2.7 m _ �r(1�.�{�t,Y`' �� �^�` position of trolley � oui oi operation . Condifions for crane stability are: � Jib musf be free to weathervane when oui'of operation! �� M+(H•h) L E'ccen�ricizy: e= << Y+G 3 � 4 Ground pressure must not exceed maximum ��; � ailowable soll pressure! ,;� � • 2•(V+ G) a� _ < � 3•L•C bPerm. � c= L —e �'� .: )���I� ���.�� } , . i 2 � �� � ����,;��� "` ` V r ' � � M� G=W e' Pj C���-.�f'��L"' 4 ight offoundation � h Position of trolley out�f operation: 2.7 m ! �� ��.� � � � � �::::���. :.`.::`�::. ��. � G�.� � The loadings given do not inciude tactors p � ���� �� r for dynamic effects. � �: ,�- y �� �• �: H ���MD Slewing moment in operafion MD=45D kNm � � ' L� - �--. - �-- =- 1�� ��J x _ � ��.���::��!�. � i ��� � . � � ��,� �,�. �� �; � .. � � ��� � ��� _ Hr. Hcight Crane in operation Crane out of eperation Crane in erection ���+ ai under Storm trom reer storm firom fronY •V� sect. hook M [kNm] H [kN7 V IkN] H IkNm7 H ikN] V [kN] M [kNm] H IkN7 V IkN) H CkNm) H IkN] V IkH7 3 20,2 3Z39 59 447 273 79 895 2945 63 845 3526 21 5b4 G 26.D 3453 62 1004 357 95 958 3469 7b 9SB 3658 24 b27 5 31.8 3687 bb 1068 1049 109 1022 4023 88 10Z2 3819 2Q 691 � 6 37_6 3940 70 1131 18Z6 124 1085 4644 99 1005 3982 31 754 , 7 43.4 4212 7G 1195 2689 139 1149 5335 111 1144 4174 34 B18 8 49.Z k5�5 T/ 1259 3638 154 1272 6D94 123 1212 4384 3B S81 9 55.0 ti816 81 1322 4673 }b9 1276 6921 135 1276 46'14 41 94S 1D 60,8 5148 84 1385 5743 1H3 1339 7817 147 1339 4864 44 1006 11 6b.b 5579 88 1449 6998 19B 1403 8762 15t3 14Q3 5133 48 1072 12 72.4 6�38 92 1512 B290 213 1466 9H15 170 1466 5422 51 1135 �' �yf 78.Z 652z 95 1576 9667 228 153D 1D917 182 1530 573D 55 1199 �..��,�. — .�..- .. n Erection and disman�tina �� ��,A rrar�o u �'—I� sheei LJ ro eci V� � � ��-�..qJ� —��,.��J Li ��. ■■ REAV�l.EY p � -�— �—, ENGINEERS+ASSOCIATES Cbnsulting Structural Engineers location date �/(� / by � � � i a ��\�-/C/!�- .. l�"'(�I��I� �. ✓ : . . . . .. 1 . . i . . . .. .. . . ... . . � ; ; ,p�,;. g,�52 �._k- � �yy,�,� � . ; �,� �1 �0�� r � �°- �`�� � , : , . o /y� . . ,� � r g12;.qV.:���L . .. _ . . . . . .... ._ . . ._ .. -c l i - b I� _ . . . c . . ..... .... .I .... .. . ,� .. ... .. ... .. .. .. . .. .._. ,c . �.. �� � �. . . . . � , �";T � - , , � '' � ', l , .�, ���'����..����o��-� � � ; �,:�' � ���� 25 � � z��-� J�- i � i + � ; , . .. : ; . ..... _... .. .... ._. : . _ .. . �- ` � !� � y i � 0 �t�cc�-�l�- = ���51�' �, 2� -� �� �� ' �, . ��� � ��`�J � 'l�j� 2�'-,�,53'� , ,, �_10 7:�k.���. . � , � . : , . , , . � , - .. .. . . _ _ ..�. ___. .. .__..... .----� � -- — .�. .._. . ._.. __..... . . _ _ ...... . .. . ...... ._ �....._.,....... _._.�.._..._ ..... .. _ .. . . I � O' , i .:- . ' 2-��, — < , . ; , , ; ... � ; ; ' 3F8�;�� ��� ; , . � ' ; � �'�}�� ' B�R:1 ' �9� 5q� k� ; . . _ _ : , , ,. , : . . .. . ..... .... . . .. ..___...�_.__ .. __...._..._...._. ... ._ ._ __..._, _. _ _ .... _ . ...._....... ..;. , _..... --. �--_._ _.._. .... . . _.. -- - -.._....... , , , , ,. . .. . , ; ( � ... 31. ; ,.. - � ' i { . �i✓.� • I . . . � � j � � i ' � � � . i . � ; _ i � . . . 'i � . . i ; , ' e$v�.�;'�� ; ' : , . � ; : � , i �, ; ; : = i � . .. , . .. .._..,_.._.... ._..._..:_. _. .. _ ..... . ....._. ._.._...._.. . _............ _....._._._.....:. __. _ .. ..._.____......__.____. ......,..._..... ----....... � _ . _ __ ._. . _ . _..__ �1��5 � ..� ' ; { , ; • � ; . . ; ; � � d � ; , J�(JJl':� (�c�E3�.C� ;8�'; ,� .�'�'��,�� q`� �V G..���„ � � ; ; , , : .. ... _. _... ..._� ......._.__.._........_..............__._.. .._._... _.._... ._... .... .... .._._.._.. ._... .... .. _......._.........._...... _- _. : ; � ..'. i.. _.. .. . � � � �.D � �L,� � ; , - � ✓� .p���. I �l. -" "� w . .� `_ � l.✓ .I� , -. . . 5 �7�zz ;� ,�-�-- ; � ; � - � ' -�2 .._ �_ . . .._ .. . .... . . .. _ , . . � L� .��,. . ._, .��� �. . _�.� �j� :3� _ � �, ..: . ...,;� ; _ � � �b�1�- . ��Z..Z r�;�" � .�-�--- � : ; � , , , � � ._ . _ : .. - . : � _ � �?��;c:�;� .���-� �a 1L 1��s� �� �C� ►% �..��.� -� , � � : .; ; � � � ; � i . � �� Calculation Sheei# ■■ REA�/EL�Y ENGINEERS-� ASSOCIAl'ES SPOT FOOTING DESIGN PROCRAM Consulting Structural Engineers AC/898-02 Bui/ding Code 1or Struciuro/Goncrete /Chepier 751 PROJFC7 Vail Four Seasons Resort ENGINEER JM DESCFiIPTION Footing for tower crane �/2 DATE 2/7/2007 INPUT LengthlL) 30.00 fi Axial Load 344.0 kips Width(W) 30.00 fi Moment 8298.0 k-ft ~���� Thickness 72.00 in Eccentricity (e) 0.00 in � - Col. Length �L') 48.00 in Soil Pressure 4Q00 psi ' Col. Width (W') 48.00 in fy 60 ksi � Footing f'c 3000 psi Bar 5ize �/ 1 1 []✓Tnclude Ftg Weight 6elow Grade 0.00 fi � ❑Include Weight of Soll "-'` " ❑Use Allowable Bearing Pressure for Foabng Shear Desfgn � Pfen View � S�IL BEARIIVG (Soil Mechanics) Peffective 1 154.0 kips � Meffective 829B.0 k-ft e effective 86.29 in OU7 �F I<ERN Soil Bearing 3284 psf Toe Soil Bearing 0 psf Heel Zero @ X= 7B.86 in SDIL BEARING PAESSURE @ TD� 3284 psf ENGINEER MUST CHECK BEARING STREIJG7H (10.17► FDDTING SHEAR DESION IACI 1'1.92) � One-Way Shear(9 9. �2. 9. 91 Two-Way Shesr (9 9. 92, 1.2) Tributary Area 220.94 sqft 'Tributary Area 220,94 sqft Aree B07.2 sqft Vu 1 160.8 kips Vu 1160:8 kips bo 462.50 in Vc 2666.9 kips Vc 2686.9 kips Vu 4240.9 kips �Vc 2000.1 kips �Vc 2000.1 kips �Vc 5139.3 kips FDDTING FLEKURAL DESIGN (ACI 1 b.4) Depth ot Member 67,63 in Beta 0.85 Critical Area 39�.0 sqft Concrete Strain O.OQ3 Depth of Block 21.56 in Mu 13319.1 k-tt Steel Strain 0.005 j 0.84 in c�Mn 13319.1 k-fit bepth to N.A. 25.3fi in Asreq 52.07 sqin As 52.07 sqin No, of Bars 34 As min 46.86 sqin FOOTING ECDN�MICS FDO7ING AEStGN CUBIC YARDS 200.00 LENG7'H . 30.�D ft w/ 1�% LQSS 220.00 WIDTH 30.00 ft CQST 1 YARD 5165 THICKNESS 72.00 in ' S7'EEL WT 5330 Ib REIMFCIRCING �� TD L ( 34 ) #1'1 @ '10.8 in, o.c, .�---- F�OTlNG COST �42,299 � . � (c)Copynghl R�aveley Engineers Ass�iates,Inc, � Author. J.Ambrose Softwere Version: 1.ZD � �� Calculation Sheet# ■■ R�AVELEI( ENGINEERS+ASSOCIA7ES „�P�T F��TIIVG DE51GM1! PROG�p,M Consulting Structural Engineers AC/378-02 Bui/ding Cade�nr Sirnctur�l ConcreYe(Chepier 1 rJ-7 PROJECT Vail Four Seasons Res�rt ENGINEER JM DESCRIPTION Footing for tower crane tl2 DATE 1/25/2007 1NPUT Length�L) 28.50 fi Axial Load 344.0 kips , Width(W) 28,50-ft Moment 8298.0 k-fit � Thickness 72.00 in Eccentricity (e) 0.00 in � Col. Length (L') 48.00 in Soil Pressure 5000 psi � Col. Width 1W') 48.00 in fy 60 ksi , Footing f'c 3000 psi Bar Size l/ 1 1 I �include Rg Weight Below Grade 0.00 ft __�_ ._ ! �_ _ __ r __ ❑Indude Weight of Soll ❑Use Ailowable Bearing Pressure fpr Footing Shear Design Pian View � SDIL BEARING (Soil Mechanics) Peffective 1075.0 kips � Meffective 8298.0 k-ft e effective 92.63 in OUT OF KERN Soil Bearing 3650 psf Toe Soil Bearing 0 psf Heel Zero @ X= 106.88 in SOIL BEARING PFIESSURF @ TOE 38bD psf ENGINEEP MUST CHECK BERRWG STRENGTH (10.17) FOOTING SHEAR DESIGN �ACI 11.72) One-Way Shear(91. 12.1.9J Two-Way Shear (y 1. 92.7.2) Tributary Area 18B.52 sqft Tributary Area 16B.52 sqft Area 7'I 9.4 sqft Vu 1161.3 kips Vu 1161.3 kips bo 462.50 in Vc 2533.5 kips Vc 2533.5 kips Vu 4431.9 kips �Vc 1900.1 kips �Vc 1900,1 kips �Vc 5139.3 kips FOOTING�LEXURAL DESIGN (ACI 15.4) Depth of Member 67.63 in 8eta 0,85 Critical Area 349.1 sqft Concrete 5train 0.003 Depth of Block 21.56 in, Mu 13173.5 k-ft 5teel Strain O.OQ5 j 0.84 in �Mn 13173.5 k-ft Depth to N.A. 25.36 in Asreq 51.50 sqin As 51.50 sqin No. of Bars 34 As min 44.32 sqin . FDOTING EC�NDMICS FOOTING DESIGN CUBIC YARDS 180.50 I.ENGTH 28.50 fit wl 9 D% LOSS T 99.00 WIDTH 28.50 ft GDST /YARD 5185 THICKNESS 72.00 in � STEEL WT 5060 Ib REINFORCINC �� TO L ► 34 J #11 @ 1Q.2 in. o.c. FOOTING C�S7 �36,333 (c)Copyrighf Reaveley Engineers Assoclates, Inc, Author. J.Ambrose Sofiware Verslon: 1.2D