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Home My WebLink AboutVAIL VILLAGE FILING 7 TRACT B GOLDEN PEAK BASE 1996-1 LEGAL\o^r Vr\^fi tr\1 l;'B 1u(a'"F*28*" $,q6 TO\^TN OF VAIL 75 S.FRONTAGEROAD VAIL,CO 81657 97U479-2138 Status...: FINAL Applied. . : 09/1.6/1.996 Issued. . : 1.0/09/1996 Expires. .: 04/07/7997 TOV/Comm. Dev. Clean-up Deposit Refund Phorulproved r(i,amount s 66b .' date Plan Check-> $952 - 0o DRB Fee---------> $2oo . o0 Additional Fees-> 5j'+1;' Town of Vail Adjusted Valuation: $285,000.00 Factor Sq Feet $28s, 000 . o0* 90. o0 Total Permit Fee-> S3,145.00 $0.00 Investigation-> will call-> So . oo Recreation Fee---------> Approvals: T€e-m: 051-O0 BUILDING DEPARTMENT 0911611996 DAN ACtiON: NOTE DAN PI,ANS EXAMINER 09 / 1-7 / 1-996 DP0J Action : APPR Item: 05400 PLANNING DEPARTMEMT 09/1.5/1995 DA}.I Action: NOTE I,AUREN PI.'ANNER 09/30/1996 LAUREN Actions APPR Iten: 05600 FIRE DEPARTMENT 09,/15/1996 DAN ACIiON: NOTE MIKE OR i'EFF FIRE 09,/1611996 DAN Action: NOTE PLANS TO 9-15-95 53 . oo Clean-up Deposit---> S5oO . oo Payments-----;' 53 , 145 .00 TOTAL FEE9---------> 53,145.00 BALANCE DUE--> #oor*u*r oF coMMUNrrY oBr,,ntrrmNr NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # 896-0278 Job Address: 458 VAIL VALLEY DR VAIL Location.....: GOLDEN PEAK Parcel No...: 210108109004 APPLICAIfI.IL ASSOCIATES, INC. Og/16/Lg96 Phone: 3034755501 POBOXT VAIIJ CO 816s I License: l-07-A 000499 CONIRACTOR VAIIJ ASSOCIATES, INC. 09/L6/L996 Phone: 3034755501 POBOXT VAIL CO 816 58 License: L0?-A 000499 OI.qNER VAIIJ CORPORATION THE O9/A6/L996 PO BOX 7 VAIIJ CO 815s8 License: Desciption: NEW FAVII-,ION TEI{:T Occupancy Type Totals. . . Fireolace hformation: Restricted:# of Gas Appliances: 0 # of Gas togs: 0 # of Wood Pellet Building---> $1 , 480 - 00 Restuarant Plan Review-->So. oo Total Calculated Fees-> S3,14s.00 $0. 00 . Loiog/Lggo ,IEPF-A O Acrion: AppR No objecrion Itemr 05500 PITBLIC WOiXS 09/16/L996 DAN IIEM: O57OO EMITRONMETiEAI, HEJAIJTH 0911611996 DAlr Item: 05550 ENGINEERING 09/15l1e96 DAlr Action: APPR ALREADY APPROVED Action: APPR N/A Action: APPR N/A See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in fuIl the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plao to comply with dl Town ordinances and state laws, and to build this structure according to the towas zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECT]ON SHALL BE MADE TWENTY-FOUR HOURS iN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM. Send Clean-up Deposit To: VA SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF PAGE 2 *****:H**rH**|t*|t'.'(ffi di***********#t#**ril***#********ffi *lit*******5(****ffi lilli** CONDITIONSOF APPROVAL Permit # 896-0278 asof.OL79-2002 Status: FINAL PermitType: NEWCOMMBLIILDINGPERMIT Applied: 09/76/7995 Applicanh VAILASSOCIATES,INC. Issued:10/W/7996 3034765607 To Expire: M/07/7997 Job Address: 458 VAIL VALLEY DR VAIL Location: GOLDEN PEAK ParcelNo: 2101081090@ Description: NEWPAVILIONTENT Conditions: Cond: CON0001435 FIELD INSPECTIONS ARE REQI.NRED TO CHECK FOR CODE COMPUANCE. Cond: CON0001436 RESTROOMS ARE REQUIRED TO MEET CHAPTER 11 AND APPENDTX CHAPTER 11 OF THE 1994 LIBC. Cond: CON0001.437 ALL FOOTINGS ARE REQUIRED TO BE MINIMUMOF 48 DEEP. Cond: CONfi)01438 Tent and foundation for tent approved with the condition that the structure will be sprinklered. ****** ***+** *** {.{.*** *'t **** t*++{r**'t** * ** {.*'t***** **** * * *** * ***+ t * * *** **'}* **+++'l.lr***** *+******* TOWN OF VAIL, COLORADOCopy Reprinted on 04-19-2002 tt 12:04:32 n4lt9l2002 Statement ** *:*++********** * ** * * * *** * * + * * * ** * ** * ** * * * ** * * ***i*****+++*+'f*********+**+++ir*f+++i+* ******* Statement Number: Amount: $20.00 LO/O9/L996L1:38 All Payment Method: CK Init: LW Nolatsion: prepaid drb Permit No: 896-O2'7e Type: NEw COMM BUIL,DING PERMIT Parcel No: 21010810 9 004 Site Address i 458 VAfL VAILEY DR VAIL Location: GOIJDEN PEiM Total Fees: $3,145.00 ThiE Payment: $20.oo Total ALL Prnts: $3,145.00 Balance: $0.00 * ********* *** *{.'1.'t,}* ****,t ****{.* ***{.{.'},}*** ** ** * *f * * * {. + * * * * * *,} * * 't '1. * * * * * **'t***** * *** ****'1.* ****** ACCOUNT ITEM LIST: Account Code DescniDtion Current Pmts DR OO1OOOO31122OO DESIGN REVIEW FEES 20.00 ++* +** * * *l***+:1. '1. ++*{.,t'}*** * *tt**++++* * ** i. *,} +* i * * * ** * * **** * *,}** * * *++ * * *** * * ** *,},} ** * * * * * * * t* * + * TOWN OF VAIL, COLORADOCopy Reprinted on 04-19-2002 at 12:04:36 0411912002 Statement *****+*+++1.*+**************+**:i:t++*++******** *************+*t*:t++*** *****ti*+f,******+'i't++t+*+ Seatement Number: REC-0217 Amount: $3,125.00 IO/77/I995O1 :48 PM Pa)ment Method: CK hit: DS Notation: #3L2L576 Permit No: 896-0278 Type: NEw COMM BUILDING PERMIT Parcel No: 210108109004 Sitse Address: 458 VAIL VALLEY DR vAfL I,ocatsion: C'OI,DEN PEAK Total Fee6: 93, 145.00 This Pal.ment: $3,125.00 Total Ar,L Pmts: $3,145.00 Balance: $0.00 *********** * ** ****t** *++* +**'t{r******+* * * * ****,1.* *+********* * * * + * * + * * * * * * * * * * * * * * ** * * t '* {' * + + + + * ACCOI]NT ITEM LIST: Account Code Descriotion Current Pmts AD D2-DEPO8 CLEANUP DEPOSITS 5OO.OO BP OO1OOOO31111OO BUILDING PERI4]T FEES 1,480.00 DR OO1OOOO31122OO DESIGN REVIEW FEES 1BO.OO PF OO1OOOO31123OO PLAN CHECK FEES 962.00 I.JC OO1OOOO3112BOO WILL CALL ]NSPECTION FEE 3.OO llpr r r pr. ll FPo II REcEIvTNG nOpoRT PAGE: 1ENrnvfZ FPO NUMBER z F1-7327 DATE RECEIVED: 5/17/02REMARKS : REFUND CLEAN Up DEPOSIT F96_0278 RECETVED BY: r.rc ENTERED : s / t7 / 02 L4 :57 By: r-rcAIvIpBErrLVENDOR: 0000633 - VAIL, ASSOCTATES, INCINVOICE NUMBER: 896-0278 INY6ICE DATE: 5/1,7/02INVOTCE posTED : 5 / L? / 02 14 :57 By : LCAIvIpBEL,L PAYMENT DUE: 5/L7/02 AIIOUNT: $ SOO.OO ACCOUIflT# PROJ# AI,rOItMr rTEM DEscRrpTrON 001-00003112500 $ soo.oo REFITND FoR coMpLETED pRoJEcr/cor,DEN TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT75 S. FRONTAGE ROAD VAIL, CO 81657 97 0-47 9-2t38 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: 896-0306 t.i APPLICANT RIVIERA ELECTRIC CONST., COP.O. BOX 18193, AVON/CO 80110 CONTRACTOR RIVIERA ELECTRIC CONST., COP.O. BOX 18193, AVON,CO 80110OWNER VAIL CORPORATION THE PO BOX 7, VAIL CO 81659 Description: ELEC FOR TENT (PAVILLION) ilob Address: 458 VAIL VALLEY DR Status...Location...:. 458 VAIL VALLEY DR (TENT)AppLied..Parcel No..: 2101-081-09-004 Issued...Project No.: PRJ96-0120 Expires.. I S SUED 12/7t/ree6 t2 /rr / lse 6 o6/0e /lse7 Valuation:L, 876 .00 ***tr*t**fr**i**i****ttti***ff******|htffiff**t********ff*** FEE SUllt4ARY *ft*******ir*******ff***tr**************ff**ff*ff****ff*ff* TotaI Catcutated Fees---) AdditionaI Fees---------> Totat Permi t Fee--------> Payments------- BALANCE OUE---- Phone: 949-6095 Phone:949-6095 53 .00 .00 53.00 53.OO .00 E Iect ri cat---> DRB Fee Invest igat ion> t,i l, L cat t----> TOTAL f EES---> 50.00 .00 .00 3.00 5t.00 *********************************ff****irl*****t*****************************t*****lr****lr***********H***********ffff****ff****t** Ilemi .060q0_EIJECTRICAL DEPARTMENT Dept: BUILDING Division:!?/LI/!996 CHARLTE Action'- ApFn-cnenlrE DAVIS-'Item:'056q0_EI8E DEPARTMENT Depr: FrRE Division:t2/L1./1996 CHARLTE Ac€ion: AppR N/A *******t************************************************************t*********t**********************************************t**** CONDITION OF APPROVAL 1. FTETJD rNsPEcrroNs ARE REQUTRED To cHEcK FoR coDE coMpLrANcE. ****t*****************************************************************H*****************ff********************************ff***** DECLARATIONS l.hereby -acknovledge that r have read-thjs apptication, fitted out in ful.l, the infornation required, compteted an accurate ptot Ptan, and statc that atl the information provided as required is cornect. I agree to compty riith tlre infornat.ion and ptot itan.to comPty vith al'l' Tovn ordinances,and state [aws, and to bu'itd this structure according iithe rovn,s zoning and subdiv.isioncodes, design revieu approved, Uniform Euitding code and other ordinances of the Town appticabte thereto. **************************************************************** TOWN OF VAIL, COLORADO Statemnt**************************************************************** Statemnt Number: REC-0238 Amount! 53,00 72/L2/96 OB:38 Payment Method: CHECK Notation! #1343 Init: CD Permit No: E96-0306 Type: B-ELEC ELECTRICAL PERMITParcel No: 2101-081-09-004Site Address: 458 VAIL VALLEY DRLocation: 458 VAIL VALLEY DR (TENT) Total Fees: 53.00This Payment 53.00 Total- AL,L Pmts: 53.OOBaLance: .00**************************************************************** Account Code Deecription Amount01 OOOO 41313 ELECTRICAIJ PERMTT FEES 5O.OO01 OOOO 41336 WILL CALL INSPECTION FEE 3.OO .,171-4p7O t-.t- PERI"IIT # pRca6 -<;'ta.a Oto* oF vArL coNsrRucrtoo PERIITIT APPLTCATTON FORM DATE: l? llzlqL, , APPLTCATTON MUST BE FrrJ..ED OUT COUPLETETJY OR IT l,IAy NOT BE ACCEPtED S***************************** pE*I,trr rNFoRltATroN *****************************fll-t l-Building t l-plunbing X-nfectricat [ ]-Mechani-cal [ ]-other _n r'---- 6 7r rob Naroe: gor5 PEAr Plvrftoit rob Addrer", l{58 Vltu Ulur-ey [)r-r{F Legal Description: Lot Block rilitts suBprvrsroN,Gil-$ff owners Name: VAtaAss"rc,lrg-Address: ?.0. R^w 1 , Vlrr ,C0 Rltzgn;n. Lnb-Wl Architect:Address:Ph. ceneral Descripti""r (T€^ttt\ I{ork class: D(-""r [ ]-Atteration [ ]-Additionat t llnepair t l-other Number of Dwelling Units:Number of Accomrnodation Units: ^ IPrnber and Tlpe of Fireplaces: Gas Appliances_ Gas Logs_ I{oodlpeltet_-- ^lt******* *********************** *** VALUATIONS ************ ******* **************tl Ee6-o34opy_L!pll!g, eug:llga_r,' ! t8-llr_O.o_ orHER: PLWBTNG: $ _ ttEcrrANIcAr: $- TorAL: fvI *:r ********** * *********** *rt* CoNIRACTOR INFORUATION * * ***** * ***.**********:l*****I Eeneral contractor: Town of VaiI Reg. NO._Address: Town of Vail Phone Nuruber: Town of Vail Reg. Phone Number: Town of vail Reg. NO. Phone Nurnber: oFFICE USE ** * * * * * * * * **** * * ***** * * **** **** BUILDING PIAN CIIECK FEEs PLI'}IBING PI,AN. CHECK FEE: }TECITANICAL PI,AN CHECK FEE3 RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT TEES: BUILDING: STGNATURE: ZONTNG: SIGNATTIRE: Electrical Contractor: Address: Plunbing Contractor: Address: Mechanical Contractor: Address: *********** * ***** ********** *** ** BUTLDING PERMIT FEES PLI'}.IBING PERMTT FEE: MECTTANICAIJ PERUIT FEE: ELECTRTCAL FEE: OTHER TYPE OF FEE: DRB FEE: FOR CI.BAII I'P DEPOSIT RgPIIf,D !O: luwn TO: EROM: DATE: su&TEqt: o rn sunmary, ordinance No- 6 states that it is unrawful for anyperson to litter, track or deposit any ="irr=t""r, sand, a.rii"or naterial, including trash iunpsterl, poriable ioirets ;;e---worknen vehicres.upon any streetl siaewaiil;Ii;y or pubticpl?9. or any portion theieof. The risht:;;;;t-;n alt rown ofvail streets and.Ig"gr is approiiroately 5 ft. off pavement.lhis ordinance wirr be striliiv--enforced by the Town of VaiIPublic works Deoartment- persins found vi6racing this ord,inanceyill. be given a 24 hour written n"ii""-ti-;;;;;'said narerial.rn the event the person so noti-ti"a-o""=-";;-;;;pry with thenotice within the 24 hour.tirne -peciii;e,--tr."-iilhic worksDepartment wil1 remove said uateiiii-ii-in" -"riJ"=e of personnotified. The provisions or trris ordinance shall not beappricable to c-onstruction, r"itt"tr.trce or repair projects ofany street or atley or any utili.ties in irr"-ilghi_._*"V. To review Ord,inanee No. 6 in full , please stop by the Town ofYill B"ilding oepartnent to obtain a copy. rirani< you for yourcooperation on this natter. 75 roulh fronlegc roed r.il, coloredo 81557 (303) 479-21.38 ot 479-2t39 oftlcc ol communtly devclopmcnl AI.[. CONTRACIORS CI'RREMTLYL REGISTERED WITII TTIETOWN OT VAIL TOIqN OF VArL PUBLTC woRKs,/coMlfitNlTy DEVEL,OPIIEN! IrlaRcH 15, 1988 CONSTRUCTION PARKING & !,IATERTAL STORAGE (i.e. contractor, owner) lnwn 75 roulh Iront gr rcld u!ll, colo'rdo E1657 (303) 479-2L38 ot 479-2L39 olflcc of communlty dcyclopmctil BUILDING PERI'IIT ISSUANCE undersigned, understand the plan check procedure and time TIME FRAlrlE ll_t!l: ?eryit.19euires a Town of Vail Fire Departnent Approval, :lgJI.9.I "'..!ly?l ig lJorks) review and approvat,' a plannini' oeparlnentrevr€w or Health Department review, and a review by the EuiliingDepartnent, the estinnted time for a total review-may tai- as t6ngas three weel(s. f]l cgrmgrgial (large or sma'il ) and a'r'l murtl-famiry permits wi'rlnave to foll0w the above mentioned maximum requiremLnis. Residentialry,:ryll projects- should take a tesser arpund of time. nirer""l-.ii'resrdentia'l or smaller projects impact the various above mentioneddepartnents with regard to necessaiy review, trese proie.tr ruyalso talte the three-week period. Every.attempt will be made by this departnent to expedite thispermTt aS soon as possible. I, the frame. Corununi ty Devel opment Department. TO: FROM: DATE: RE: . MEMORANDUMtt ALL CONTRACTOBS TOWN OF VAIL PUBLIC WOFKS DEPARTMENT MAY 9, 1994 WHEN A ''PUBUC WAY PERMIT'IS REOUIRED Job Name: Date:va\v. Please answerthe following questionnaire regarding the need fora "PublicWay Permit': YES 1) ls this a new residence? 2) ls demolition work being performed that requires the use of the right of way, easements or public property? 3) ls any utility work needed? 4) ls the driveway being repaved? 5) ls ditferent a@ess needed lo sile other than existing driveway? 6) ls any drainage work being done atfecting lhe right of way, easements, or public property? 7) ls a'Revocable Right CI Way Permit. required? 8) ' A. ls the right of way, easements or public property lo be used for staging, parking or fencing? B. ll no to 8A, is a parking, staging or fencing plan required by Community Development? lf you answered yes to any of these queslions, a "Public Way Permit'musl be obtained. 'Public Way Permit' applications may be obtained at the Public Work's office or at Community Development. lf you have any questions please callCharlie Davis, the Town ol Vaif Construction Inspector, at 479-2158. all the above questions. tLItt 14 NOv / / I have read Contractois Signature Date TOWN OF VAIL 75 S. FRONTAGE ROADvArL, co 81657 97 0-47 9-2138 tlechani cat---> PLan Check---) Investigation> Uil.L Cal,l.----> Status. . .Applied.. Issued... Expires. . Valuation: I S SUED rr/2t/Lee6 7r /26 / Lee 6 05 /25 / LeeT DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON Job Address. . . : 458 VAIL VALLEY DRLocation : GOLDEN PEAK PAVILLION(TENT)Parcel No..... : 2101-0BL-09-004Project Number: PRJ96-0120 JOBSITE AT ALL TIMES Permit #: M96-0196MECHANICAL PERMIT co 80204 co 80204 APPLICANT FRONTIERFIRE PROTECTION 2617 W HOLDEN PLC, DENVER CONTRACTOR FRONTIER FIRE PROTECTION 26L7 W HOLDEN PLC, DENVEROWNER VAIL CORPORATION THE PO BOX 7, VAIL CO 81658 Description: FIRE PROTECTION SYS. GOLDEN PEAK PAVILLION Fireptace Information: Rest r i cted:fof Gas Appt i ances; Phone z 3O3629O221. Phone z 3036290221 26 | 293 .00 #Of [ood/Pat tet:fof Gas Logs: .0O Totat Catcutated Fees--->.00 AdditionaI Fees--------->678.00 Totat Permit Fee--------> **************************************************ff******* F EE SUl,tt4ARy i***********t******************t**ft********************** 678.00 .00 678.00 678.00 *****************************i****r**********************r***********r*****************lllllli-1ff;;;;;;;;iiilii************ill*** Ile{ri.g51qo_EIIILDING DEpARTMENT Depr: BUTLDTNG Division:lI/26/1996 DAN ection: ApFnIte.n;'.q5qqO-EIBE pEPARTMENT Depr: FrRE Division:L\/,?tr/,I99A CHARLTE Acrion: NorE pLANs To FrRE-DEFi-'-IL'/22'/7996 JEFF_A Actionr AppR revised appioved-by fd CONDITION OF APPROVAL 1. ErElD INqPECTT_QNS ARE REQUTRED TO CHECK FOR CODE COMPLIANCE.?. A FrNAL rNspEcTroN AppRoVAL rS neOtD-FFaron--ro-oecuFtiNei""--'3. Rerlised drawings indicaring wapgi-s[ppry-from ;n9;-iriii[inqinfastructer approved-. Hydraurrc catcs neeo t5"6; "'-"*":' submibted for'r'eview by riie-oepirtment.-'--- ******************************************************************************** DECLARATIONS I. hereby .acknov(edge that r have read.this aPpLication/ fitted out in ful,l, the information requi red, compLeted an accurate ptotptan, and state that atI the information provided as required.is correct. I agfee to compty t.tith the infofmation and pLot p1an,to.compiy uith att Town ordinances-and state [aHs, and io buil,d this structure according io'ttr" ro*nis ionint ana subdivisioncodes, design reviev approved, uniforll Buil,ding code and other ordinances of the Tovn afpticabte thereto. 54O.0O Restuarant Ptan Revi ew-->135.00 DRB tee--------.OO TOTAL FEES----- 3.00 REOUESTS FOR INSPECTIONS SHALL BE IIADE TIIENTY-FOUR HOURS TELEPHONE AT 479-2138 OR AT OUR OFFICE SIGNATURE OT OUNER OR COT,ITRACTOR fOR HI}ISELT AND FRoll 8:00 All 5:00 Pll **t**t**********#**t****ttrl**t********r*****t**i******t**tti*** staternt Nu||bcf : REc-o234 Anount I 678.W 11121196 WtOS Paymcnt tlcthod: CHECK Notation: il33t21 Init: CD TOUI{ OF VArL, COLORADO Rcprinted: 12111196 08:1't statcnnt 678.00 678- 00 Pcrnit No: il96-0196 Typc: 8-llECH IIECHAI|ICAL pERfiIT PanceI No: 2101-081-09-004 Sitc Addr"ss: 45E VAIL VALLEY DR Location: @LDEN PEAK PAV I LL IOI.I ( TENT) This Paymcnt Total tces: 678.00 Tot.t ALL Prts: Balanc.: .0O***t***fl****i******************t****t**r****t*****tt*t*fr*i**** Account Code 01 0000 41312 01 0000 41512 01 m(x) 41336 De3cription I.IECHANICAL PERI"IIT FEES PLAN CHECK FEES i.,ILL CALL INSPECTION FEE Amount 540.00 135.00 3.m J- I : :m :, fi 9l E o 3' ;ll",f : : i "'il :',l',ffilT;i ot vArL coNsr*u.rr0 PER}IIT 'IPERMIT APPLICATION FORM Ph. 8vs [ ]-Repair [ ]-other Number of Accornrnodation Units: oFFrcE usE ********* ********* ************* BUTLDING PI.,AN CHECK FEE: DArEz tl-zt-e6 re %_O/J O , APPLICATION MUST BE ffLLED OUT COI.IPLETELY OR IT !,lAY NoT BE AccEE{tED x***** *********** ** *********** PERMTT rNFOR!,!ATrON ** ******** ** *.r***************rl [ ]-Building t l-plunbing [ ]-Electrical rob Name: f(V,tro*lQ-6o"r* fr< rob Address Legal Description: Lot Block FilinS suBprvrsroN:/ owners Name: W4fu>Sg&- Architect: Address: Address: Ph. ceneral Description: Number of Dwelling Units: ****************** ** ******* ***** FORBUTLDING PERMTT FEE: PLUMBING PERMTT FEE: MECHANICAL PERMIT rne: --- EIECTRTCAL FEE: OIHER TYPE OF FEE: DRB FEE! Al./work CIas.: p!-New [ ]-Alteration [ ]-Additional ^ ljpmber and Type of Fireplaces: Gas Appliances_ Gas Logs_ Wood,/pellet_v ft_:_ I :: I * * * * * * * * * * * * * * * * * * -.... ;;4 d\wvff " * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * BUILDTNG: ur.Ecinr-cal,: $_ oTHER: f ^pLrrrrrBrNc, T- - uecHAiiicAiit@ ;;ffi; - UAT* * ****** * * * ******** * ******* CONTRACTOR INFORI.IATION ****** * ********** *** * ******7 teneral Contractor: m^r.c ^r tr-.:.r r.,^-\;'s.rr=.r_,cr4 \,rrrr s! crt.; L(Jr: TOWn Of Vail ReCf . NO.Address: Electrical Contractor: Town of Vail Reg. No._Address: - -_ .Plunbing Contractor:Address: I:11-": Y.111 Rts' No.- Phone Nurnber: Mechanical ContracasT 3 f.,to 4ft /or.lTown of Vail Reg. NO.Address: zA t2'-;.i-';l:-;:'l'\ .4!: -! vEvvlo\.,ror'rn^o: y,111 Reg. NO. '. Phone Nunber: BUTLDTNG: STGNATURE: ZONING: SIGNATUFE: cr.E{f, uP DEPOSIT REFL{D T0: VALUATION STATE OF COLORADO DIVISION OF FIRE SAFETY PLAN RTJGISTRATION FORM D.,tell-zl-7(Contractor Reqistration Number ?b- OO <.. z4C € State CO Zip Code relephone No. 6 z'7 - O Z z I Namc of Project ,< Proiect fdrcss 'f> 6 lUl t L c,ry-Vd t c stor" be com : I\,;\ r1 'i\iii! !J I it Name rldress ofnGe I Contractor: Pla n rcviewed by It0gistration No. I'lan reviewcd by Certification No. n^r^. Inspection Conductcd by: Ct'rtification No.Qualified Fire Insr Svstem Test Date Signature Certification No.(Qualified Fire Inspector) Jurisdiction . i,t,'r I rli,l I (for additional comments use separate sheet) Itsl.uur '' f,ifi-al copy goes to.Division of Fire Safety upon total completion of form. Copy to local fire department. ?11 ress of O J,E r and copy to building owner upon completion and sign-off. **************************************************************** TOWN OF VAIL, COLORADO Statemnt**************************************************************** Statemnt Number: REC-O172 Amount:30,864 .95 07/L8/96 oBz26 Payment Method: CK Notationl #0602689 Init! cD **************************************************************** Permit No: Parcel No:Site Address: Location: This Payment Account Code 01 0000 4t332 30 0000 45032 896-0011 TIT)e: COMBUILD NEw COMM 2101-0 81-09-00 4 458 VAIL VALLEY DR GOLDEN PEAK SK] BASE Total Fees:30,864.95 Total ALL Pmts: Balance: Description PLAN CHECK FEES RECREATION FEES BUILDING PE t28 t99t.2oI28,99L.20 .00 Anount 80. 00 30,784.95 rt- **************************************************************** TOWN OF VAIL, COT,ORADO Statemnt**************************************************************** Statemnt Number: REC-0169 Amount:30,784,95 07 /!5/96 L222Q Payment Method: CK Notation: 5otWAIVED REC Init: DS Permit No:Parcel No:Site Address: Location: This Payment Account Code 30 0000 4s032 Total Fees:30,784.95 Total ALL Pmts: Balance: Deecription RECREATION FEES 896-0011 Type: COMBUILD NEW COMM BUILDING PE 2101-081-09-004 458 VAIL VALLEY DR GOLDEN PEAK SKI BASE **************************************************************** L28,99L.20 98,L26.25 30, 864 . 95 Amount 30,784 .95 ROUGHDRAFT STAGINGPLAN GOLDEN PEAK BASE FACILITY OWNCT VAIL ASSOCIATES contractor WEITZ COIIEN CONSTRUCTION FEBRUARY 2.1996 SITF FFNCING: A temporary construction fence shall be built enclosing the construction site on the property line on the south, between the existing Childrens center, along the south curb of Vail Valley Drive and along the west of the garage. The fence shall be constructed of 6' galvanized posts and chain link fabric covered with green fabric. There shall be 3 20'gates, one at the garage, Lodge and one between the Lodge and the Childrens Center. During the course of construction it will be necessary to repair and move or relocate the fences as required for certain activities. It.is the intention of Weitz to maintain a reasonably secure site to protect the public at all times. It is not anticipated to fence the proposed Mill Creek culvert extension. Weitz does not propose to provide fencing for the reconstruction of the chair lifts or enclose the Childrens Center or street improvements not directly adjacent to the new buildings and similar areas. WORKINGHOI]RS Normal working hours will be confined to Monday thur Saturday form 7:00AM to 7:00 PM. Exceptions to the above are anticipated to be rare, to make up for lost days due to weather. schedule acceleratiotr" material delivery problems or safety iszues effecting the public or property. During large concrete pours it may be necessary to mobilize the pump at 6:30am in preparation for a 7:00 start. Every effort shall be made to prevent activities from disturbing the public. Weitz is farniliar with working in the Vail area and expects to maintain a good relationship with the community. RIKE/PEDESTRIAN PATH This path shall be closed from the start of construction activities until the building is occupied approximately Christmas 1 996. CRANES/HOISTING Various types and sizes of cranes will be required during construction. These shall be mobile units staged within the fenced construction area. It is not anticipated to use the public way for hoisting. ' '\)R }'t''-\d STAGING OF MATFRIAT S The "HOLY CROSS'lot owned by Vail Assoc. on South Frontage Rd. will be used extensively for the storage and staging of various materials. This will include but not be limited to van trailers for mechanical, electrical, plumbing supplies, precast structural concrete. structural steel, roofing material. Sypsum materials and framing rnaterials, masonry and similar materials. To the extent possible all material shall be stored in enclosed trailers and the site will be kept clean and free oftrash and debris. Material will be shuttled from this area to the site by the respective subcontractors. Material will flow along South Frontage Rd, around the east end of the parking structure and then down Vail Valley Drive to the extent possible. All chemical toilets shall be located within the construction fence. Trash shall be placed in roll offcontainers. These will generally be located within the fence. Ifit should be necessary to temporally place these in the packing lot for the Childrens Center, all debris will be kept in the container. PARKING Subcontracts shall include direction that all employees will not park on the site or in residential neighborhoods. All employees will use the parking structure. Some foremans trucks used to shuttle material from the staging are4 visitors, ect will park on the construction site. No parking will be allowed on public property. CONSTRUCTION OFF'ICF I OCATION The proposed construction office shall be located in the Childrens Center. It shall be relocated into the new Lodge building approximately September. No office trailers are expected to be moved onto the site. Emergency phone contact numbers are not available at this time. STRFFT WORK, PITRI IC RIGHT OF WAY TRAFFTC CONTROL There is considerable work to be performed in Vail Valley Drive, including new curb and gutter, sidewalks utility connections, storm drain extensions and modifications,. The schedule is to start the work along the north side of Vail Valley Drive approximately May 6 and complete as soon as possible. Following would be the work at the Childrens Center and the Tivoli. The last street work to be completed is expected to be area in front of the new construction. Due to the exitended duration for this work, no subcontractors have been selected at this time, no traffic plan is presented. It will be necessary to limit traffic to one lane at certain times to accomplish this work. A traffic plan will be submitted at a later date. During the period of construction, late April tkough Nevermore, no bus stop will be available no the November of Vail Valley Drive. Stops along the north side must be adjusted with the construction activities for this area. SOIL STORAGF Due to the limited site area, minimal site storage of soil is anticipated. Some soils will be stored for immediate use in bacldll, grading for concrete etc. The selected excavation contractor with the assistance of Vail Assoc. and Weitz will determine a location for the earth spoils prior to t}te onset of excavation actMties. DEMOLITION Demolition of existing buildings will be preformed entirely within construction area. All trucks and equipment will be staged offpublic streets. TH ROOFING&CONST.4?92452 P.6t DATI; SENDERT IROM: TO; ATTNg RDS G'oftlen ferk ltasc Facility .Foryourapprcval Ioryour rcvicw Cost proposrl For your urc 5 pegc(r) including t[c cov€r sheet Pleere crll if you havc mt rcceived rtl prg{s) of this tr:rnrmisclon, Comnetrtt: Chuclt' Dlcrra rsviery the following pegc regrrding frrc tapr joints rs erriJcd ia secdon 3.028 of the Gyprum Sheatbing rpcciflcations, Thfu says sif requircd'. Do wbnccd to do thls? Pleese crll ifyou haw rny quections. FROT4 PLA o TO SincerclSr, Plrth Conrtrusti[, Inc. FA)( TRAI\ISMITTAL Febrrrary 6, 1996 Ptr& Conrtruction Inc. P.O. Drgwer5920 Avon, C'O. tl620Pbone (970)949.1905Ftx (e70)t{,$9lse Crthy Nclcon Town of Vril Building Ilepertment ChuckFcldmann 1:r lll--t- L ,l, \/r Illk {' I r- !-1\.. , i l'l .ii 1., {' \ I i : I il " ' I t\\ 1,, (t .(, 1"'lrt' a?-46-1396 A4t2LPt1 FROI4 PLFTH o ROOF I NG&CONST.TO 4?92452 P.Az PART I .01 A. sEcTtoil 06115 GYPSU}I SHEATHING I . GETIERAL ./ SUI'0IARY 53ction Includes!1. Gypsun sheathing sn exterlor wallsZ, gypstIl sh€athlng on nctal roof rleck Related Sectlons:l, Exterlor t{all Steel Studs: Section 05400 Cold Forrned Hetal Frani.ng' Z, Interlor 6ypsum: Boardl section 09261 Gypsun Board Partitions and t|al I s. I.02 SUEIIIITALS A, Product Data: Submit in accordance with Section 01300. I.O3 QUATITV ASSURANCI A. Regglatory Requirenents: Cornply with Ut sfecification indicated on the drawi ngs. PART 2 - PRUIUCTS 2.OI GYPSUI'I SIIEATHIN6 FOR EXTERIOR TIALLS A. Acceptable llanufacturers:l. llnited States Gypsun.2. Genstar GyPsur Products Co.3. Georgia-Pacl flc,4. ttatlonal Gypsun Co. (Gold Eond).. 5. Accepted sirbstitute in accordance with Section 01600' B. Sheathirtg Panels: 5/8 lnch thick USG Firecode Gypsurn Sheathing, 24 inch vide, I ft. lengths uith v-shaped T&G edges. C. tasteners: USG lype 'Si drywall scretls or equal. 2,02 GYPSUI.I SHIATHI}IG FOR STEEL ROOF DTCX A. Acceptable Hanufacturers;l.. Geurgla-Pacific2. lccefited substltute in accordance with Section 01600 8. Sheathing Panelst 518 in. thickness Georgia-Pacific 0ens-0eck Firestop PsA 18043 06116-l 8. a2-96-7996 A4.27Pn ROOF I NG&CENST .TO 4?9245.2 P.B3 Type rX'thlnE. Sheet Sizc: 4 ft,fr. C. Adheslver As recomnended by llanufacturer. P RT 3 EXECUTIOil 3.0r ExArf ntAr roil | A'Yer|f|catlonofCondltions:co'rplylithSectlorr0l6Q0: 1.. Existing Condiilons: Examinb ?raming to receive sheathlng before brginning instal lati on.Z. No[if.icaiion: ttoti fy qeneral Contractor of unsatisf actgry cm- dltions in writing with copy to Architect. B. Acceptance: 0e$inning of work neilns acc€ptancc of cxlstlng cond'itions by instal ler. 3.02 tflsTAtLAltofl A, oypsrn ttall sheathingr Apply gypsum sheathing panels of naximuni pilctlcrl length wit[ toni'diniiriions at righl angles.to,studs qith-nv EOge up and fisten with tlpe "Sn drywall sciews.spaced l2n o.c' in the flEld bf the boar:d and 8'-b.c. aton-g abuttlng edges. End Joints shall occur over suPports with end ioints-staggered-. Properly support prnel arr'rrrrrrl r:rrtorrli'end ouenlnos. Jolnt tanins and f inishinq ts not requi rarqunrl cuttrull'arrd openlngs. -JoiDt taping and finishing ts not requi per Eagle county Buildlng Dept. to stee requ i r'erJ ' : Eilo'0F sEcII0l{ PsA 18043 ; B. 0ypsun Roof Sheathlng: Apply sheathing panels as right gnglqs olbr anc attach wlth-tempbiaiy aohesivE.' Flre tape Jolnts if by tagle County Building'Oept. Succeeding materials will be nichanically aitached throultr sheathing into steel deck' FROI4 PLRTH o 0yprun Shea o xg 06116-e a2-e6-1996 A4t22Pn FROM PLR oilDGE ".. ?l 2r6+;ptJr"x it: I I I I i-*'lt+ {::i;i?; TH ROOFING&CONST. TO IjUSPUNSJUN I'ISIEM d6lNcnpre noor TILEs oN I x 1 [loRlTdNrnl-TTENS ON I X4 VER'TICAIBAIITNS ONWA IINGONMEMBRANE ON 3/4'FRI CDX PLYWOOD SHEA 8'RIGID INSUTATION (R = 57.6) W 16 GA' E vL ICAL UN TAPERED (l/4" /FT) RIGID INSULATION (4 l/2"l ln' AL AL -38 BAI l TIENS ON TIONx' I la' WITH SLi{B I.L ON 'RI'ROOF MrN. @ RooF DIIAiNS) oN s,8'IY_PFiIiIIll1tl GYFSOM SHEAN"IINC ON FIREPROOFED I I/2" } DECKING ON FIREPROOIJED STRUCTUT{E WI1H (4 tD'TO I i/2" MlN. @ ROOF DRAINS) -ON 5tr' D(TERIOR GY?SUM SHEATHING ON FIREPRO T&TAL DECKING ON FIREPROOFED STRUCTU INSULATION PREI\'ANUTACTURED INSULATI'D P^NEL SK SYSTEM CONCRETEROOF TILES ON I X 4 ON I X 4 VERTICAI BATTENS ON WA' MEMBRAI'IE ON 3/4" F,R.T PLYWOOD I IN'METALDECKINGON FLAT IOCK SEA]vl METAL ROOFINC ON iwA MEMBMNE ON TAPERED ( I/4" / FT) RIGID R"38 BATT INSTJLATION ROARD ON WATINPROOF MEMBRA}TE ON STRUCTURALSLAB EAYS{.G iFiT-" brolw pAvtNG ($LopE t/E' / FT MIN, r0 pnatu THICKSET CROUT BED wlTH SNOW WLT ON I BOARD ON WATEFPROOF MEMBR^NEION STR 2 TIER DECK DRAIN (WEEP IIOLES @I BOTTOM : P?,. SOIL ON 6" GRAVEL NLL ON MIRIFI FASRIC ON P4 . SLOPEb (l/9" / FT MIN.)PATTEFNED nQl.oRF.rt ' TOPPING sIrAB ww'w'r' AIID SNowMELT oN DRAIN/\GE SOIRD ON WA{ERPROI]F }'F.MFiR' P3 . 4'PATTERNED E.OLOFSL) CONCRETF WSNOW MELT ON GRADE Ps- $6 -' ,'l' Pt. : F.TH STRUCTURE 3" PATTERNED COLOF,FD CONERETF.T()PPINC ABW W,W.T. ON CAST IN PLACE STAN WTII{ SNOW 'r(4"@ PAVER,S ON E.P.S. BLOCK FILL ON 4" GMVEL MIRIFI FABRICON DRAINAGEBOARD ON WA MFMBRANF.ON SI,OPUD STRUCTURE ' P7-1" PATTEf;NED COLORED CONCRETE EEINT'OI wlIH SNOWMEI,T ON E.P.S.I3LOCK FN,L ON 4" FII,L ON MIruTITABRIC ON DRAINAGE EOAND WATERFROOT MEMBI{ANE ON STRUCTURE ? X 6 REDWOOD DECKINO ON 2 X REDW@D oN I x 4 RF.TIWOOD SPACERS ON PROTECTION WATERPROOF MEMBNANE ON STRUCTURE 4?92452 P.g4 PF..s.Alo I a2-a6-1996 A4t23PI1 FRBN TH ROOFING&CONsT.PLH o *rFD /\\.\\.,... ', '1\..11\.,.:. i 1 , r. \, \.\'.' .r, !.,\\_\\..,\ ' fL.Alllh rnlv? -----AilT.Z,,?lohb *--.. -- .?il 6. 7W4, l1LE - te*' frFrtA.lllF Ei|-.d*'..t.l4a'| .tr -..--*FI RIDGE ,) /1fl"n jlalJfi + :' l'{ I--f1r) I I 1.,,t I ( 4?92452 P.E5 TOTAL P.A5 w9_ wt0 - wn- wt2- wt3 - wt4- wts - wr6. wt7 - wl8- wl9- CAST - IN E,l.F.S. Ur/ E,t.F.S. w/ E.[F.s w E.LF.S. W I EJ{TENIOR FURRING 5' PAINTON WALL PAtrNTON 5/S TYPE FRAMiNC 5ahTYPE FnJ\Mtt,lc s/EITY?E FRT^A,TING 5E!TY?E MAMINc sa: fllg cEcoN( 5/8'RIGID I} (oRcMu$ RICID INSU (oRcMU)\l RICIDNSU RICDINSU CASTINPI STONEIE! (ORCI\dU)w INPLAC OYPSUMBT GYPSUME OYPSUMB GYPSUM B( GYPSUMB( wrt. OMEN YPSUM SOF SUSPENSIC QYPSIJM I'( SYSTEM CONCRETE oNl x4vl Tu-ts BAT' ON 3/1'FRT E'4ICID RUNNER RL}NNER TION (R AY,PSUM DEAKING CK@2'{l't CK @ 8'.0- i THINGOI FIREFROOI R2-FtIi,T LOCK EXIERIOR FURRINO( 5/8: TYPE'c2. ROqTE Rt. META DECKING FIRFPOOFE R3-CONCRETE A\TEhBALL '/FT) RIGU DRAIN$)O GYPSIIMI DECKING THINGOh INSIII.A FIREPRQOT R4- Rs- PREMANUF ONIX{ 8..4totD RU.NNER RUFNER. GIIPST'M SYSTEM CONCRETE TAnERED(t MiN,@ROC oN3/4" FRI TIONG cK@2',O"( cK @ R',"o" ( ATHINGOI. OOF ]ILES ( IICALEATT I t/2. MET FIAT LOCK tv{EMRRAI{E TA}EREI (4 t2" To I MN.@R( E)OERIOR MEflt.np SllEr IN|!nN FtDr )N 3/4'Fl.R.l DECIilNGO SAT,TMETAIR6- FEE-16-1996 15:34 URIL o FIRE DEPT.9'74 4'79 2t76 P. E1 12 llhst Mcadoo Driac Vaitr, Colorado tI6J7 t 0r -4? 9,22 t 0 Vxil Firc Deparfinett February 16, 1996 Dan Stilelq ChidBuilding Otrcid Town of Vail Building Department 75 South Frontage Road West Vail, Colorado 81657 Rc: Golden Psak Ski Base Facility Dear Dan; The Firc Departmeot has reviewcd the plans submitted for the building perrnit for the gbovc project. Due to the lack of mechanioal and electrical plans, we are unable to malce a complete review, Mechanical ventilation, fire sprir*ler plans, fire alarm plans, underground wat€r supplies, and related items w€re not included. lfthe applicant elects to proceed under "fast g'1s16" rgles, we have no objection with en Gxcavation permit but the projcct should not even include the installstion of the underground utilitics until we get thc rest of the information. It appcars tlrcre mty be a problem on Sheet C-5, wilh the water zupply for the buitding. If thcy intend on supplying a fire hydrant offof the water main uppiying the fire sprir*ler systefiL such an Erraflgement would tend to rob the lire sprinkler system if w€ tried to use the fire hydrant. Thc plans are not clear enough to make a detcrmination. Othcr ltems: l. It is apparent they will need a Knox Box" minimum Model u1400 R. 2, The Fire Protection section is not included in the specifications. 3" We could not find the location of the dicsel tank for the erncrgency generator. 4. There was no reference to the requir€m€nt for an electrical shunt trip or exterior discorurcct. FEB-15-1996 15:35 UHIL FIRE DEPT. o 9?A 479 2r?6 P.A? Goldcn Peak $ki Base facility Plan Check PtgeZ 5. $ection 16130, Part 1.0 General, LI Descriptiotl, F. , requires approval ofthe fire alarm systcrn by Denver Fire Departmont. Perhaps vail Fire D€Partment would be a better choice. 6. Sestion 15130, dOes not reflect requirements under Ord 25, Series 1991, requiring waterflow derrioes be Class A 7 . Sheet C- l 7 does not reflect sufficient detail to d+ermine compliance with VFD or tIEtflV&S specifications for fire hydrants. 8- Shcct A-3,I dOes not allow adequate covergge from standpipes. A fuc hose caohe iney be requircd in each stair (#'s 7 & 8) at Level I79, 9. shect A-7.1 does not se€m to allow room for the required fire standpipc givcn thc refirgc uca. Once we receive more cOmplete plans, we will be eble to complete Our review Plcasc contagt rrs ifyou need additional information, Sincenely, Mchacl McGee Fire Marshal cc: Tom Mahew, Piercg Segerberg Assoc. /o February 16,1996 Dan Staneh Chief Building Official Town of Vail Building Deparbnent 75 South Frontage Road West Vail, Colorado 81657 Re: GoldenPeak Ski Base FacilitY Dear Dan: The Fire Deparbnent has reviewed the plans submitted for the building permit for the above project. Due to the lack of mechanical and electrical plans, we are unable to make a cornplete review. Mechanical ventilation, fire sprinkler plans, fire alarm plans, underground water supplies, and related items were not included' If the applicant elects to proceed under *fast tack" rules, we have no objection with an excavJtion permit but the project should not even include the installation of the underground utilities until we get the rest of the infonnation' It appears there may be a problem on Sheet c-6, with the water supply for the building. Iiihey intend on supplying a fire hydrant offof the water main supplying the fire spri*6r systern, zuch an arrangement would tend to rob the fue sprinkler system if we tried to use the fire hydrant. The plans are not clear enough to make a determination' Other Iterns: l. It is apparent they will need a Knox Box" minimum Model 4400 R' 2. The Fire Proteotion seotion is not included in the specifications' There was no reference to the requirement for an electrical shunt tip or extenor ? disconnect. Golden Peak Ski Base facility Plan Check Page2 5.Section16130,Paxt1.0General,1'lDescription,F''requiresapprovalofthefire alarm system by Denver Fire Deparknent. Perhaps vail Fire Deparfinent would be a better choice. 6. Section 16130, does not reflect requirements under otd25, series 1991, requiring waterflow devices be Class A. 7 . Sheet C-I7 does not reflect sufficient detail to determine compliance with VFD or UEWV&S specifications for fre hydrants. 8. Sheet A-3.1 does not allow adequate coverage from standpipes' A fire hose cache may be required in each stair (#'s 7 &8\ atlevel 179' g . Sheet A-7,I does not seem to allow room for the required fire standpipe given the refuge area. once we receive more complete plans, we will be able to complete our review. Please contact us if you need additional infomntion. Sincerely, MichaelMcGee Fire Marshal cc: Tom Mahew, Pierce, Segerberg Assoc. APR-25-1996 49159 UAIL FIRE DEFT. - 9?A 4?9 2t?6 P.64 lv{arch 6, 1996 Dan Stanelc, Chief Building Official Town of Vail Building Department 75 South Frontage Road West Vail, Colorado 81657 Re: Golden Peak Ski Base Facility - Mechanicat and Electrical Ptan Review Dear Dur; ' The Fire Department has reviewed the electdcal and mechanical plans submitted for the above project- Du€ to the lack of fire sprinkler plans and fire alaffl plans, we are unable to make a complete rcview. Ifthe applicant elects to proceed under "fast track" rules, wc havc no objcotion with an cxcavation pcrmit but thc project should not even include the installalion of the underground utilities until we get the rest of the information. The iterns we identified , in addition to those items listed on the February l6th letter, include: l. The Fire Protection plans were not included in the submifials. 2- We could not find the locatiorr of the diesel tank for thc emergency generator. We did note the plurs call for a "fuel heater," implying the use of a diesel tank. we still recommend using natural gai as I fi,lel zupply due to problems associated with under ground fuel tanks, diesel fuel and cold weather, and related issues. 3. There was no reference to the requirement for an elpctrical shunt trip or exterior disconnecr. 4. Sh6t E 2.1 indicatcs a "fire alarm pancl annunciato/' on the exterior ofthe building. The symbol uscd on thc plurs is ti'pically used for the main control panel. The locgtion is not apprOved for the main panel. The term "fire alarm panel annunciatoy'' is not clcar. "Firs alarm panels" and "annunoiators" are two diferent pieces of equipment. npn-zs-rsse La.aa gatL FIRE DEPT. - g?a 4?g 2t?6 P.aS v Golden Peak Ski Bue Facility Plan Check Page 2 4. (cont,) Wc could not find any other refercnce or location showing or indicating the fire alarm panel in the location agrecd to by thc arctritcct and the Fire Department. 5. Sheet E2.2 does not include the shunt switch required by for amplified sound in the "gieat room" or the bar, as required by Ord. 25, Series 1991. 6. The mechanical plans do not show any firc protection items rclated to the fire sprinkler systen! standpipes, and related systems. 7. We have not yet completed the assessment of the mechanical ventilatiou system" the need for smoke control(s), or emergency tighting. We are somewhat hindered by the lack ofa system description describing the interrded sequence and control functions. I have relayed this information to Glenn Clayden (Electrical Engineer) and Jerry Mills (Mechanical Engineer). Once we receive more complete plans, we will be able to complete sur revisw. Please contact us ifyou need additional irrformation. Sincerely, Michael McGee Firc Marshal cc: Tom lvfahew, Pierce, Segerberg Assoc. Jim Curnuttg Planning Department Chuck Feldman. Building Inspector ItUi l :'.'- : l:t .":;4.'Einu&t ffrr MAR | 3 1996 e0fi,lfil,0ty.r0y March 12, 1996 Mr. Dan Staneck, Chief Building Official Town of Vail Building Depafim€nt 75 South Frontage Road West Vail. Colorado 81657 Re: Golden Peak Base Facility Dear Dan. As a result of our February 27, 1996 meeting with you and Chuck Feldmarm, we have revised the drawings as follows: l. Basement Exiting: Changes have bee'n made to Level 194 corridor and Employee Locker areas as shown by the "clouded" portion of sheet A.2.-. Prerce. Segerberg & Assoc ates Architects,PC.Al.A. llain Ollce l00O 5. F.ontage Road Vl Vail, CO 81657 fox: 91A 476 46A8 phane: 9lA 476 4433 OneTabor Center 1200 Seventeenth 5L Suite 5l5 Denver CO 80202 fox: 3O3 523 )262 phone 303 623 3355 2. Fire Hose Caches: These caches with 100' of hose each are shown by the clouded portion of sheets A3. I and A3.2, as requasted by Mke McGee of the Vail Fire Department. 3. SprinkloHeads: Additional qprinkler heads will be added to Lcvel207 on each side of glazng"H" , between Rm #239- Retail and Rm #241-Ski Tirning. Please rder to Frontier Fire Protection Drawings for locations and number of heads. In additioq in regard to our earlier discussion concerning smoke control Chapter 57 for elevator hoistways and Chapto 3l refuge areas, Elwator #1, Stair #1, and Stair #2 are "pressurized" with the emergency generator located in the Lift Operations building shown on sheet A1.3. Enclosed please find: a. (3) - Blueline copies of rwised sheet A2.1, Level-194, dtted3/12/96 with stamp and signature. b. (3) - Blueline copies of revised sheets A3.l and A3.2, Parking Garage, daled3ll2l96 with stamp and signature. If you need additional information, or this does not meet with your understanding, please contact me. Project Manager xc: Mike McGee - Vail Fire Marshall Rick Caudel - Vail Associates Terry Utz - Weitz-Cohe,n Constuction a.art Irftroetion coatssts: Bcnyl.nadgra .845.2512 RcD Perlmoq - 845-5721 GOLDEN PEAK REDEVELOPMEI{T CONSTRUCTIONL"DATE 3t2'.1196 In an effort to keep neighbors and interested parties informed about construction progress at Crolden Peak as the redevelopment projec't moves Ehead, Vail Associates Real Estate Group, Inc, will be seuding out periodic construction updates, These updates will include pertilent construction scheduling informatioq and alert mighboring residents to potential traffc delays, dust or noise factors which will be a part of this major construction project, In addition to this periodic written update, a tdsphone number will be made available with a recorded message featunng c@stnlction update information after Varl Mountain closes for the ski season. We appr€ciate your cooperation and understanding as we move forward to inrprove all Er1)€cts of the Goldcn Peak portal to Vail Mountain. Alisting ofthe proposed construction schedule, with rignificant events noted, fsilows. Dates are zubject to modificatlon and refinemerit as conslruction offiimenoe9, Ihil Assooiates Real Hstate 0roup, Inc. lGEss excavation of building and parking lot fu,st wtdnoise potentiallrom 7:00 am. to 7:00 p.m. Ekvator shsft installation Dacp utility excavation along Vail Valley Drive. Trqffic dolrys can be expected 7:00 a.m. to 7:0A p,m. Corsrcrete cast in place - structue Brckfill of structure Strocl roof taming Gaago preoast Garage bacftflll Activity Desoription Dr,Elotcrr ol !94 f:'^ig9"t Pito drivittg of 12" Hbeams, NecesserylrorACtfanCiii,aii,mv.r"g'' ftrc inxellation of temporary verticll suPPorts for excavation retaining walls. Noise potential fren 8:00 a.m. to 6:30 p.m., Mon - Friday. ,\ I\F \/rtru!dtflF*ttEtr!trr!tl|lt aattllla Scheduled Dates (rubj e€r to dtlllF $ G$htlrltaior coEune!€€t) March 28 - April 15 April9 - May 3i May 10-May31 mid-May start expected l"{ayE-JtrlylE May 2E - June 24 July 19 - August 29 July t2 - September 6 Sept. 19 - Oct, 30 13?.Eenchmerk ioad . P0 Box 959 . Avon, Colondo r 91620. phon6 970 845 2535 . ftr 970 815 2555 $ dn0d9 '3'U'U'A t^lU€E:IT 96. IA iJdU RPR A8 Dev|)ggat altall & vor.l.lsrt utfltn'd0 C &tau dykhvin ir" ,96 lE:19PM V.g.R.E, GROUP o Yail ltsociates tsal [state 0roup, Ino. Irfonustioa cotrlEctr: Betty Lundgrcn . 845.2572 RobPorlnrn -t15-5721 GOLDEI{ PEAK REDEVNLOPMENT CONSTRUCTIONI.JPDATE 418t96 Thc Golden Peak building and puking lom at rhc base of vail Mountain are closed ar of $r dat_e, No parking for eithcr the public or employeee, will be available in thc vicinity of crolden Pcak rfter today Thc sntire area hai been sordoncd offand will be urcd as a Ftaging and lay-down area for the contraotors, chairs 6 and tz will remain opcn through sunday, April lath, to tran$ort ski€rs from thc area and parking is availablc in the mrin vail pukiflg rtruciure. Eecauso of ea&ty urd liability concems, any cars which rre parked in thc area after today will be torrrcd at thc ownctrtc erec!$G. Complete dennolition of the building will begin tomoffow, April gth. Conetrustion echedulc, with any m6dif,6sti6ns, is lilted bclow: Activity Dcscription Pile driving of 12" H bcrttr, Necrrrlry far inrtallation of trrnpwry vctiorl suppctr fOr Arcarr61i5 rctrirli,,g Valh. Noiet ptcnttal fton E:00 a.n, u 6;t0 p,n,, Mut, - Friday, Marr Esorvsticdil of buildlng aDd Frkiqg lot D$t qd notse po'filntial fiwt 7:00 e.n, to 7:00 p,m, Elevrtq dun inrtltlrtion Deep udlity ororwtioa doqg Vsil VaUey Ddvc. Trufiic dclayt caa he rr;pcttil 7:N a.n, n 7:00 p,m. Coocfgtc odst in plac€ . lbuctu" BacldUl of rtilpture SIEGI toof ftanht Garrgc precnrt crngobrc&fiU P.1 Sclr*lulcd Drtce (alqlaat to chrl|gt r| cdtu6tioa coaflEnDlr) lv{rrth 28 -Atril 19 Alril 9-Mry31 rr{ay l0-Mry31 mid.Ilay d&f aecct€d I{ay E.Iuly 18 iifry23 - lnc 24 July 19 - Augtut 29 Iuly 12 . Soptrdib* 6 S€pt 19 -Ost. 30 o137 Ecnchma* Rorrt e F0 Bor 9j9 o Avon, €olorado . gl Eto . phonr 970 Ea5 ZS3S . trx 970 645 lljs TOWNOF U 42 lltest Meadow Drtve VaiI, Colorado 81657 970-479-2250 DATE: PROJECTNAME: LOCATION: OWNER: ARCHITECT: PERMITNUMBER: VaiI Fire Department VAIL FIRE DEPARTMENT PLAN CHECK APRIL 9,1996 GOLDEN PEAK BASE FACILITY 458 VAIL VALLEY DRIVE VAIL ASSOCIATES,INC. P.O. BOX 7 VAIL, CO. 81657 PIERCE, SEGERBERG, & ASSOCIATES (970) 4764433 896-0011 The Vail Fire Department has reviewed the plans dated l/19/96, submitted for the Golden Peak Base Facility. Comments, concerns, and corrections are noted as follows: STIEET COMMENT A2.l l SKI TUNING, should meet or exceed minimum Vail Fire Department (VFD) requirements for ski shops (non-com work bench, 6 air changes, flame spread, electrical, flammable liquids/gasses, etc.) (RM 158) SKI STORAGE, LOCKER ROOMS, SKI VALET, STORAGE ROOMS. The ski racks, shelves, and lockers should either extend to from the floor to the ceiling, or be designed so as to not extend to within 18 inches ofthe ceiling, and should not provide space for storage above the lockers so as to block fire sprinkler heads. (RM's 156, 157, 161, 139, 141,146, 147, 148, I 3 l, I 10, I 14, I I l, 112, ll3, 109, 172, 127, 123) FIRE DEPARTMENT CONNECTIONS Allowance should be made to add an additional fire department connection on the exterior wall of STORAGE (Room 123) to accommodate the FDC for the garage fire protection system. WATER ENTRY STATION The floor drain in the water entry station should be sized to allow for significant flow in the event the reduced pressure backflow preventor fails or the fire protection system needs to be drained. (Rm I 16) 2 J- 4. xai'"ltr3i:*ly#ti#T'* PAGE 2 SHEET COMMENT DOOR SWING The direction ofthe door swing needs to be addressed in order to provide two means of egress with doors opening in the direction of travel. (RoomVDoors l3l @ Stair l, 129 @ Condo Lobby, 154 & 147 in the Lounge, I 13 & 112 @Rramp, 166 @ Electrical Room) ELEVATORS The plans do not show smoke rated doors in front of the elevators. ELECTRICAL ROOM Submit a detail to show the changes to the electrical room access from the exterior. (Rm 122) OVERIIEAD DOORS Fire sprinkler protection will be required for the overhead doors in the Loading Dock @m 125) and the Condo Garage (Rm 101). TRASH COMPACTOR Provisions should be made to extinguish a fire in the trash compactor without having to empty burning trash onto the Loading Dock (Rm 125) STORAGE UNDER STAIRS IS PROHIBITED No storage will be allowed beneath required exit stairs. SIGNS Signs shall be required to identify the use of all mechanical, electrical, boiler rooms, and similar types of uses. AUDIBILITY Mechanical rooms, electrical rooms, and similar rooms shall be equipped with fire annunciation devices capable of overcoming or mitigating high ambient noise levels. STORAGE ROOMS. The ski racks, shelves, and lockers should either extend to frorn the floor to the ceiling, or be designed so as to not extend to within 18 inches of the ceiling, and should not provide space for storage above the lockers so as to block fire sprinkler heads (Rm 228, 261, 246, 245, 242) ER The gate on Stair 2 is on the wrong side of the stair. Stair 2, as isn(as an egress route from the basement up to the second floor. GRATE to FRESH AIR PIT The exterior grate to the fresh air pit (Rm 136) does not appear to be protected from snow and is therefore subject to being covered, blocked, otherwise obstructed. SKI REPAIR / SKI TUNING Must meet or exceed Vail Fire Department minimum requirements for ski shops. Smoke detection in the condominiums is subject to review with the fire alarm drawings, which have not been submitted for review. 6. 7. 8. 9. 10. I l. 12. \*it .N.Si,l 42.2 13. 15. 16. A2.312.4 17. x3""lff 3iltllL*,xifi fl T'. PAGE 3 SHEET COMMENT s o 21. 43.2 E l.l E2.r M l.l FSl FS2 Plans Submitted with Az.t 26. 18.STORAGE ROOMS. The ski racks, shelves, and lockers should either extend to from the floor to the ceiling, or be designed so as to not extend to within 18 inches of the ceiling, and should not provide space for storage above the lockers so as to block fire sprinkler heads (Rm 107, 004, 006) EMERGENCY GENERATOR The Vail Fire Department recommends the use of natural gas as a backup power fuel over diesel. If a diesel tank is still to be used, the design, details, and associated specifications shall be submitted on separate cover in sufiiciently larger and more complete detail, wit! an original stamp by a Colorado Registered ProfessionalEngineer. 1a N,9 ' FIRE ALARM AI.INLJNCIATOR PANEL The term is not clear and the location is not recommended. Resubmit with stamped fire alarm drawings. The locations shown on the plans for fire detection and annunciation devices are not approved as submitted. Resubmit with fire alarm drawings. EMERGENCY LIGHTING The adequacy of the emergency lighting system is subject to actual field test. Adequate lighting must be provided to safely exit the building during 100% normal power failure. Duration of emergency power must not be less than l0 minutes. uipment with a capacity greater than 2000 oke detection)Resubmit with fire alarm drawings. 24. 25. GAS APPLIANCES Movable gas appliances are required to have a "tag line" installed to prevent damage to natural gas supply lines. DEEP FAT FRYERS An l8 inch splash guard is required between deep fat fryers and other heat producing equipment. Revision Date 3/l l/96 Addendum 7 FIRE EXTINGLIISHERS Fire extinguisher locations are to be determined in accordance with UFC Standard l0 and NFPA 10. Submit details of type, size, and proposed locations with the fire protection drawings. ')) \ 23 ) I{VAC / A}rU / EF / MUA \ -.2-\-----'l cfm are required to have du xy",lff3ilfrlf.[l!ilJ". PAGE 4 S}IEET COMMENT GENERAL 27. FIRE SPRINKLER PFz$$-P&usSubmitted by Frontier Fire Protection, dated 2128/96, are not approved duelDlachslg@d non-compliance with applicable codes and standards. 28. CIVIL PLANS Locations of fire hydrants, water mains, and related fire protection features such as access, are subject to agreements and plans approved under separate review. z?2,= FIREMARSHAL Dick Duran, Fire Chief Dan Stanek, Chief Building Official Vail Inc.Associates, TRANSMITTAL LETTER DESIGN AND CONSTRUCTION 479-3140 Telephone 479-3148 Fax # PROJECT:Golden Peak TO: TOV CommuniF DeveloDbent CONTRACT NO.0l-R140 REFERENCE NO:GP96.81 DATE:April 12, 1996 IF ENCLOSTJRES ARE NOT AS NOTED, PLEASE INFORM US IMMEDIATELY. IF CHECKED BELOW PLEASE: () ACKNOWLEDGE RECEIPT OF ENCLOSIJRES ( ) RETIJRN ENCLOSURES TO US. ATTN:Chuck Feldmann & Dan Stanek WE TRANSMIT: O IIEREWITH ( x ) IN ACCoRDANCE WITH YoUR REQUEST_ FOR YOIJR: ( x ) APPROVAL (x)REVIDW&COMMENT() usE THE FOLLOWING: ( x ) DRAWINGS ( ) SPECTFTCATTONS O CHANGE ORDER 0 UNDER SEPARATE COVERVIA- ( x ) DISTRIBUTION TO PARTIES ( x ) RECORD ( )_ 0 SHOP DRAWINGPRINTS O SHOP DRAWING REPRODUCTIONS ( )_ ) TNFORMATTON ) PRODUCT LITERATURE ) SAMPLES Orr'rcB a.d Op.t.tott )l Vatl, Scaver Cte.k Re3att rr d At rc the a d 1,1 a t.a I t. COPTES REV. NO,DATE DESCRIPTION ACTION CODE 2EA 2t26D6 Robinson Mechanical Ml-M13.62 & P1.l-P4.5 ACTION: A ACTION INDICATED ON ITEM(S) TRANSIUITTED B. NO ACTION REQIJIRED C. FOR SIGNATT]RE AI\[D RETI]RN TO THIS OFFICE REMARKS: FOR SIGNATIJRE AND FOR}VARDING AS NOTEDBELOWUNDER SEE "Rf,MARKS'' Bf,LOW D. E. V COPIES TO: Master File Weitr-Cohen (wrTrr ENcLost RE(s)() ()() BY: Planning, Design & Construction ilR"Rg5.f.#Ad",[d.g6ao .81658 . phone 970.476 5601 4-23-1996 4' 1 lPtll I4OLJNTAIN DIV 3A3 674 4614 FACSIMITI TRANSM TAL SI{EET Flfi#; (07q*42F04 DDC o P. 1 mt DATE Tq FAX#: FROM: SUBJECT Edi'|\! 3ugitE35 Ccrnar Uttit B&1 P.O, Bd 1147 Edvirdr, Coloildo 81H12 em.%.&2 rh.r6 sre -I pascs, incrudanc tq rqg,er $r-h ary-FlqqFl-gf4P- f.l- In tha errnt the ttLcopvins B n€r tui.iiiriiff,ttpflfr, pb|i|;'iii3gdft-ti"lolo or P?D) n7pi75ygtrano advi86' thrnrs DDC' COMMENTS e|l frasDot}r"*2o/dxie.,d8.'! I I :ii. Edmrdr ErFin€a Cgnter urn B&t F.O. So|( 1447 Ed$urth Colors('o sr $a flo,926.2502 FACSIMILE TRANSMITAI SHEET FA)t#: (9O) 02S2fO't DATE: FA) T: FROM: SUBJECT: Thera are -.1 pagns, inctuding tlris page, whiah ara bcing trlecopied to you. succc€stully cpmplobd, plcasc call (303) 670-4610 or e7q 9b25@ md addcc. ln tho +snt ilre telecopying is not Thenlc DDC. mmn 0r[ttu80f,ilfr COMMENTS: ar' Oai/e/F Ordast #td 6.st Ftst/is w vlvLe.aL 966 1- tA-S@lgv aLg SAE AIO NIVINnOI^I COO l.,lOUJ 5-17-1996 2,37P1''l O MOU|JrAIN DIV 343 674 46,14 P-I EHT DATE: TO: FAX#: FROM: SUBJECT: a Then ars -JL pqgss, including thi6 Psge, whiah arE boing tdemded b you' succeesfuii! comptstrC, ptese oe1 (361l) 670-4910 or (gtg) 92G2!lO2 at14 rdyisa- Edw&d3 Buginerr Ccntar UrltEal F.O.8og( 1447 Edt ru$, Coloredo 8tfi12 970.92C"2502 FACSIMILE TRANSMITAL SHEET FfiX#: (97Q92&2504 ln ths evilt the telecoPYing is not Ttenks DDG. COMMENTS: c. r' Ofir.'s Odrst 8rd 8sl arr*rk RPR ?9 '95 A6:ESPM VH PLRN DES o IGN CONS P.1 Uaillssocintos, Ino. F'AXMEMO TOTAL PAGES SEI.TT INCLIJDING THIS PAGEI I Phone (nq419-3142 Fa:{ (970)479-3148 DArE: April29, 1996 rO: DsnMect/BndChtuclt PRot8cri GoldsoPsskBesc Gpb96.l01 @MPAI\Y NAI\lEr Weib4obcn IOBNOT RliO PHoNENtn/EEn: (479>4990 FRoM: Rick Cardel FA)(NI,)MBER (4?9F4999 DtssCRImot{: REBARINSPECTIONS Dear Dru & Brad; Dan StrncE of the Town of Veil Building Deparfnmt codinncd in a phons conversation today tlut unil furthcr noticr, thcy will bc perfoming all rcbu inepedioru. Ae previouely noted Koec'Noin Conruldng Engineers wrs coffrcted by Vril Acsoabtcs to provide rcbar incpcctions and fuld rtporti. It le undentood thet the TOV will provide rcasonablc notice when and if they rrc unable b pcrfono thc rebu lrupections. o.r,€,r.,,co'efiie,r,f It iB nodcrgtood tbet l(occ,hlein will still bc requcstcd to inspect wcldcd stocl conncctiotrs and firc Yr,l ,slr,€. Ctcl. tlto't OfOOfiU..td N'!',t zd lloun|l,ian Thanb, Riok cc: Drn Stanek-TOY479-2452 Blll ltucchlcin-KCB303-9E9004 If tot hrve recsncd 6ir comnuaicuion in enu, pleue sotifr &e lder by t€lehole, rnd we wtll rrrugE lU 6e tEtlr! of lha f|sinilc. Ttrol yolr. PLB lSEt ./DVlsE L}nOCEED_ rCALt JA)( BACI(oRTGTNAL wtr.l BE rr&{rrED; -IE6J}.IOIT YOU II,A\IE AI.IY FROBLEM$ RECEMNC THIS TRAI{SMISSION, PI.;EASE CALL 970 IT9dIII' IMMEDIATELY, J;\rminrrr\forr||t\bftri.doo $P0 BoxT.Vril, Colorado r 8! 658 . phonF 970 475 5501 iltOnrOe & Ncwell F.hgrnccrS, Inc. 1660 Scvcntccnth SUect, Suib l0l Dcnvc,r, Colorado 8O202303-6D34927 3O3423-66A2Fax l FACSilMtr.E TRANSMNTAL LETTER ' t t ? r. l Ia.i -'6ha >a"fl /lJe 66o - bb?6 1".OEI -r....r+--..-.--_1eJ.Zq "rl,f If hansmiftal is not as indicated plcase notify scndcr rotntein Consulti ndtngineers Consulting Geotechnical Engineers 12364 W. Alameda Pkwy. Suite 135. Lakewood, CO 80228 SILVERTHORNE May 10, 1996 , S .,rnO Chuck Feldmann Building Inspector Town of Vail 75 South Frontage Road Vaii, CO 8i657 Subject: Standing Water at Footing Crade Footings at Grid Lines C-4.6 and B-8 Golden Peak Base Redevelopment Vail, Colorado Job No. 96-045 As requested we inspected the foundation materials exposed in the completed excavation at the locations stated above at the subject site on May 8, 1996. The purpose of our inspection was to veriry that the exposed materials would safely support a spread footing foundation system for the proposed structure. At the time of ow inspection, up to two inches of standing water was present in the bottom of the excavadons. Per our recommendations made on May 6, 1996, the natural silty sand and gravel soil was overexcavated six inches and replaced with compacted 1.5 inch crushed stone. In our opinion, the crushed stone stabilized the bottom of the excavation and will safely support the spread footing foundations designed for 4,000 psf. We appreciate the opportunity to provide this service. If we can be of further service, please contact us. Sincerely, KOECHLE]N CONSULTING ENGINEERS Doug Biviano Engineer Reviewed by: MAIN OFFICE (303) 989-1223 (303) 989-0204 FAX AVON (970) 94e-6009 (970) 949-e223 FAX (970) 468-6933 (970) 468-6939 FAX tray ,tl'll.* {.(**j-lc- William H. Koechlein, P.E. President DJBijr Rick Caudel - Vail Associates, Inc. Brad Church - Weitz-Cohen Construction Co. ltAY-15-98 l,lED 09:14 Al,| R0BINSON HECHANICAL FAX N0. 303 443 5507 P.03 ) ,*--4an-al)-G"o - - aF --- -- ROBINSON MECHANICAL COMPANY sHEEtiJo ' 'V ^,-5541 Cent6l Avenu€ cALcuLArEo BY-!9=':-E=-"--+- -B'uLDER, coloRA'o^ry-Bol llil;'. 6;--,on5=,8t3-6- Fnon*'tSO3t 443-25OE crrcor€DeY'_.- -_" - i 5 ..1 F-\ A.3r} | lv Uf tl I r/' Lr'F1r- : - ii,r* Lcrc,a'Ttorr:S Atr;-e A5 5l-rour'IN' 6-nxrfi m*a,*;,*,4@n'oor'ueotvt toot!nfi 'orGioa,{fi ilAY-15-96 I^IED 09:13 AH ROBINSON IIECI|ANICALo ROBI}ISOH MEC}IANICAL COMPANY 5541 Central Avenug- - -. BOULDER, COLo RADq -EO-30rPhom'(3O!) tl41250i FAX N0, 303 443 550i pn, CALCTI-ATEO EYEulud oo,. 5-!-L3(^ O.tEdGD gYt/z " = l'.' JOB srdlNo ilAY-l5-gO I^IED 09:i5 AI1 ROBINSON HECHANICALo ROBINSON ITiECHANICAL COMPANY 5$41 Centtal Avenu-e^^- - BOUI*oER, C0L0RA9O- ryJ01- - Phone' (il03) 4€-e5O5 FAX NO, 303 443 5507 "^r**r.o * p_,_ld_L-ua_ P, 04 OF OATE DA'tE CHECIGD gY llAY-15-90 tlED 09:12 AH Frorn: Name: Erc n Ytoi - . FAX Phone #: 303-443-5507 Company Phone #: 303-443-2505 Date/Tirne Sent: P.01443 550? o NSON o ROB I IIECHAN ICAL FAX NO, 303 J5,11 Ccntrrl.{vsrsg . Botrl&r. Colotdo .80501 . }0t'441-405 ' F.l'( 3Cr3-443'5507Flx Snrut Name: {uv c tc FAX Phone #: 1'+O-4v1- 24tr4 a Number of Pages Being Sent (lncluding FAX ccvar Page): tt -..".,. . Message: PLU/rlStlt)A /rrrfo wtLL BF 5e$-r FlE,€+T T(1 FILE No, 423 05.,17 '96 16:QB :D:TOTfiL PLUNBING 303 3S3 0780 t/l lllE L TOTAL PLUMBING, ING' 4701 N. Colorado Blvd., Denver, Colorado 80216 FAX #303-393'0780 DATE: --S-l-,O-J-q L # oF PAGES (INCLUDING COVER SHEET) TQ',, c FA(# /'' lDo' L/'1'J'/SL COMPANY L/PPftL Tah /C nL SENDER: RQGER ..MMENTS FFt) L lsrtt c frr,c/ fru\GatD, PFAI /g/t'l,r f'r4ci /'r, - tP.RlvQ',/ nt* ,,- -- oRIG|NAL$ wLL FOLLO\,\I. YES Ho - - r ,-,\. .,^,,r Ifyou did not reseive ell the pages hdicrtetl, plerse crll 8s sootr Hs Posslers \rv'- | ' ' L t fi,,, ,: FILE No. Apg e'.,t? '96 16:eg ID:T0TnL pLUNBING Series 009 ' 3tt REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER The Watts 0og Series Reduced Pressute. Principle giifnow Prevenlers are designed to provide cross' conneclion contfol protectlon of th€ safo drinking $rat€r iuooW in accordande with national plumblng codes and cohiainment controt water utilily authority requiremenls' Thls series can be utilizsd n a varlety of in$lallatiut rs ' - ir'F cluding high.hazard cross-connBcti019 in plumbing SVstems or for uutrlallllllent at thc ae|vice line entrancc- Flinrsneo with non-rising stem (NFIS) resilient wedge, flanged, BPoxy cootcd gst€ valv€ ehutofls' . Unlbody conetrttetlon . Fu:!d epoxy coatod casi lron bodY ' n.ploccoblo bronec 83att . Stainlasa ateel inlernal Parts . Mtxlrrruru flow al lcw Prossurc droP . Compact for economy coffiblned with perlormance . D!8lgn glmpllclty lor casy mElnlGnd|lu; . No Speclat Tools Fcquircd lor Servicing tlRS FW - (slandard) with NR$ resilient seNlrd qate valve shutoflg' 08tY RW. vvllh 05&Y rcsilicnt lEdtod gllc vslvg shutotls' $. epoxy coa:ed wy! straincr - %f pertoratad Elainlets itcrl Frrnf,n t 0T' with quartet.tutn, tull porl, tosilient seated, ball valve shutoffs qT-FoA - with toA tpoxy coated ball valv€ shgtotfs LF - without shutotf valvtg ilOTEr The inslallstion ol a draln llne is rec0mmendEd" When in6l6lllnC I drain linr, an air gap is nBctssary, (Se€ 90sAG on blck)' For Rcduced Ptrslurc Prlnciple Backflow Prevent6rt A reducod pressufe zone backflow preventet shall be in' ctrllcd et each noted polcntiel hialth heTrld lncetion t0 prevent backllow due to backsiphona_ge _and/ol backpressure. Tho asgembly shall conEist of an internal presEuro dltt€rential relief valve located In a zone between irrto posltiva saaling check modules with captured springs and rubber geat discs. Seats and seal discs shall bs raplacoabla in bolh oheck modulee and the rolief valve, Ser' viile ol all internal componenls shall be thfough a $lngl€ aocess cov€r Soculed with slainless stsel bolts. Th€ Bsssmbly shall also iltqludc two rcsilicrrl $eated is€rlation valves, four resilienl sealed lest cocks and an air gap drain fitting, Thc assombly shall meet the requiromenlc of ASgE Otd, 1013 and AYVWA $ld. 0511"09. Approvod by lhe Fqundatiun for Crsss-Conneclion Control end Hydlaulig ReEearch at tho University of Southern Cali{ornia, Shall be a Watls Flogulalor Scrics 009. 303 393 0780 ilo [oe.osY-RW (3") thown t{0. 0091F Fletalncr IMPORTANT: Inquirc wlth governlng author'f'ee lor local lnstallelion reguirerrl€rlls' wallcl tltls vraves ct5 chcat'rur str.rt. Norlh A'r(tcv.r, Ma 0l_l_4_5-6098_llsa iri. icdi) ccr'tel t Fu: (508) 7€'l-r0{l |vitllslJ,drull1' lctilttl ltrt' r!r: (cu!l Bir'076! wrll lnirrki3l (Europct lY Frr: +31-[33]'54192 wrlr llE n BV Frt; .31'1339'62073 l;!'li o t NL PLUNBING JU.J ,tV.' rn s0 vs ?m ?5 250 ?75 il 3?5 75 10 'Tygiqal mBximum 3Ysl6 tlow rat6 (7'5 {€'t/sec ) 76 r60 157 I 0780 o PNGE 3FILE No. AQe 05.,L7 '96 16:29 I Slze 71h" D:TOTo 20 15 10 q ?5 n rl t0 5 175$o f?5 rso 75 10 71s25 200 ??s 250 15 25 50 75 n0 I to 192 r87 n.f fLW.f tt *i,n stainless steel,seat and trim Bronze bodY ball valve lesl cocls A$6E No l0l s AwwA c511'E9 cs^ 864.4 2% r' No. 000 3'' No. 005 rClCrri^ce lO, c.rv;{.inq Ho. 909AG Series AtR GAPs Wher inslatllng a dfail lijle use g09AG serie3 iir'-O"pr "" Nl OCs heckftow plgventers WrilA 01!ai'609i tJSA fr t: l50tl?91'llll Itt: (gG) g!l'U!! fur: .3r -1338.5r192 lrr: r!1 8!!0,5?0t! ltDn Eody 0crc, Fcr No. oo9 gtzaa u|lln gurl'l slrr_A-T-I cogl(i-F Alr OrP 2h"rhfe 1"2"r'r." I ev. '3vr lba. frr-H . vrrl'".t ' Elbos grrclrt lor 2'A'1 3 ve^ic{ hslrlletlofl Printed in U-S,A' Vail Associates. Inc. Ownert and Opetatort of vail. aeaver Creeko Resott and Afi owhe ad Mo,r nt a i n'" .f\\,2 V/ llLffitiiliiiii YA|lilllvttcnEl May 29, 1996 Mr. Chuck Feldmann Town of Vail Community Development 75 S. Frontage Rd Vail CO 81657 RE: Colden Peak Base Parking Stnrcture Ventilation Dear Chuck: The purpose of this correspondence is to confirm the intended usage ofthe Golden Peak Base Facility parking garage. It is understood that the Town of Vail Building Department has a concern, that the amount automobiles potentially entering or exiting the structure at any given time, might exceed the capacity of the exhaust system. The exhaust system has been engineered for approximately six air changes per hour. The exhaust system for the parking structure was designed for our program requirements, that anticipates less than forty automobiles entering or exiting the structure in any one hour period. Our programmed usage ofthe structure has been confirmed by our Mechanical Engineers design, which is within the code requirements. Vail Associates appreciates the acceptance of this explanation ofthe intended usage ofthe parking structure, to allow the release of the Mechanical Permit for Golden Peak. Thank you for your cooperation in this matter. Should you have any questions or require further information on this matter between Mav 28 and June 10. 1996 olease feel free to contact Jack Hunn at 479-3 140. Sincerely, /1 P j)L C"..'&r-!b<.r-:"r,^^-*_ Rick Caudel, Project Manger Planning, Design & Construction RC/jm J :/Active/RicVGP96 I 27 PO Box 7 . Vail, Colorado . 81658 . phone 970 476 5601 Fro|n: .roArnr Trot! fo: lXGAvon Fa,Oeffiro O{r: 0r2|ye0 ftn : t0S7:43 P.g. 2 of 2 grr.lder, cobrado 8fflol (303) 'M3.2505FAX (303) 443.5507 June 20, 1996 Rick Caudel Vail Associates Planning, Design & Construction P.O. Box 7, 862 South Frontage Rod Vail. Colorado 81658 Re: Gold Peak Base Facility Dear Rick: With respect to your request for a statement of raluation: The mechanical system cost for the projec't (materials, supplies, subcontractors and labor) is $1,119,862. Rick, should you have any questions or need any clarification, please call. NSON MECHANICAL COMPANY \ Paul Dense PD{ht cc: Ray Dodd, RMC ruL-93-19:16 L6t4A P.AVAL Vail. t}kxl: Ilen ,rr, gulrrlr 4l ' Monroe & Newell F.rgincr:rs, Irr'- Datc: 24lmq 1996 Project GoHhPeak Weatlec Clear, Calm To: Plcrcc Scgerberg & Associatcs 1000 Sout[Froutagc Road West VaU Co 81657 Alfit Mr. TomMayhorr Pr!/i(['.. #nn Location Verl, Colorado Tcry: 55' at ?:30 AM- Tte folowiqgwas uotcd: ConEuctor was prqpiling for placemrnt of SE portion of lEvel 207 conqstc atab- Apprioxfunately 99 Pcrg€tlt of beam aud slab reinforcing was in place. Cofiactor was wor*ing on rcinforcing in south stqdorvn rrca and on pow joint otrwest sllc. Bulkhads were being bstdlcd_ Rcinbrcing olearances md locatbns were obnerrred with conFactor. Discrrssed and appnoved minor bat location cltnger to expedite concrrctc phccmt Contractor was goitrg to ver$ coocrele cov€r d sme bcatistrs- No other exce?tiom wae noted to the work in place.N Pritrcipd Copies to: frrclc FeHmaq Tonm ofVail Dm Meek, lveitz-Cob€o Construction 0048 E. Bcaver Crcck lllvd- r Srritc -10 t o P. t). Box 1597 e Avon, coloredo tll62o . (7O') 949-7718. r'Ax (105) 919-Lrr.l TOTRL P.A1 TF-LTTISMITTAI LETTER DES TGN AIiID CONSTRI'CTXON 479-3740 Telephone 479-3148 Fax # &uxt@ o Vail Associates, Inc. Crearors anci Cpertrors of Vail and Beaver Creekn Resorrs colf,tFrcT NO: REFERSNCE NO l4tDATE: -7 , /-I+1 PRoirECr: @toelt fqL PlsE IF E}ICLOSI'RES .IRE NOT AS NOTED , PI,E;ASE INFORM gS IUMEDI.ATEIY. IA CHECKED BELOW, PLETSE: il ACKNOWT.EDGE RECEIPT OF ENCLOSI'RES. O RETI'RN E$TCLOST'RES TO I'S. WE TF,ANSMIT: t\ ,, ilJlJ(5n.l'ljl J)( rN AccoRDAlrcE wrrH YorrR FoR yottR: ( ) APgRovA!( LRE.TTEW & CO!'TMENTt4' usE rEE FOLLOWTNG: +t( DTSTRItsI'TION TO PARTIES RECOR.D il INFORUATION DRAWINGS SP ECIFICATIONS CIIA.{GE ORDER SHOP DRIIWING PRTMTS il SAI,IPI,ES SHOP DRAWING REPRODI'CTIONS PRODUCT !,ITERLTTTRE4 ttfiTErL il UI{DER SEPAAATE COVER vI.}. REQUEST [L+,Ns. ACTION: A. ACTIoN IIIDI CATED ON ITEI,I ( S )B. NO ACTION REQUTRED C. FOR S IGNATURE AIID RETI'RN TO REI{ARKS: TR.ANS!,{ITTED TllTE AFllT'F n FOR S IGNATI'RE A}iID FORWARDTNG AS NOTED BELOW T'NDER II REI,'ARKS I' SEE '' REIII.LRKS II BELOW 'Nt4>Urnw-oIL eD €l/auqtlr"p COPIES TO: Mrciar ?i l o Posr Office Box 7 . Vari, Colorrcio S1658 . USA - (lOJ) 4'16.56A1 (WITH ENC'.,,OSURE (), ) ) ) ) ) il / / ///M//w' nic/< caudel, ProjecL !{altager Plinning, Desigm & construction L 3A39221421 P,A1,/@SEP-24.1996 13:49 RIUIERR - Riviera Electric, Inc. 2107 West College Avenue Englewood, Colorado 8AI I0 (303) e37-e300 Fn: (i03) 922-1421 F,{x rRlib'Mr^ts/ o N C owR S HEE! Date: Septanbcr24,1996 To: Mr. Dan Staner Company: Vail Building Departnent Fax#: l-970-47.9-2452 Refercnce: GoldcnPcakBascFacility Sender: Debbie Buzard You snoum nsarE 4 PAGE(S), tNil.uDING Tl.ils COVER SHEE|. Ir rOu OO vOr RFoEInE ALL TrrE pAGEs, pLal'sa cAt.r. (30i) 937-9300. ! 3A39221.421- P.A2/44 $eptcobcr 24, 1996 Tiry 2107 W. CdhEE AEnc Ecdd,ood. Cdsndo E([10 (:n3) 937€irn Mr.TcrryUu Weiu-Cobm Consfi rrstion ComPanY S99 Logaq, SuitE 500 Dcnvcr, Colorado 80203 Rdcrencc: Goldm PcakBasc FacilitY Dear Terry: Tbc following iffis wtrc discrrssed and ryprovcdby MikE McGee withlh Vail Fire Dcpartment Jruing ourmcetins of Septembcr 19, 1996, inrcgardto tbs firc alarm system for zubjestproject. 1. Bob Archer of Vail fusoci4es suggestcd tbat we providc firc elam annunciator panel in the main kitchen office, Armr.rnciator pancl is not requircd by Vail Fire Deparment sincc ou proposed systE n has an annunciator pancl intesnl with fite alarm puel. This itcm needs to be verified with Vail Associales' 2. Class A supe'n'ision wiil be required for all water flow and tampet devices' 3. Locate sxterior light/horn near cota!.cc to loading dock over siaEcse coonectioos' 4. 'We were provided with Tourn ofVait EbulatioD indicslitrg shop drawings submittal critrria 5. Vail BuildiDg Departrnenflail FLc Dcpchent will require two (2) stanped sets of shop dlaliliDgs with a Colorado ngistered e,aginces stanp' 6. Doublc astion pull statim ace rtesir€d thlowbout tbe facility' 7 . Utitizc a high output snobe fsr tbF exierior fre ildiccion strobc' L Vail AssocisEs is pro,posing to povide a sccruity etrtrdlce system from grage to chrb, it should be noted wi wtU * *q"it"ao povidc wiriug to release secured doors upon astivation of fire alarm systEm- 9, Rclocate fire alarrn pull station for grid HJ|II to pedcstian eotrmce level 194. (East sidc) 10. V66iry bcaions of tampe/flow sc,itcbcs b6sd rryou lew dnwings fiiom Frontier Firc Protcction SEP-24-1995 13'LA RIUIERF , '! ' \t 1,323922t42t P.@3/44 11. Room 15t cbgngp thc snoke detegtor to thlmal detEgltoL 12. Labcl test spitches for all ducd type mokc dsrcstions' 13. Add cmerge'noy ligbtto valvercom. 14. AddAnsulMcto sqdtchesforkitchenM& 15. hovidc key actudcd switch for gas valve' 16. hovidc 24 volt relays for elevator shr*-down and recatl in lieu of 120 volts. '|7'ReplaccsmokedetEgtorinskiYaletstoragewithth€tmaldercgtor- 18. Add thcrmal dctEstor to storage rooa 123' ' 19. Rcplace sroke detector in ski-nroning space with themul dete.c'tors. 20' Main fire alarm conbol, annunciator' and map shall be locded in water enEy room I16' il. We will veri& conrrol of presswizatiou emErgency fans with Robinson Mecbuicsl' 22. Provide therural detector in room 228' (stonge) 23. Relocarc pull station in lower level kitcbcn from exit door to kitcheo (provide mugh-ia onlY to Prcsent location)' 24. Delete tbree (3) pull stations iD rnab restaurant l€vel'207,proride rough-in only' 25. Generdor test and walk-tbnr of facility shall be providd after dalk 25. hovidc erttrior fire alarm anrunciator for bus sbelter' 27. Gen€ral alarm shall evacuat€ building upou uraer flow activdioa A;tivatiot of ptrll stations and or smokelthermal devid riratt U. Uy floor brt sball not amtmcide to sondo . lwels rrnless the specific deviccs as rEldEd to condo lerrels are activated- 28. Smoke dotecto$ shalt be calibrdEd to tb€ least setrsitive lw€L 30. Smolse detectors sbrll b€ tested with frfiory testpt and rot with smoke cans' , 31. System type tbemat deteetots caa be providcd d€ach condo orit in lieu of rcqrsted "r"r- tyir snoke dctertors, adftionally 120 volt seEsonained sokc daeaors will bG , providod as pcrUBGgl. sEP-24-1996 13:1A L 3A392?1,421. F,A4/A4 It was suggestcd ltd tbc e[tranc€ doorto the chrb bc cba$d to at exitto guage, if this is ftnelird, we will prolidc pull statim od ddEd etdt Ugb. A color coded set oftbs ffre alae systE@ doawiags was ptrovidsd to ftciliEs th: revicw. We suggested that if othcr compolrilts b addition to the indicated dsvices wpce rcqtdlcd by code tlat the Vial Firc @cut comast our ofrce direct by mrc wcck prior to ou shop drawing submission If you have my qrrcsticns, or rcquirc additional idomdiou, pleesc do not hesitatc to cotrt8pt Ec. Sincercly, RTVIERA ELECTRIC,INC. /',*l B"yr/a* LenuyBayem Director of Projcct Dcvelopmed Engimering LEdD L\LENNYEOII)E.IWENNG.{,lD Attendees: Mikc McGee, Vail Fir€ Depuuent Jeftey S. Antmcio, vail Firc Dcp€rmert John Golig Vail Fire Dspartreat Dan Staner, VaiI Building nAam.ent Bob ArchEr, Vail Associates Steve Hanseo, hotex Speciat Systeus JeffMcNcal, Riviera Elcctric, Inc- cc: David M. White, Riviera Elactic,Inc. RIUIERR o 32. 33. TBTAL P.A4 Denver, C,olorado Vail, C-olorado Monroe & Newell Engineers, Inc. August 1,1996 Melick Associates 1620 Market Street, Suite 4 West Denver, CO 80202 Attn: Mr. Chip Melick Re: Gondola Base Terminal (M&N#3158.01) Gentlemen: Regarding the gondola footing details on Sheet 55, please provide bottom footing reinforcing in one layer as specified in tle footing plan view. Note there is not any continuous bottom reinforcing in "Layer 2", as is suggested by the details at Sections A & B on Sheet 55. Therefore, place all continuous reinforcing in"Layer 1". If you have any questions or comments, please call. Very truly yours, Monroe & Newell Engineers, Inc. 1660 scventeenth st. . suire 101 . Denver, colorado 802.02 . (303') 623-4927 . FAl{ (303) 623-660? I a I I o o ffiF[D00py Koechlein Consulting Engineers Consulting Geotechnical Engineers 12354 W. Alameda Pkwy. Suite 130. Lakewood, CO 80228 PROPOSED GOLDEN PEAK BASE REDEVELOPMENT VAIL, COLORADO MAIN OFFICE (303) 989-1223 AVON SILVERTHORNE (e7o)949-6009 (e7o) 468-6933 (303) 989-0204 FAX (e70) 949-9223 FAX (s70)468-6939 FAX *o"t-"rN .'NSULTING "*.r*il*,CONSALTING GEOTECHNICAL AND MATERIALS ENGINEERS GEOTECHNICAL INVESTIGATION PROPOSED GOLDEN PEAK BASE REDEVELOPMENT VAIL. COLORADO Prepared for: Rick Caudel P.O. Box 7 Vail, Colorado 81657 Job No. 95-221 October 4,1995 DENVER: 12351 West Alameda Prkwy., Suite 130, Lakewoott, CO. 80228 (303) 989-1223 AVON: P.O. Box 1794 Alon, CO,81620-1791 SILVERTHORNE: P.O. Box 2717, Silverthorne, CO E0198 TABLE OF CONTENTS SCOPE EXECUTIVE SUMMARY PREVIOUS STUDY SITECONDITIONS PROPOSED CONSTRUCTION GEOLOGY AND GEOLOGIC HAZARDS INVESTIGATION SUBSURFACE CONDITIONS SITEWORK General Sidewalks and Paved Areas Compacted Fill BELOW GRADE CONSTRUCTION General Shoring Temporary Dewatering FOUNDATION FLOOR SLABS FOTINDATION DRAINAGE LATERAL WALL LOADS SOILROOF LOAD CONCRETE SURFACE DRAINAGE LIMITATIONS VICTNITY MAP LOCATIONS OF EXPLORATORY BORINGS LOGS OF EXPLORATORY BORINCS GRADATION TEST RESULTS TYPICAL WALL DRATN DETAIL TYPICAL EARTH RETAINING WALL DETAIL GROUND WATER MEASUREMENTS ENGINEERING GEOLOGIC HAZARD STUDY I I 2 J 4 4 5 6 1 7 8 8 9 9 10 1t IJ l5 r6 r7 l8 l9 t9 20 Fig. I Fig.2 Fig.3 Figs. 4 thru 9 Fig. l0 Fig. i0 Table I Appendix A SCOPE This report presents the results of a soils and foundation investigation for the proposed Golden Peak Base Redevelopment, vail, colorado. The approximate site location is shown on Fig. l, Vicinity Map. The purpose of the investigation was to evaluate the subsurface conditions at the site and to provide geotechnical recommendations for the proposed construction. This report includes descriptions ofsubsoil and ground water conditions found in the exploratory borings, recommended foundation systems, allowable soil bearing pressures, and recommended foundation design and construction criteria. This report also includes review of the planned drainage systems and recommendations for shoring design. This report was prepared from data developed during our recent field. investigation, our preliminary investigation, and our experience with similar projects and subsurface conditions in the area. Additional data was obtained from a previous studv of the site. The recommendations presented in this report are based on the revised project scope for the Golden Peak Base Redevelopment proposed construction. We should be contacted to review our recommendations when the final plans for the structures have been developed. A summary of our findings and conclusions along with detailed recommendations for design and construction of the foundation system are presented below. EXECUTIVE SUMMARY 1.Subsurface conditions encountered in the four exploratory borings were consistent with preliminary findings. The subsurface materials generally consisted ofup to I foot oftopsoil underlain by silty sand and gravel with sandstone fragments and boulders to maximum depth explored of 39.5 feet. At the time of this investigation, ground water was encountered in all four ofthe exploratory borings at depths ranging from about I I to 2i feet (els. 8186 to 8190). At a later time, free ground water was measured in all fow ofthe exploratory borings at depths ranging from about 1l to 30 feet (els. 8186 to 8176). The building and the underground garage may be constructed with a spread footing foundation system supported by the undisturbed sand and gravel soils. The natural sand and gravel in the underground garage area is suitable for support of siab-on-grade construction. Open cuts and excavations may require shoring and other precautions as outlined in this report in order to maintain the stability of slopes and sides of excavations. Drainage around the structure should be designed and constructed to provide for rapid removal of surface runoff and to avoid concentration of water adj acent to foundation walls. In addition, drainage should be provided beneath the floor slabs. PREVIOUS STUDY A previous geotechnical study of the site was conducted by CTl/Thompson, Inc. The findings of the study was presented in the following report: 2. 3. A s 6. I CTl/Thompson, Inc., Soils and Foundation Investigation, Proposed Golden Peak Building, November 22,1983, Job No. 9328. The proposed construction for this project differs from the original project scope as contained in the study by CTl/Thompson. In our opinion, the data presented in the report was sufficient to make recommendations for the proposed building. However, additional data was needed for the proposed underground garage structure. SITE CONDITIONS The site is located south of Gore Creek Road, between Mill Creek Circle and Vail vaiiey Drive in vail, colorado as shou'n on Fig. l, vicinity Map. The site is generally located near the base of the north facing ski slopes. At the time of this investigation, the site was occupied by 3 existing buildings and tennis courts. The buildings were located in the southeast portion and the tennis courts were located in the southwest portion of the property. The north portion of the site was paved and used as parking areas. The 3 existing buildings were two-story, wood frame buildings and were connected by an above-ground concrete patio. A bike path passes tfuough the southem portion of the property. The ground surface in most portions of the property was relatively flat with a slight slope downward to the north. However, the -erassy area between the bike path and the tennis courts slopes steeply dorvnward to the north, dropping approximately l2 feet in elevation. A drainage passes through the eastem portion of the property. vegetation at the site consisted ofgrass on tire slopes, trees, and some landscaping. PROPOSED CONSTRUCTION Redevelopment of the Golden Peak Base area is planned. The present plans differ from the original project as contained in the previous study by CTl/Thompson. The new project scope includes the construction of a 4 story building and a 2 story underground garage. The lower 2 stories of the building will be commercial space, the lowest being a waikout basement with a finished floor grade of 8194. The upper 2 stories will be residential space. The garage will be beneath the westem half of the site. The iower level ofthe underground garage will have finished slab grades ranging from 8186 on the south side to 8181 on the north side with a center bay slab grade as low as 8179. The garage will not be heated and trenches for footings and foundation drainage may reach elevations as low as 8181 on the south side, 8i77 on the north side, and 8175 in the center. We anticipate excavations of up to 30 feet in depth with additional trenches up to 5 feet for footings and subdrains. About 2 to 3 feet of soil backfill on the roof of the garage structure is planned. The building will be constructed of steel and cast-in-piace concrete framing and the garage of cast-in-place concrete. Column loads as high as 150 kips are anticipated. Demolition of the existing tennis courts and the 3 buildings located to the east of the courts is planned. Proposed building elevations were provided on September 20, 1995 by Tom Mayhew of Pierce Segerberg and Associates, Architects. GEOLOGY AND GEOLOGIC HAZARDS The geology of the area was evaluated by R. J. Irish Consulting Engineering Geologist, Inc. The results of the study are presented in Appendix A of this report. The letter report discusses the geologic conditions of the area. Generally, the site soils are characteristic of an alluvial fan, as the site is located on about the centerline of a fan deposited at the mouth of Mill Creek. The Mill Creek alluvial fan soils probably include pooriy stratified cobbley and bouldery, silty to clayey sands and gravels. No potential geologic hazards were found in the area. In the opinion of Mr. Irish, geotechnically engineered cut slopes for the underground garage area should have a negligible impact on site geologic conditions and should not trigger any geology-related hazards. Refer to Appendix A for the report by Mr. Irish. INVESTIGATION This geotechnical investigation was performed to further define subsurface conditions in the area of the proposed underground garage construction. The results of the previous investigation by CTl/Thompson, Inc. indicated generally uniform subsurface conditions throughout the site. However, 2 of the 4 exploratory borings previously drilled in the area of the proposed underground garage were terminated at elevations above proposed finished floor grade. Also, ground water was encountered above this grade. Based on these previous findings, and the depth ofthe proposed garage, we recommended further investigation we needed in the garage area. In our opinion, the data obtained from the 3 exploratory borings previously drilled in the proposed building area on the eastern half of the site was sufficient for recommendations under the nelv project scope. Subsurface conditions were further investigated at this site on August 24, 1995 by drilling 4 exploratory borings, using a 4-inch continuous flight auger, at the locations shown on Fig. 2, Locations of Exploratory Borings. A truck mounted drill rig was used. A field engineer from our office was on-site to log the drilling of the borings. I l I I I I Soil samples were collected using a l'l,-inch (splifspoon) inner diameter sampler. The sampler was driven into the subsoil at various depths with blows from a 140 pound hammer falling 30 inches. This method is the standard penetration test presented in ASTM Method D-1586. The number of blows to drive the sampler 12 inches, or the penetration resistance value, is an indication ofthe relative density ofthe subsoil. Representative soil samples obtained from the exploratory borings were tested in our laboratory in order to determine their gradation classification and natural moisture content. The observed penetration resistance values and the results ofthe laboratory tests are presented on the Logs of Exploratory Borings, Fig. 3 and the Gradation Test Results, Figs. 4 thru 9. As part of the investigation, 2-inch diameter field-slotted PVC pipe was installed in the 4 borings to depths up to about 36 feet. The pipe was installed to monitor ground water levels. The elevations of the borings at surface grade were surveyed by Alpine Engineering Inc. SUBSUMACE CONDITIONS Subsurface conditions encountered in the four exploratory borings were consisteltt with preliminary findings. The subsurface materials generally consisted of up to 1 foot of topsoil underlain by medium dense to dense, moist to wet. tan, brown. red, silty sand and gravel with sandstone fragments and boulders to the maximum depth explored of 39.5 feet. Gradation test results (Figs. 4 thru 9) indicated that the sand and gravel generaily contained 10 to 26 percent silt and clay size particles (passing the No. 200 sieve). The presence of the sandstone fragments and boulders resulted in an overall increase in the observed penetration resistance values (Fig. 3). Caving of the sides of the borings occwred beneath ground water levels during the installation of the PVC pipe' Also, up to 6 feet of sandy gravelly clay fill was reported in the previous study by CTl/Thompson' During drilling, ground water was encountered in ail four of the exploratory borings at depths ranging from about 11 to 2l feet (els. 8186 to 8190). As part of the investigation, 2-inch diameter field-slotted PVC pipe was installed in the 4 borings to monitor ground water levels. Measurements were made on August 24, 1995 (shortll' after drilling); August 29, 1995; and September 12, 1995. The results of our measurements are presented on Table l. Generally, the ground water level measwements in the PVC pipe dropped about l0 feet from the level encountered during drilling, except for boring TH-10. For example (on September 12), free ground water was measured in exploratory borings TH-8, TH-9, and TH-l1 at depths ranging from about 22 to 30 feet (els. 8176 to 8181). In exploratory boring TH-10, the ground water level did not drop and existed at a depth ofabout l1 feet (el. 8186). In our opinion, these data indicate that ground water may be traveling in soil layers or channels at elevations above the free ground water surface. In the previous study by CTliThompson, free ground water leveis were reported as high as about el. 8184 (July 14, 1983) in the garage area and el. 8188 (july 14, 1983) in the buildingarca. In their opinion, the el. 8188 could represent a peak ground water level. SITE WORK General Cut and retaining walls, compacted fill may be and landscaping. The needed to construct the foundations, floor slabs, near surface subsoil consisted of silty sand and gravel with sandstone fragments and boulders. Up to I foot of topsoil was found in the exploratory borings. Also, up to 6 feet of sandy gravelly clay fill was reported in the previous study by CTl/Thompson. All topsoil and fiil in the proposed construction area should be removed. In addition, the existing buildings, tennis courts, parking pavements, and fencing in the proposed construction area should be removed before construction. Topsoil may be used in the landscape areas. We anticipate that heavy-duty excavation equipment will be capable of completing the required excavations. Sidewalks and Paved Areas The near surface material consisted oftopsoil, sandy gravelly clay fill, and naturai sand and gravel. In our opinion, the natural sand and gravel is suitable for the placement of sidewalks or as a sub-base for pavement. Construction areas shouid be stripped of all vegetation, topsoii, and fill. The resulting surface should be scarified and then compacted. Fill may be required to establish the grade for sidewalks and pavement after removing materials. The backfill should be placed and compacted as structural fill as recommended in the Compacted Fill section of this report. Compacted Fill Fill may consist of on-site sand and gravel soils or approved imported granular fill. No gravel or cobbles larger than 6 inches should be placed in fill areas. Fill areas should be stripped of all vegetation, topsoil, and fiIl. The resulting surface should be scarified and then compacted. Fill should be placed in thin loose lifts, moisture conditioned to within 2 percent of optimum moisture content, and compacted to the recommended compaction shown in the following table. The recommended compaction varies for the given use of the fill. We recommend that a representative of our office observe and test the piacement and compaction of structural fill. Fill placed beneath foundations, slab-on-grade floors, sidewaiks, or pavement is considered structural. It has been our experience that without engineering quality control, poor construction techniques and habits occur which can result in poor foundation, slab, or pavement performance. BELOW GRADE CONSTRUCTION General Based on proposed building elevations provided bv Tom Mayhew of pierce Segerberg and Associates, Architects, the lower level of the underground garage will have t'inished slab grades ranging from 8186 on the south side to 8181 on the north side rvith a center bay slab grade as low as 8179. The garage will not be heated and trenches tbr footings and foundation drainage may reach elevations as low as 8181 on the south Use of Fill Recommended Compaction Percentage of the Standard Proctor Maximum Dry Density (ASTM D-6e8) Percentage of the Modified Proctor Maximum Dry Density (ASTM D-1ss7) Below Foundations 100 v) Below Slabs or Pavemenr 95 90 B ackfi I I (Irlon- S tructural)on 90 I I side, 8177 on the north side, and 8175 in the center. We anticipate excavation of up to 30 feet in depth with additional trenches up to 5 feet for footings and subdrains. Care needs to be exercised during construction so that the excavation slopes remain stable, particularly on the south side of the project. As the soils are excavated, cobbles and boulders exposed on the face of slopes should be removed to reduce the risk of these materials rolling down the slope and causing injury. The subsurface soils consisted of silty sand and gravel with sandstone fragments and boulders. In our opinion, this soil ciassifies as Type C soil in accordance with OSHA regulations. OSHA regulations should be followed in any excavations or cuts. To meet OSHA regulations, sloping the sides of the excavations at 1.5 to 1.0 (horizontal to vertical) or shoring for vertical cuts would be required. Also, dewatering, as discussed in the Temporary Dewatering section of this report, may be needed. Shoring The subsurface soils consisted of silty sand and gravei with sandstone fragments and boulders. Based on the proposed building elevations provided by Tom Mayhew of Pierce Segerberg and Associates, Architects, the lower level of the underground garage will have finished slab grades ranging from 8186 on the south side to 8181 on the north side with a center bay slab grade as low as 8179. The garage will not be heated and trenches for footings and foundation drainage may reach elevations as low as 8 I 8 I on the south side, 8177 on the north side, and 8175 in the center. We anticipate excavations of up to 30 feet in depth with additional trenches up to 5 feet for footings and subdrains. To provide lateral support for vertical cuts, we recommend the use of soil nailing or soldier post and lagging shoring systems. The lateral support surfacing, such as the I I l0 Iagging or shotcrete, should extend to the initial grading elevation anticipated, such as 8185 on the south side and 8180 on the north side. The additional trenching may need laterai support depending on the depth and distance frorn the shoring walls. Since dewatering and trenching requirements may vary, plans for additional trenching below the initial grading eievation should be evaluated by an engineer of our office at the time of construction. For design, we recommend a saturated soil unit weight of 130 pcf. In our opinion, a friction angle or phi (0) value of 33o should be used. The anticipated peak free ground water surface elevation (el. 8188) should be considered in the design. Accordingly, dewatering, as discussed in the Temporary Dewatering section of this report, may be needed. For long term shoring systems, wall drainage provisions, as presented int}re Lateral l{all Loads section of this report, are recommended. Also, the soldier posts wili need to extend below the bottom of the excavation grade to develop reactionary forces at the toe of the cut. For the design, passive earth pressures required to develop these reactionary forces. should be considered at elevations below additional trenching. We anticipate additional trenching elevations to be as low as 8175. Soldier post (H pile) lengths up to 45 feet are anticipated. Driving piles to this length may be difficult due to the presence of boulders at the site. Temporary Dewatering During drilling, ground water was encountered in all four of the exploratorl, borings at depths ranging from about l1 to 2l feet (els. 8186 to 8190). As parr ofthe investigation, 2-inch diameter field-slotted PVC pipe was instalied in the 4 borings to monitor ground water levels. Measurements were made on August 24, 1995 (shortly after driiling); August 29, 1995; and September 12, 1995. The results of our lt I I measurements are presented on Table 1. Generally, the ground water level measwements in the PVC pipe dropped about 10 feet from the level encountered during drilling, except for boring TH-10. For example (on September 12), free ground water was measured in exploratory borings TH-8, TH-9, and TH-l1 at depths ranging from about 22 to 30 feet (els. 8176 to 8181). In exploratory boring TH-10, the ground water level did not drop and existed at a depth ofabout 11 feet (el. 8186). In our opinion, these data indicate that ground water may be traveling in soil layers or channels at elevations above the free ground water surface. In the previous study by CTl/Thompson, free ground water levels were reported as high as about el. 8184 (July 14, 1983) in the garage area and el. 8188 (July 14, 1983) in the building area. In their opinion, the el. 8188 could represent a peak ground water level. Based on these findings, construction below 8190 may require dewatering depending on the time of year. The lowest ground water levels are anticipated in the fall and winter months. In our opinion, the dewatering system should be designed for removal of water beneath the free ground water surface to about 2 feet beneath the lowest excavation grade planned for placement of footings. Based on the proposed building elevations provided by Tom Mayhew of Pierce Segerberg and Associates. Architects, the lowest bottom of footing grade planned is el. 8175. Ground water traveling in soil layers or channels above the free ground u'ater surface may need de$atering. Since water may be traveling in soil layers or channels. the overall ground water flow at this site is difficult to estimate. Although we anticipate flow between 0.05 to 0.5 cfs in the underground garage area, actual flow will not be known until the time of construction. Design of the dewatering system should be performed when the starting I I I I I I date for construction is selected or at the approximate starting time. Designing the system shortly before the start of construction would allow for a better estimate of ground water flow by measuring water ievels in the observation holes at that time. Higher ground water levels are anticipated in the spring due to peak runoff from snow-melt and rain. We can assist in the design of a dewatering system. In our opinion, methods of dewatering that are feasible for this site include point wells and sumps with sump pumps. other methods of controlling water flow, such as diversion drainage ditches and interceptor trenches, may be needed. If seepage of water from the sides of the excavation or signs of slope failure are observed, it should be reported immediately to our office so that we can recommend methods for safely controlling the flow of water and maintaining the stability of the slope. Some signs of slope failure are fissures in the soil surface above the excavation and sloughing ofsoil on the sides of excavations. FOUNDATION The near surface material at potential foundation elevations consisted of the medium dense to dense sand and gravel. In our opinion, a spread footing foundation system may be used. The spread footing foundation system should be designed and constructed to meet the followins criteria. 1. We recommend wall and column footings be designed for a maximum allowable soil bearing pressure of 4,000 psf. The footings must be supported by the undisturbed medium dense to dense sand and gravel. t3 z. I I I 4. 5. I a). Column footings should have a minimum dimension of 24 inches square and continuous wall footings should have a minimum width of 16 inches. Footing widths may be greater to accommodate structural design loads. Continuous foundation walls should be reinforced to span local anomalies in the soil. Topsoil or fill is not acceptable foundation bearing material. The base of all foundation footings should be founded below these materials. The base of exterior footings should be established at a minimum depth of 4 feet below the exterior ground surface to protect the footings from damage caused by frost action. Footings for the underground garage should be considered exterior because this area will not be heated. Due to the presence of ground water near foundation elevations, the recommendations presented in the Below Grade Construction section of this report should be followed during the construction of foundations. 7. The foundation should be supported by undisturbed natural soil- Soils loosened during excavation should be removed or compacted prior to constructing footings. Pockets or layers of soft or loose natural soils may be found in the bottom of the completed footing excavations. These materiais should be removed to expose firm soil. Also, removal of cobbles and boulders during excavation can result in rough bottoms to excavations. The resulting depressions may be backfilled with the on-site soils or lean concrete. if the depressions are backfilled with soils, they should be placed and compacted as a structural fill as recommended in the Compacted Fill section ofthis report. We recommend that a representative of our office observe and test the placement and compaction of structural fill used in foundation construction. It has been our experience that without engineering quality control, poor construction techniques and habits occur which result in poor foundation performance. 10. We recommend that a representative of our office observe the completed foundation excavation. Variations from the conditions described in this o. 8.I 9. I report which were not indicated by our test borings can occtu. The representative can observe the excavation to evaluate the exposed subsurface conditions. FLOOR SLABS Slab-on-grade floors are planned at this site. The natural sand and gravel will support slab-on-grade floors with low risk of movement. Due to construction beneath the free ground water surface for the rurderground garage, we recommend the installation of a specially designed drainage system beneath the floor slab. We recommend the following for the construction of slab-on-grade floors. 1.For the underground galr;ge area, a drainage system beneath the floor slab consisting of a 4-inch layer of free draining gravel, with frequent interceptor trenches spanning beneath the layer. The interceptor trenches should consist of gravel and perforated pipe wrapped in a geotextile filter fabric such as mirafi 140N. Piping should be sloped to drain water from the 4-inch layer and the trench by gravity. We can assist in the design of the drainage system. For the building, a 4-inch layer of free draining gravel should be placed beneath the floor slabs to provide a moisture break between the soil and the concrete slab. Drainage from this layer should be provided. Frequent control joints should be provided in all slabs to reduce problems associated with shrinkage. Any construction area should be stripped ofall vegetation, topsoil, and fill. The resulting surface should be scarified, and then compacted. Fill may be required to establish the grade for slab-on-grade floors after removing the topsoil, or in excavations beneath slab-on-grade areas. Fill should be placed and compacted as a structural fill as recommended in the Compacted Fll/ section of this report. Placement and compaction of fill beneath slabs should be observed and tested by a representative of our office. 4. 2. 3. I l5 t I I I t I FOUNDATiON DRAINAGE During drilling, ground water was encountered in all four of the exploratory borings at depths ranging from about ll to 2l feet (els. 8186 to 8190). As part ofthe investigation, 2-inch diameter field-slotted PVC pipe was installed in the 4 borings to monitor ground water levels. Measurements were made on August 24, 1995 (shortly after drilling); August 29, 1995; and September 12, 1995. The results of or.u measurements are presented on Table 1. Generally, the ground water level measurements in the PVC pipe dropped about 10 feet from the level encountered during drilling, except for boring TH-10. For example (on September 12), free ground water was measured in exploratory borings TH-8, TH-9, and TH-ll at depths ranging from about 22 to 30 feet (els. 8176 to 8181). In exploratory boring TH-10, the ground water level did not drop and existed at a depth ofabout 11 feet (el. 8186). In our opinion, these data indicate that ground water may be traveling in soil layers or channels at elevations above the free ground water surface. In the previous study by CTl/Thompson, free ground water levels were reported as high as about el. 8184 (July 14, 1983) in the garage area and el. 8188 (July 14, 1983) in the building area. In their opinion, the el. 8188 could represent a peak ground water ler,el. To reduce the infiltration of ground water adjacent to foundation rvalls for both the building and the underground garage. we recommend provision of a foundation drain. The drain should be sloped so that water flows to a sump where water can be removed by pumping, or to a positive gravity outlet. Because of the large height of the foundation walls anticipated in the underground galage area, the 2 tier drainage system proposed by Glenn Palmer of Alpine Engineering is recommended. This system drains ground water l6 T T I I I I I I I I I I I I I I in the upper level by gravity where feasible, and by pumping from a sump in the lower level. Both levels should consist of a manufactured drain system or gravel with perforated piping as shown for the typical foundation wall drain on Fig. 10. The levels should be separated by at least 20 mil impervious plastic sheeting. LATERAL WALL LOADS Walis may be planned which will require lateral earth pressures for design. Lateral earth pressures depend on the type of backfrll and the height and type of wall. Walls which are free to rotate sufficiently to mobilize the strength of the backfill should be designed to resist the "active" earth pressure condition. Walls which are restrained should be designed to resist the "at rest" earth pressure condition. Basement walls are typically restrained. For design, an equivalent fluid weight of 35 pcf should be used for the "active" earth pressure condition and an equivalent fluid weight of 45 pcf should be used for the "at rest" earth pressure. The fluid weights are for a horizontal backfill condition. A "passive" equivalent fluid weight of 300 pcf can be used to resist the wall loads where the soils will always remain in place at the toe of the wall. The equivalent fluid weights do not include aliowances for surcharge loads due to hydrostatic pressures or live loads. A coefficient of friction of 0.5 can be used at the bottom of the footins to resist the wall Ioads. Backfill placed behind or adjacent to foundation and retaining walls should be placed and compacted as recommended in the Compacted Fill section of this report. Placement and compaction of the fill should be observed and tested by a representative of our office. t'l I I I I I To reduce the possibility of developing hydrostatic pressures behind retaining walls, a drain should be constructed adjacent to the wall. The drain may consist of a manufactured drain system or gravei. If gravel is used, it should have a ma.ximum size of 1.5 inches and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete aggregate will be satisfactory for the drainage layer. The gravel drain filI or manufactured drain should extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained by a perforated pipe with collection of the water at the bottom of the wall leading to a positive gravity ouflet or to a sump where water can be removed by pumping. A typical detail for a retaining wall drain is presented in Fig. 1 1. Because of the large height of the lateral walls anticipated in the r.rnderground garage area, the 2 tier drainage system proposed by Glenn Palmer of Alpine Engineering is recommended. This system drains ground water in the upper level by gravity where feasible, and by pumping from a sump in the lower level. Both levels should consist of a manufactured drain system or gravel with perforated piping as shown for the typical retaining wall drain on Fig I i. The levels should be separated by at least 20 mil impervious plastic sheeting. SOIL ROOF LOAD Approximately 2 feet of soil fill, placed on the roof of the garage structure, is planned. In our opinion, a soil unit weight of 135 pcf should be used for vertical load design. This unit weight does not include surcharges such as snow or other live loads. A 4-inch layer of free draining gravel or manufactured drainage system should be placed l8 T I I t I I I I I I I I l t I I l between the soil fiii and the roof to allow for drainage. Drain outlets should be provided on the roofto allow for drainage from the layer. CONCRETE The soils in the Vail area may contain soluble sulfates. Sulfates can cause damage to concrete members constructed with ordinary cement that come into contact with the soil. Type V cement is normally recommended for high suifate areas. However, a suitable altemative of Type V cement is a "modif,red" Type II cement. The "modified" Type II cement contains less than 5 percent tricalcium aluminate. Use of a cement rich mixture (maximum of 0.5 water/cement ratio) and 5 to 7 percent air entrainment further increases the sulfate resistance. This cement should be used for all concrete members (slabs, foundation, foundation walls, curb and gutter, and sidewaiks) that come into contact with the soil. SURTACE DRAINAGE Reducing the wetting of foundation soils and the potential of hydrostatic pressue behind below grade walls can be achieved by carefully planned and maintained surface drainage. We recommend the follou'ing precautions be observed during construction and maintained at all times after the structure is completed. 1. Wetting or drying of the open foundation excavation should be minimized during construction. 2. All surface water should be directed away from the top and sides of the excavation during construction. t I t9 I I I I I I I I I 3. The ground surface surrounding the exterior of the structure should be sloped to drain away from the building in all directions. We recommend a slope ofat least 12 inches in the first 10 feet. 4. Backfill, especially around foundation walls, should be placed and compacted as reconunended in the Compacted Fil/ section of this report. LIMITATIONS Although the exploratory test borings were located to obtain a reasonably accurate determination of foundation conditions, variations in the subsurface conditions are always possible. Any variations that exist beneath the site generally become evident during excavation for the structure. A representative from our office should observe the completed excavation to confirm that the soils are as indicated by the exploratory borings and to verifr our foundation and floor slab recommendations. The placement and compaction of fill, as well as installation of foundations, should also be observed and tested. The design criteria and subswface data presented in this report are valid for 3 years from the date ofthis report. If we can be of further assistance in discussing the contents of this report or in analyses ofproposed structures from a soils and foundation viewpoint, please call. KOECHLEIN CONSULTING ENGINEERS Reviewed by ,ilu'*11<*JJ^ William H. Koechlein. P.E.. President (5 copies sent) .$,-l,Xll,n , a#ffi 20 I I I t I (( \i I 7r, % '1---:= :J i( I NOT TO SCALE I iftZi;Erq=Ss)'\.S g5t1r,)=-'"==-*X JO8 NO. 96-221 VICINITY MAP FIG. 1 II'TTTTI'I]I;E}II. frTTr ol d l! b t() tl ul oo u, UJ <t e.r dt o oi oz FIx ul ('trzui-F,^z =<XJ u, o, 69 F- io( I I I I \l\ rl o JJ =o =z F tu o =l-Ix uJ \l \l\ (' zoJ f d) o ul @o(L o o- It ,_, ; \l t \ri il r rll tll I \ (') +oF I I I ao =E,o d) TEoF EoJ(L ><tu ll-o U)zo F Oo OZ ;o--o_ I F- JFo o o UJJ Jtr (f, 1! tlj J J o oz cco ID ul(' o oz Y o- o UJ U' o o-o(f ILo z F oJ l!t- =x o.r o- Io F. ,'.\."),inbt I rl$j|.'i', \, I ^'{ i.,1.]." j ",".r I I t liLiurli \ t.\J{.j{.:\ "::J t ffi:fu,it #Lt"#P/,'l @ioF rf I F t\ IIFo o IIF o o(r ! 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'- d r{ '{ (\r ')iot;:.q' :o -r:i:l.c at -r -r -{ o lfpmiq,X'trt:,'r'"- li":; * I"rri:q:1!i;',::.I io -{J1. o oo lro. o o i:f;*itr$bilf":r^': t .'o,, - €'ffi o 0, u7 (l ato{)-.o .t \:lliOi'at,iio o otl lh o .1o ,a'5'.,.' Or! "iqJ ; E. 0r |,.) (:: ot !11oati o 'aioro ct 0l\'E OEa-5 o'ooo o\ C' JJ o,o3 4) -o .o o = a,;,, |D ,rr:.,iO o o '(l C' Irf :r c, q) c)t- '.:.. o (t !r A trt ..r 'iJ:; I I I t l KOECHLETN CONSULTING ENGINEERS Somple of GRAVEL,Sandy,Sitty GRAVEL 47 % srLr & ctAY 22 7"FrOm Boring TH-8 aL I3 feer PLASICIry INDEX Somple of GRAVEL, Sandy GMVEr---l-4-% stLT & CLAY---I!-%f1g6 Borinq TH-8 at 23 feet PLASrcMY INDEX TEST RESULTS 541,19 3 1 % LIQUID LIMIT -% gqNg 36 % UOUID LIMTT -% stEvt er'relvsrs --------------l CLAY (PrASl|cl rO Srr (NON.PLASTC) 50 40 30 20 10 0 r0 n 30 o4oz s zx60E 70 60 .o7a .rd9 .29' 590 r !9 2.02.3E 4.16 o.42 OlA il€l€R Of PAnT|Ctl lN MIIUM€TInS ctAY (PLAST|CI tO S|LT (NON-pr-ASr|c) JOS NO. s6-221 GRADATION FIG.4 I I I I I I I I I I I I I I I I I I I I KOECHLEIN CONSULTING ENGINEERS Sompleof SAND and GRAVEL, S i IIy FrOm Boring TH-8 at 28 feet PTASICIT/ INDEX Somple of SAND ' s i I' tY GRAVE! I "6 srLT&cLAy 20%FrOm Bor i ng TH-8 at 38 feet PIASICIY INDEX TEST RESULTS GRAVET 4 3 % slLT & clav 14 o' 9419 43 a LIOUID LIMIT -7" 5qN9 72 % TJOUIDUMII-% .297 .5m Llg 2.0 2.36 d.76 CLAY (PLASI|C) IO Snr (NON.PLASIC) ro m 30 oez z cP 70 EO 'I 60F I*l- ooI 'f,"t'-l ':I .00i .o|a ta9 .297 .590 1t9 2.02.38 042 OIA,}1EIER OT PARTICI.€ IN MII.LIM€TERS cLAy lPrAsIc) ro srLr (NoN-Pr.{src} JOB NO. S6-221 GRADATION Flg. 5 KOECHLEIN CONSULTING o ENGINEERS ctAY (PLASITC) TO S[.T INON.PLASI]C) GRAVEL 21% SILT & CLAY 21% PI,ASICIry INDEX SAND 58 7" UOUID LIMIT -7O .07a .1!9 .297 .590 r.{9 2.0 2.3E 4.76 o.a2 UAM€TEA OF PA'?I|CT€ IN MII,UMET€Rs CLAY IPLTTSTIC) TO Srtl (NON-PI,ASITC) Sompleof GRAVEL,Sandy,SiIty GRAVEL 4 8 % FrOm Boring TH-g at 18 feet srLT & CIAY l5 % PLASICTTY INDEX SAND 17 70 UQUID LlMff -7" GRADATION TEST RESULTS t I I I I I I I I t t I I I l I l I KOECHLEIN CONSULTING ENGINEERS Sompleof S ILT, Gravel ly, Sandy GRAVEL 31% FrOm Boring TH-g at. 33 feet SILT & CLAY 38 % PTASTICIIY INDEX Somple of SAND,SiITY GRAVEL 13 % $Lr & ctAY 14 %From Boring TH-10 at 9 feet PLASTCTY INDEX GRADATION TEST RESULTS SAND 31 % UQUID LIMfI -% SAND --_73-%UAUID LIMII -% F'o H' H'o H.o f-l*tlfi*ll f-l'o fl-n*t_J lm 200 ,I soF I 'oI 30F ,.L ':I .00r CLAY (PLr.sllc) IO SrLr (NON-PL,SIC) CL€AR SOUAR€ OPTNINGS r0 20 30 oaoz z coP 7O 80 ?!ff '*T eo l- *l- _^t'"i *[ -l oo l- I ,.1_ ,.1- oL .00 |.o14 .rd9 .297 .590 1.19 20 ?.3E d.76 o.42 OIAMT'ER OF PANICTE IN MILIIM€IERS cuqY (PI.ASIIC| TO SrLr (NON-Pr.rSrlc) I l JOB NO. 96-221 Flo.7 I I l KOECHLEIN CONSULTING ENGINEEFS Somple of SAND,Gravelly,Sifty Gnnva 312 srlr & cLev 18 rproa Boring TH-10 aL 14 feet PI.ASTICIIY INDEX Somple_of sAND,GravellyrSirty GRAVEL 35 % srtr a cuaY 2I zgron-,, Boring TH-10 at, I9 feet PLASTCITY INDEX TEST RESULTS sero 51 z LIQUID LIMIT -% SAND 44 % UAUD LIMIT -7. I j 10 n 30 o402 z eoP 70 60 *l- I50F I oo l- I I zof IroF IoL 00r 1.19 202.38 d76 CLAY (PTASTTC) IO Sur 1NON.PI^SI|C) ;t il{'^ '4'}l* .o "i^l i' ili^i CLEAR SOUAR€ OP€NINGS 3/8' 3r4' 1',h' 3' r@ 60 70 60 50 d0 30 20 i0 0 {0 m 30 o402 z . i0 80 o74 r49 .29' 590 l.l9 2.0 2.J8 4.76 o42 OIAMITER OF PART|CL! IN MILLIMETEQS cLAy (PtAsTcl ro srLr (NoN.PusIc) JOB NO. S6-221 GR AD ATIO N FIG. 8 I I I I I I i I I I I I I I I I I I I Sompleot SAND,Silty KOECHLEIN CONSULTING ENGINEERS GRAVEL 4 % stLT & CLAY 26 0/.[196 Borinq TH-11 at 12,5 feet PLASTICIIY INDEX \7t(/\VEL- /. SILT & CLAY-% SAND 70 % UQUID LIMIT -% $qND --% LIQUID LIMII -% Somple of From PIA$] TYINDEX TEST RESULTS :I .nL ..f 'f ^['r OL .00r CLAY {PLASTIC) lO SrLr (NON.P|-ASI|Cl 25 45to 90 80 70 oAe i eto F40 30 20 t0 0 TIMI N€AOINGS 60 MrN. t9 MtN. 4 3/8' 314' 1Y1' l' .074 .1!9 .291 .590 I 19 2.0238 4.76 0.42 OTAME]EA OF P/AI|CIE IN MILTIMTTEAS CLAY (PtASlC) rO SrLI (NON.PIASTC) JOB NO. S6-221 GRADATION FIG. 9 CLAYEY BACKFILL 12' MtN. GRAVEL EELOW GRADE WALL COMPACTEOBACKFILL DRAINAGE 140NS OR FABRIC MIRAFI EQUIVALENT. 4 INCH DIAMETER PERFORATED PIPE (SEE REPORT FOR BACKFILL RECOMMENDATIONS) MANUFACTURED DRAIN GFAV EL 4INCH DIAMETER PROVIDE PLASTIC SHEETING GLUED TO FOUNDATION WALL TO BEOUCE MOISTURE PENETR ATIO N.PER FO R ATEO PIPE.12' MlN. NOTES: 1. INSTALL EITHER: A. APPROVED MANUFACTURED DRAIN SYSTEM AND GFAVEL COVERED PIPE OF 8. GRAVEL WITH PIPE 2. ORAIN SHOULD BE AT LEAST 6 INCHES BELOW TOP OF FOOTING AT THE HIGHEST POINT AND SLOPE OOWNWARD TO A POSITIVE GRAVITY O UTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING- 3. THE DRAIN SH OULD BE LAIO ON A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN, 4. GRAVEL SPECIFICATIONS: W ASHED 1 1/2 INCH TO NO. 4 cRAVEL WITH LESS THAN 3% PASSING THE NO. 2OO SIEVE. = @ I 'JOB No. s6-221 TYPICAL WALL DRAIN DETAIL FtG. 10 l I I I CLAY BACKFILL 10'. tl-tl COMPACTEO BACKFILL (SEE REPORT FOR BACKFILL RECOMMENDATIONS) WASHED 11/2 tNCH TO NO.4 G BA VEL WtTH LESS THAN 3 PERCENT PASSTNG THE NO. 2OO SIEVE. NOTE: INSTALL EITHER M IN. MANUFACTURED DRAIN SYSTEM 4 INCH DIAMETEB PERFORATED PVC PIPE. THE DRAIN LINE S HO ULD BE LAIO ON A SLOPE RANGING B ETWEEN 1/8 INCH ANO 1/4 INCH DROI PER FOOT OF DRAIN AND LEAD TO A POSITIVE GBAVITY OUTLET. 1' APPRovE D MANUFAcTuFED DRATN sysrEMAND PIPE OR 2, GRAvEL wtrH ptpE TYPIcAL EARTH RETAINING WALL DETAIL Fto. t l F- oo .; oo oo c.l co oo ;t'- oo v)F 7 rYl Da FI J2c0* >o'7 D- ra (g () rt l rFJ {.) x co ''r;t-- oo co co q oo co oe t-. oo (.l C (/) r't\ ^ 3X A co oo cn t-- oo v] $t-. oo A^ bI) ^A c- caF- co ./ic- co c] c-. oo il^>:; o .N LU \'C;| <r< f, ,-T ^ = a-./ Xo c).= 1:_qoC9.- Or-> l) a;; h0() a2 I , !, I I I I I I I l c.,l(\ ; z I., o t t I I I I I I I I I I I I I I I l APPENDIX A ENGINEERING GEOLOGIC HAZARDS STUDY ( 'i ] /l0l lvesl Yale Avenue. No 601 Denver Colofado 80227 303.986-6658 R. J. lrish Consulting Engineering Geologist, Inc. September 15, 1995 KOECHLEIN CONSULTTNG ENGINEERS 12354 West Alameda Parkway, Suite 103 Lakewood, CO 80228 Attn.: Mr. William Koechlein President Re: Geologic Hazard Study, Golden Peak Base Facilities Site, Vail, Colorado. Job No. 376 Gentlemen: As requested by your Mr. William Koechlein, the undersigned has investigated engineering geologic conditions pertinent to the Golden Peak Base Facilities site in Vail, Colorado. Our objectives have been to outline those conditions generally, and to predict and assess their probable impacts on the planning, construction and operation of the planned facility, including any potential or existing geologic hazards that should be considered. That facility is to be a multi-story building with an underground parking garage constructed on a lot that is about 450 feet long east to west, and about 3 50 feet wide north to south. This property, sited on the floor of the Gore Creek Valley south of Gore Creek near its confluence with Mill Creek, is bounded by Gore Creek Drive on the north, the Vail Village First Filing of single-family residences on the west, open land to the east, and the Golden Peak ski slope and run-out area to the south and southeast. During the course of our investigation we have researched published and open-file geologic reports (including our own) and maps pertinent to the project area, and geologically recon- noitered the site and vicinity (today, September 15, 'l 995), Sedimentary rock strata of the Minturn Formation of Pennsylvannian-age (about 280 to 320 million years ago) constitute bedrock across the floor of the valley and the adjacent mountain sides. These strata include interstratified sandstones, siltstones, and shales, along with thin and thick layers of limestones and dolomites. On the slopes south the project site those strata appear to strike generally eastward subparallel to the trend of the Gore Creek Valley, and Consullant to D€srgners Contractors, Planners I I I I I I I I I I I I I I I I I r' I R. J. trish Consulting Engineering Geologist, Inc. appear to dip southward into the mountain. The Gore Creek Valley has been glaciated repeatedly during the past 2 million years or so (the lce-Age ended in this valley about 8000 to 10,000 years ago), thus the lower slopes and the floor of the valley commonly are underlain by soils deposited by glaciers or glacial meltwaters. Across the higher elevations of the valley slopes the bedrock strata are blanketed by slopewash and residual soils, although several thick strata of stronger bedrock stand out as rock bluffs several tens of feet high. The Golden Peak Base Facilities site is located on about the longitudinal centerline of a large alluvial fan created by discharges of the bed load of Mill Creek onto the floor of the Gore Creek Valley . The project site is about two.thirds of the way down the fan from the mouth of the Mill Creek Valley to the perimeter of the fan, the deposition of which has pushed Gore Creek almost over to the other side of the floor of its valley. This fan, fully 2500 feet across its toe, and about 2000 feet long, with its surface sloped at about 'l 5:1 (vertical to horizontal), is not a debris fan, and does not evidence, therefore, repetitive high energy debris flows, past or future. The material of a debris fan was debouched from a steeply sloped ravine as very fast- moving water highly charged with soil and rock debris, and the surface of the fan is sloped as steeply as 2 to 4:1. Many debris fans are apparent along both sides of the Gore Creek Valley in the Vail area, but the fan at the mouth of Mill Creek is not one of them. The floor of the Mill Creek Valley is shallow-sloped along its course for at least 3 miles upstream from its mouth, thus the floods that have emanated from it have been much lower energy events, mainly of water carrying much less soil and rock debris than their sister events, the debris flows; and the surface of the fan is sloped at a low angle (about 15:1) typical of alluvial fans. The fan probably was constructed mainly during the first few thousands of years after the end of the lce-Age, thus is a geologically old feature (relative, certainly, to the time of modern habitation of the valley), for the most part, although periodic flooding of Mill Creek since then no doubt has contributed soils to build this oeoloqic structure. Moreover, the risk of debris flows coursing down the Mill Creek Valley alter discharge from streams occupying steep ravines tributary to that valley is low because the slopes of the valley, although typically steep, are densely forested, mainly with evergreens. The geologic hazard associated with an alluvial fan is stream flooding, and that risk should be evaluated by an hydrologist. However, the Mill Creek alluvial fan has not'been invaded by flood water, to our knowledge (admittedly meager), since the founding of the town of Vail, a large section of which has been constructed on this fan. The Mill Creek alluvial fan soils, likely several tens of feet thick, probably include poorly I stratified, cobbley and bouldery, silty to clayey sands and gravels that probably are underlainI I I r,., I R. J. lrish Consulting Engineering Geologist, Inc. a by morainal and/or glaciofluvial soils tens of feet thick. The alluvial fan soils may be subject to I differential settlement, hence that should be considered in the development of foundation designs for the building. t Otherwise, geologic conditions pertinent to the Golden Peak Base Facilities site appear to be I benign. We found no evidence to support any affirmation of geology-related hazards that should I be considered in the design, construction, or operation of the planned facility, including rock fall/rock slide risk, debris flow risk, landslide risk, or avalanche risk (provided, of course, t the stopes of the adjacent Golden Peak Ski Area are properly groomed and protected). So long asI the natural ground stability across the project area is not significantly disturbed by large cuts I and fills--and we understand the cut slopes for the building basement will be geotechnically I engineered--the planned construction activity and the operation of the planned facility should have a negligible impact on site geologic conditions and should not trigger any geology-related I hazards. Consequently, that activity, in my opinion will not increase the geology-related hazardr to neighboring properties or structures, or to public buildings, roads, streets, rights-of-way, r easements, utilities, or facilities. I I hope my evaluations and conclusions will be of some service to you. lf you have any I questions, please call.I Yours truly, A#rfuw Consulting Engineering Geologist t I I I t I I I I t o,,l:?E&ffi,5 Tt ilf,'#i f^b | 208,r vAS[eN COtJtl T cor.J L r t. coLon^t)o 00433 (3031 67 a-7560 Page I of OBSERVATION REPORT ITIS Job No. : 052196 Date: 8-23-96 Locati 6n; Shoo Insnection/Zimkor TndustriesProject:Golden Peak Base FaciIitv Inspector:Bruce Eri ckson This report package cont-ains informatjon concerning specil"jc tesls and inspections of structural steel welding, structural bolting, structural sprayed fireproofing and/or nondestructuve testin(t . 0n1y the forms appropriate Lo the types of inspections and tests conducted have been preDared and are enclosed. The specific criterirr util ized in judging the degree of conf0rmance for e,tch a rea oI i nspecti on is conta i ncd on each i nd ivi du,rl insoecti on forrn. Cl i ent :__Kpechl ein Consul tin Al so incl irdcd 'i n th j s inspcction l)r scrFn.rnl^ips". On LiSt. lhCfor each pagc issued, as wi ll be Specific usage of the 0.D. List package may be ITI S' " Li s t. of 0u lstandi ng 0.D. List vrill be consectrtively nuntbered blre deficient itcrns containcd in the list.is contai ned in each secti on. If there are any questions regarding the content of this rep0rt, please feel free to contact ITIS at your convenience. (-4".-*Zffia Davjd L. Sturge President INDEI)EI'iDENT TESI-I):Q C I txsrecrioN sERVTcES IrO I2OIJ,I VNSEEN COUNT coNtFEr:1, coLorl^r)o 80433 (303) 6 74'7 s60 Page of ADDITIONAL INFORMATION Inspcctor:Bruce Erickson iTIS Job No. 052196 Date: 8-23-96 This fornr contains rrddi tional inspecLion information not specifical1y covered inthe prepared form.rts ol" testing.rnd inspections. Addi ti ona l i nspecti ons Addit ional tests Additional information lls _9_tfg9.b94_5[elll lpes t i on Los Sheet" lists those fabricated conrponents whi ch recei ved vrel d oual i t veri fi cati on. In sunrnation, no deficiencies yle re noted and no outstandin condi ti ons remat n. IN DEPEfi DENT I'ETJ'I'I NG T, O 5 I'ECTi: },:,ITY,',: ES I N CO coNlr Efl . 0010{tA0() 004J3 {303) 6 r.l '/560 SIIOP I NSPECl'ION LOG SIIEET Page, L,... of Inspector:ITrS Job f{e.; odatlcq Oater-_e-gJ3-gfL__. Di men .v.r. |,lelds Ins NDTt\- o Camber C ommen t s r\T ;vNb-i'X ,r9-l Cornponen ta::.-Ilt;;tF tl rr l, u t' IN IFP::\Di:NI' TESI'IF{C & OslrEc'lron srl,vtc.S tnc. 120U r VAI; l- [l.l counl' COf.{ lF L rl, COLOtIADO 00'13 3 {:J03) 07'{ 7!60 Page 4 ol' 5 R[PORT OF NONDESTRUCTIVT TISTI NG Tnqnoclnr'Bruce Eri ckson ITIS Job No. : 052196 Date: 8-23-96 T.zrrn or Cnnnnclinn Tnstnrl : Anqle splice, fin plates, beam anqle splice Typc ol" l./cld'l-csLcd: Fillc't X Croovc X 0bhcr -fype ol'Test Pcrformcd: U.T. lt.P.T, x D.P,T..-Olhen Appl i cabl c CocJr. or Standard : Tcst PCrforrncd in: Shop X Piq16 Frcqucncy of Test i ng: ?0 "/, ProviCe cr -0encra1 5urrrn.rtion of thc c0rnponcnts and itelds testcd and ljstcd ,ttlachcd l1 .D.T. Ccrtil'ication rcport(s). Also providc r crjlirqtrc of cach ftrrrlin'1 coliil-ior:(s) anC specify tlic 0.0. iLcnr ntnrber, prciixcti t^rilh an' f icld tcstirr! or an "S" for shop tcsting, assigncC to cach nottconf'ot'r:r'i ng Al:0, incluclc l.hc.rppropriatc 0.D. p.rgc nurnbcr(s) with each listcd 0.0. i 0n thc n0nc0n- " F " f o r cortdiIicln. t cnr. AWS D1. 1 and Pro iect Standards The attached "Report of Maqnetic Particle Testinq" form lists those i tems whj ch recei ved magneti c parti cl e testi ng. In summation no deficiencies were noted and no outstandin cond i t remaln. [xcludjflQ c]n] jlcns of nonconfornrancc, thosc rcmdjning coulp0nent wcld(s) listctl on thc attachcd N.D.T. Ccrtil'ication fonrrs havc bccn found in confortnancc with the stotcd r.rc1cl quality crilcria. Visuol Inspections for acccptdncc of tcstcd vrclds r'\l'c c0VCt^cd in tlrc "Vjsual Inspeclion" scclion of tlrjs rL'p0rl p;r ck,r9c. ACd: :i0rr;r.l Irrf,trrrrirtion Slrccl Al"taclrc.d QouruNDENr ,rrrtrt * INSPECTION SERVICES INC. I2084 VA6EEN COUBT coNrFER, COLORADO 80433 (3031 074.7560 RBPORT OP MAGNETIC PANTTCLE TEqTINO 6or.bm-{ F€nx nd LZ)LA 36-10-S0 L9E I l!-t-t0E ,{o8J Page 5 of 5 PROJECT CLI ENT ADDITIONAL CUSTOMER INFORI{ATION ITIS JOB No. ---Sl4I:_k__--=-*--.-TESTING CONDUCTED IN ACCORDANCE I.IITH QU/TLITY REQUIREMENTS FREQUENCY OF TESTING MAGNETIZATION CURRENT rYPE OF EQUIPMEN'T USED TYPE OF TtrSTr I"JET > MANUFACTURER .4/r'nfit>eCIIENT'S JOB N0. /Sc"e CUSTOMER'S I.D. NO. TYPE O WELD TE DCPULSED Ds2 LI6T OF PART6 OR COMPONENTB fESTED WETDERS RESULTS REPAIRg ery. f iK. No. r . D. No. [e c. RT-J. Ede .Te,J.RDMARKS TI{E STATEMENTS IN THIS RECORD ARE CONDUCTED IN ACCORDANCE WITH THE DATE OF TEST ], TIJE UNDERSIGNED, CERTIFY THAT CORRECT AND T}IAT THE TESTING WAE ATOREMENT]ONED REQUIREMENTS. INS PNCTOR SIGNED LEVEL OT QUALII'ICATION rHrs DATE .pe.lat hk -. . DATE tl - AUTHOIIIZ}1D BY ii'i Dlli)gND [li]' TESTIN G G o INS P8.19).:*rlvrcEs I l coNlr: t.l | (;olollAt)o 004J3 (303) 074./500 ORSERVATION REPORT ITIS Job No. :052196 Page --l-o l' 6 9- 16-96 & Da te: 9-20-96Client:Koechlein Consultinq Enqineers Froject:Golden Peak Base Facility LocaLion:Vail, Colorado Inspector:Georoe Schwandt This report p.rckaqe conl.ains'i n[ornration concerninq specific tests.rnd inspections ol'sl"ructural st.eel weldincl , strucl"ural bolt.inq, slructural spraved l'ireproofinq and/or nondestrrrcl:rrve tcsl;ing. 0nly t:he [orms appropriate to the L-ypes ol'inspecti0r']-'r flnd l;ests conducled htrve bcen prepared .r nd are enclosed. Thc specif ic cri l.eria uL jlized in .iudq jnq the derlrr,'n ol' conf0rirance For c,rch a rc,r of inspeci.ion is c.ont.,r'i ncd on cach ind.i v jrjrral in:peci:ion l'oriri. Al so i ncl rrded Di screp,rnc.i cs"[or each paqe Specific usrl(e in l..his in..,pccl:ion p,rck,rrte m,r.y be iTi.5"'l-isl: oF 0u1:stancl ing ,0.i1 . l-isL. The 0.D. IisL vrill l'rc cnnsecrrl,ivel.y nttmi:ercd issrredr crs r,/ill tre l"he deficient ii.ems conL.'rineri in the lisL. ol' the 0.0. Lisl" is conLained ''i n cach seclion. If there dr€ c1n) questi0ns regt'rrding the content oF this reporb, please'l'eel f ree l-o c0nl",rct ITIS at your conven ience. ,4f,-od3. David L.51.urqeo Prcsidenl. eruEpnNDENr rnsrttl a IIT{SPECTIOi\ SERVICES INC. |2084 vn{iEIN (]orJilr col.rIl L: B, col,ollAf)o 8043:l (:103) 0/4 i560 Paqc FiELD INSPECT]()N RIP(]RT FORH INITI/rl- VISUAI- INSPtCTI0N 0F l^/[LDiNG Inspector:Georqe Schwandt ITIS Job No, 05?196 D,tt.e:9- 16-96 Fi el d l.larle l.lnl ds, : X Shon t,iade tiel cls : T.ype of lields inspectcrt : fjl-L ets -X--G'-onvc 0t.hrrlylte of Coi:.i)onct'l t Conl.;rininq l.lrrr inncr:icd t,ttld-Trcl col ,nnl-rlta:r, qi rclc r ,nronrc n it,teld, enrlretl , coid f nrilcd, nic[:.rl sl.ucls, el.c. ):As recorded below Appl icahl e Codc or 51.,r;,r;at.rl :Al^JS Dl,1-94 and Proicct Stanrlards ANFA(. NTr\rtr_,rJ Uf lt\J|,ltl,t lt,il or El ev,r li on : Level 179'Precast (PC) wall panels to PC wall panels I irre locaLion (s) en.onrpassinq ilie a;e;dil- o-r-Tnspectron n-r Lesti gn * --- Lj,ne-f-rom-]6 ---17j_i-n"es-- rrovrctc (l c)-t l.tq{rq (.) | nol.erl conrl i [. lons 0[ n o n c o n [ 0 rrrra n c c . Aiso inc],,-t^ -r l.^ -,..-.^^tr \ ri; Lru (lrlJr u- 0f Lnvcl Gri d priai.e, assi!Jnccl "F" pr^ef ixcd 0.D. i i.cni nrrnrlrer and 0.0. paqc nrrrrrber.re [r:renr-crj 0. i]. i, i .i.. -._.-__ _-_ i./one,.notcd., Al. l"ach thc Level or Grid line I Elcvotion: Level 191, pC walI I o ca l. i on ( sJe n i.-onpa s s r-n q -LrrE- a rca panels to PC wall panels tiI oT-lnspcct.lon-oi tci-fs: On X - lines from J.3 - K linesrom 16 - i7 lines and on 17.2 |rovt(lc il cr'l tlqlte ofpri,rl.6, aSSir;ned "F" rcfcrcnced 0. D. l_i:. I pref ixecl 0.n. i t.cnr nunrber trn(i 0.D. D,rcic r.it,nlhel-. /itLach thc None notecl l-evel or lllev,rt.-i on: Level 206' pC wa11 panels to double tees and hair pins Grid line loca{-ic,ri(sl-Eriiou,pr15afiq,hc,rr:i.i( if oiinip-cc-ricrr-0,.r-":ts,-- J.g -_- 1-o_l(-Z_Lileslnomj5_- 17 Lines_(Me_c*[an-.Lc_al_B-q_0fil_ rovldc ,r cri Lique of noted cond itions o nonconf orm,rncc. Al so incpricrl:e, ossigned "F" reforencc(l 0.D. Lisi.. pref ixed 0.D. i tem nrrnrller ,rncl 0.D. Daqc nunrber. ude.thc Atl.ach appr0- the None noted Renraining condi i-ions nol I isLcfl as 0.D. i l.nnr., rrrerer:ril.r-.ria.forrrrtl confor-nirrq lo l.hc sl.al.cd I nspec lor: Georne Schwandt Ficld lladc ljelds: X Tyne ol- |,/elrls Ir:pe?t:ccrl---t lll{rrs- X Groovc Onrpei\DEnir TESTITC& ITIS Shop 1.ypc oI Componenl: Cont.rininq the tn:.pcilc.:| f/eltj-iie. colrrmnl-tiolir-irll welcl , enrbcd, cold l-ormerl , ;trel.ai s1.rl11s, el.c. ): As recorded bel orvApplicable Corie or SL,rndarrj :at/S D1. 1-9{i and Pro.ject Standards ARIAS f)F iNSPi:CT]ON Level or Elev,tt jon: Level 206,llc__qq.l_| -pl l9'l s . t o-i C- _w a I j_,pg I e_l .iGrid l inc jocaLiorr(s)-cnconipTi.ln-q Llrc ar"catJ'of tn::pc;ilon;,^ i,o;,.a-,J.8 to K.2 and 16 - 17 lines (l'lecahnical Room) rrovrrle a crl l.tqt/c o1- nol,er:l conci iLions of n(lncOn [ormance. Alpriate, 11 SSiqneri "F" lrrel-ixecl 0.D. i l.cnr ntrnrber antl 0.0. parie referencr:cl 0. D. l_isl .llone noted Lcvel or ilevat-ion: Level 206, pC ton slab to pC walI panels Grjd l ine local.jon(sTcnclrnpa.ssinrJ-The;rc;-Gl-o-t' in:.,I)ec-Lion-or [cs-ts: ,l .t] to K.2 and 16 - 17 lines fJ rne cl rcatsi 0r (Mechanical Room) F___.:_--rr()vl0c r'l cl'l I. l(lrln nf noLocl concl i Iions of nonc0nformancc. Also includc the annro-prial-c, assiqncd "[" n''af ixcd 0.0. i Lem number anrl 0.D. ;raqe nrrrnbcr. Ali-,rch the re lcrcncod 0. D. L j ... t.. None noted or ilcv.'r1.ion: Elevation 238,0g" Moment connections i ne I oc.r L i on ( sl e. ni ornira iil rrr-tlie {r r.ea (i).'o f-l n s pec t i-on b r and 6.4 lines IN SPECTION.i Si:,RMCES iNC. l2(ln4 Vn ic,I: l' N C(l(/IlI coNIl:t, r1, c0t oRADO 80433 (303) 674-l560 F][LD INSPICTION R[PORT F(-)RM ]NiTIAL ViSUAL IIi:PECTlON OF l,lILD]NG Pa ge of6 Job No. 052196 Datc: 9- 16-96 liade tllel ds: 0t:her rtlcr, montent :,0 i ncl rrrlo l:ltc np0l-o- n irnrhc r. A 1.1. a c h i. he l-cvel Grid I Lcsts: F---i--=-t'r0vl0c d cl-l utque 0l nol:ed condiLions of noncor.t lorurancc.I so i ncpriate, assiqned "F" prefixed 0.0. itcm ntrnrbcr and 0,0. n.toet-nfercnccd 0.D. l-ist.. None noted ude t.hc n ttnrbe r .A Ltach a pp ro- the Renl.tininq condi i.ions not. I isl.erl as 0.l,) . i Lenrs lvcrc founrl conforminrr t.o Lhe staledcrr Lcri .r. R?EJHSHli,ilp'? |.'084 VASl [^J COt,n'l coN|| t: r'r, cot.onAl )o B0433 (i]03) 6 i 4-75(i0 Paqe 4 of FIII-D lNSPICTION R[PORT FORM ]NITIAL V]SUAI. INSPICTI()N OF l,]iLDING Inspect.or:Geor"e Schwandt ITiS Job No. 052196 Da l-c :9- 20- 96 Fielrl ll;rdc l,/elds:Shop llade l,ields: T.ypc of t{elds Insniit o.ci: FjlfeG Jr .vpc of l{eltls lnsnecIcct : FillcG--'-X-'-Gr-oovc X 0il-c---ype 0| f,6rrrpsnonI Co:rLaininrl Lhc l-rstiiitccl Wclcilic: colunrn, tcair , qi rcle r' , nrontc n tlveld, enrbr:d, cold formccl , meL(-t I st.uds, cl.s. );As re co rd ed belowApplicahlc Codc or Sl.ancl,tr(l :Al.JS D i. 1-96 and Project Standards ARTAS 0[ INSPi:(]TI0N l-evel or ilevat.iorr: Elevatjon Z3B'08,, Gr id Ii ne I ocation (s )-cnionipa ssinq -|/-re area dncr q - tu ltnes __S,1ow qVg4_tp_!e qm o_LjI_g I e r__(s) of insfrcction or Lcsl,s: A to B l'roviric a c.ri i.iQlrn of not.e(l ao.(l r'tioni-ot n,rnco,r f or ninccl-l;so inclurje l.he ,:li);)i'o- nrrirltci'. Ati.,rch t:hepriale, assjgned "F" pref ixed 0.D. .i t.cnr nrrnrher anri 0.D. n.rcr:refcrenccrl 0.D. Lisi.. llonc notcd l-evel or E'l evo 1;i on:El evati on 238' 08"Bent plate to beams il- oT-i[snEEL-]-on ortirrd trne location(s) cncornlr,raiTnqTlic';-1r,ili) -oT-inspEEL-on or ieTLs: On gline from 4.6 - 10 lines ind on 10 l.i ne from B - E lines P.otliG a-cir l.iq,c c,|-.0r.0i-l-fidjiro'rs or n.rrconrornr,rnce. iirio rnil u(ie i:he r)pi)r-o- Ai. l.ar:f, theJrria(,c, r-rSS i(jneci "F" prct-ixcd 0.D. i inrrr nunrber and 0.|J. paqi: nr/nr){:rr.rnlrrencctl 0.1). t-isL. None noted Ievel Grirl I oi- Llev,.rl.ion: Elevati0n Z38,0g',EgUt -d atei -to-nioni_tor Lube frame srnc iocni.:oil ls) cncornirassinq l.hc nrca(s) of inspccLron or Le:,Ls:CtoD ProviAc-a ill-ficlrrc ol';nGa-cond-iLlons oi;onconfomn,rn;c. TlTo in-clwh-tl[t,rrl,p.*1lri.rtc, iissiqned "F" pref ixecl 0.D. iLcm nrinber and 0.0. p,rge numhe r. A1.1:ach therel'erenccd 0.11. l-is[. . The bent_p!q!9_9p]_l!ef q[9 -]!_-j_r^o_q_ess_a_t-_t_[is tiryg. -----[p] l_or:gp-_l_! rp!!_t_Lfi_ryill u*t-_.-rlqv_*_*__,f1111!s_t]l.-_q_f_ r{-_|_d3j-e-rlj-1rj_p_ee!r_s.visiL. and I - 10 lines llemaininq conrl i i.ion:, nol- Iisl_cd as 0.l-t . il.enrs r,rere f otrnd conforntinq l.o Lhc :,La l.cclcr i Lnr i,r . fronrENDENr rEsrif a INSPECTION SERVICES iNC. 12084 VASI:l-N COt.lnT cof.lrf t:n, cot onA0o 804::13 (30:l) G74 7li(i0 Pa,le 5 of 6 riELD INSPICTION RIPORT FORM ]NITIAL VISUAL INSPICTION OF |,lII.DiNG Inspecl.or: _ George Schwandt ITIS Job No. 052196 Dcrl;c: 9-20-96 Fiel d ll,rcie licl ds : )i Shon ll,rcJe l,jcl ds : T.ype oF h'eltls inspcc-l.r:c ts -T -Groove 0lhcr Type oF Cornponenl: Containinq 1.hc lrrlie?t.ecl l,lclclTiel column. -iiean,qri el:', r.,ron-c.;treld, enrbcd,, cold forrnccl . rnel.al sl.rrds, o1.c. ): As recorded below Appl icabie Corle or- St.anriarrt : At,jS Dl.1-96 and-proieTf*SGn?ar Os AR[AS OF INSPECTiON Lcvel or ileval;ion: tlevation 238'08" Tube steel from monenL connections Grid line locat,ion(s) cnconipasilncl itrc-area-fifot-Tn;lieTiron 0r i;csi.s: -_6o1ro_ -.-.-o-ll h nro.nc csL e-s-tari--to-wc.r*o.n-.1-i-n e.-1 0-- ---6__'_---_Irovlcle .1 crl1. lqttc ctI n,ri.crj conrl itioni of n 0 n c o n f o rnr.r n c e . Al so inc turjr-i.nc arrnr-o-priaLe, assiclnerl "F" pref ixed 0.D. i lcnr nrrmtrcr ,rn,:l 0.D. noQe nrrmbr.,i.. /iLtach ihprefercrrccci 0.1). l_isi.. __._, ____ _-_li0.n o nO-[ed-_._..__. Level or Iii:vaLion: _ E-l-e_va!ion 238,08,' Bent plates and_.adclitj_q!_jlSle_tqLlrcwquard G r j d I i n e I o ca 1;'i on ( s)-cn ibiiitila-lfttTrra i' rea til-o r-l n a pec rl on' bFrcs t :; *on topof the stair tower at line l0 ProvirlC t o-rl;i(ruo-oi noinir con?l1To,rs of norrccrnior,n,rn-i:c. Ar.so riil-ucc ilr-e- aporo-priate, .rssiqned "F" i'. ctixe<l 0.D. i Lern nrirnl)er .rn,:j 0.D. naqe t.lr;tlrcr. Ai.t,rch tle fione notcd l-r.vel or Eleval.ion: ilevcrtion 238'08', Metal deckine puddlc weldsGricl line ,oc,r1.irrn(r)-incorr,liisiTng-ii,e a':ci(i)-0-iTsn;ci.;i;;-c,.-;"s-:l ,--l-to He'I ines,rnd 4.6 - 9lines Provirle a cri t jqrrc-f noten con?llfions of-rrrn-c.nriidnr,rncr.ll-so inct t,it-c ilc dr)n,1r_priate, assigned "F" prel'ixed 0.D. i tem nunber and 0.D. pagc nrJm[er. Att.rch tlrere[ercnced 0.1]. l-ist. None noted llentaining r.onrl ition:, not: l isl.ecl as 0.1). i l,crrr.., vrerc f ouncj confor-nrinq Lo I;lre st.,rt.cr.lr:ri Leria . iflD'-PL:NDtNT l-Es-flilQ L EN'PEC}9}"?flY,:ES INL ao"1r:1: n cctlot.l^t)o 00413 {l0lll 674 7560 Page-6-of 6 VISUAL INSPECTIONS OF STRUCTURAL DOLTED CONNECTIONS Inspector: GeorqeSchwandl ITIS Job No. : -01?!9-6- Date --9:20:9-6 T.ype of Bolted Connections: Fricl.ion--Be,lring Type and Si ze oi- Bol t.s Inspected: A-325-_--l A-490 A- 307 0ther Cri ter i a AR[45 OF iNSPECTiONS List the levels and arcas of inr',pecl.ions separatcl.y vril.h a critiqtte ol'nonconforming conditions. If 0.D. Ljst js utilized, rlesignate lhe il.em number and 0'D. page assi gned each noncon forrni nq condi L ion. Locati on: El evation 238'08" Areas of inspection: A to E and 4.6 - 10 lines Di screir.rnci es: None noted Arlrli l: iona i Pagn AL l.aclrnd Il;D :-,)Ei\D;f{1' TI:STI NC E or N s P Ecli? ) -.r*'1"r, l": ES r N o coNl-t i l, (:()Lon^t.)o 00433 (301) 674 ' /s60 Page 1 oF ORSERVATION REPORT Clicnt:_KSeEhlejn Consultinq Enqineers iTIS Job No.:uSzlvo Date:10- 10- 96 Project:Golden Peak Base F -^.r'r.:+.. Vail, coloradooLrrrLJ Locotl0n: --___I nspec l.or:Georqe Schwandt This reporI packaqe conl:,rins inforrnation concerninq specific tcsLs and inspections of si;ructulal steel welding, structural boltinq, structural spra.yed I'ireprool'ing and/or nondesl"ructuve tesl.jnct . 0nl.y Lhe forms approllrial:e Lo the types of inspections crnd tesLs conciucl.cd have been preparcd ancl are encloscd. The specific crjteria uLil jzed in ,'irrdging the deqree 0l'conl'ornr.rnce for each 0re.t ol'inspccLion is con.l,,rined on 0,rch inriividu.rl jntpect'i on form. Alr,o included in this Di.',crepancies". 0.n. l"or e,rch page i ssrrcd, Specific UStr!€ of t.he II there are an.y questions feel free to contact iTIS inspection packacle may he ITIS' "Lls'l ol" 0utsl"anr.linqLisl-. The 0.D. List wi lI be 6ep5gr;rrtivei.y nuiri:erecl i1 5 r.rill he l.he del"icient iLr:ms conLl'i neci in ihe lisL. 0. D. Li st i s con{:ai ned i n cach sr:c li oii. reqarding Lhe contenL ol' this reporL, piedse at your convenience. llavicl L. SLurgeon,.Presidcnt, t tOrprnDENT i'rsriircf II\ISPECTIONi SERMCES INC. r t0B4 vn s[ [ N COl.,lll CONit: t:R, C()l.OtlAl)O BOa33 (303) 6/4-75G0 FIILD INSPICTION REPORT FOR}4 INiTIAL VJSU/\L INSPECTION OF l,lELDING Georqe Schwandt Pacle of Inspector: 'Iv1le ol Component. Conta'i ninq l.he weltl .' r-.nlrecl ', cold formecl . nreLal Appl icahle Code or SLairri,trcl : iTIS Job l{0. 052196 lJ,rte: i0- 10-96 Field l'1ade Wclds: X Shop t{ade Wel ds: T.ype ol'l,ieids in:',pecLecl : FjlleLs X Groove 0l.hc r Inspectecl l,le ld--Fc: col unrnlJre.rrrr, ifir:rlcr, nontenI studs , c l.c. ) : As recor^ded bel ow A,,,lS Di.i-96 and Pro.ject Standards ARE/\S ()i: II''ISPECTiON or El ev,rti or:Elevation 228'07"Shear tahs to concrete embed platesLevc I Grid I /atron zl8'0/" shear tabs t0 concrete emDed plares i n e I oc,r t.i on ( s )lnc-onrlr.r ill n q il-e a r^ea ( line from F.5 to G lines i )-- oT-in spcc t-l-on or -fes'tri: 6. 4 Proviclc,r critiqr/c oI pria1.e, issiqncrl "F" rc fqrcncccl 0.1. Li s L. no l.eri concli tions prefixed 0.D..i t.cm None noted o r ft;rrconTo nir,r n cc .ll so jni-l nuntller and 0.D. pac;c ntinbcr. utle the cl i)pro- A L Lach the l-evcl or []ev,ri.inn' .__E_'l_e_u.otjOUZ3B_08____Anglg_jjron X-_bracing_._..__Grid line locaLion(s) cnCo'irpassinq ilic ifea(s)br inspecl"ion or l-csIs: -----b-e_tllteexl_and_B_I_i.ne _-Elo--G-5- fiov tii a-iif inlrc nTno-intt cor<l i-r. ions o i nonccrn f or-nancc . nl s-o inc , Lrite it,c- al4l o_ pri,rl"e., trssiqned "F" pref ixetl 0.D. i i.ern nrrntber and 0.D. par;e numhcr'. /t'"iach 1.he rel'crenced 0. D. l_ i s t.. None noted Leve l Gnid I or [levai.ion: Elevation 238'08" Uq!_SUqf!:ine location(s) c.'iibmrr.rCiinq-ilie,rrc,rTs]-o-f-lnipeifiiirroi [csts:DtoH and 6.4 - 10 lines lroviiG a irTi;ictiie ;TToG-d conof t i on -s of noncon l'onTlclrrcc. Also incl udc lhe apilro- priot,e, assigned "F" prefixcd 0.0. i [em number .rnd 0. D. p.rge number. Al.L,rch the rcferenced 0.D. Lisl..None noted Renraining condii.ions not. I isl.cd .rs 0.0. i Lerrrs rverc f orrnd conforrninq l:0 t,hc s'iatcd criteria. rt.orNDENT rrsnnC IT\iSPECTION SERMCES II{C. t2oB4 Vn S'l: l: Nl coLinr coN I l'L n, col.onADO [10433 (30:r) 6 74-7li60 Page of7 FiELD INSPECTIc)N REPORT FORM iNiTIAL VISUAL INSPECTI(]N OF l^][LDING Inspector: George Schwandt ITIS Job No. 052296 Date: 10-10-96 Field i.ladc Welcls: X Shop ll,rdc l^iel ds : Typc o l' l{el d:, Inspe6 1..s61 ; ;i1-6tt lf--Groove 0[.hcr T.ypn ol'Cornponent Containinq thc Inlicc.tcd i{cld-fi-el coirrmn, neam,Jirle.i, nrorncnt r"reld, ernbecl , cold forrned, nrelal str/ds, el.c.): _ As re-Eo_Lded_bc_i-aw___-. -Applic.rirle Corle or Sl.and.irdr_nu-1_nfJ=95_anq_trojec_t_slandard_s_----_ ARTAS OF INSPECT;C)N Level or El ev.r l: ion : _ _EIe_ta,Upl-?gg_0_8',_ Be_r:E_ll_q_!e td!i!-S -__Grid I jne loc.ttion(s)eniornrrrssinrr ttrc are aGl-ot--iniDecLi0rr-0-r Lctta ___q!_9__ line from E to H and on H line from 6.4 - 9lines [Fovi?c a crii.iqrrelf n-oi;cd con?tifioni-oi-n,jnc-o-ntor-r,rnc-c. niso inEi]rclc-tnc ('l il p r0- l:lrepri,rtel 11 -"signeri "F" prefixcrl 0.D. il;em nrrnrber,rnd 0.D. p.rrlc nunrbcr, Al.ttrch Fc feronr.'a1 0.D. LisL. None noted Level or ilevation:El evati on 238'08" Support angl s f qr !l.o_t1_-S.Vard!_ ! n c ompe s sl n q-Th-fi ie aTsTo - n s p #tTo n- o r Tc-s ff f--E to -FGrid l 'i ne I ocation ( sllrrcompa ssl ng-Th=e-J ieti-sToT-;spectfon-or tc-sff: E to H and 6.4 - 10 lines Provi de rt c ri t i que o l'priate, assjqned "F" referenced 0.D. i_isl. notccl concl iliions o nonconl0rnlnnce. pre Ii xecl 0. D. i Lern nunrber and 0. D. pacJe Itione noted so lnc ude tlte n rrmbe r .AlLach ('lpprO- 1; hc Level Grid I or []eval.ion: j nc I oc.r L ion ( sJandi-4.6 I El evati on 238'08" _Jecki ng_p_!!-qlg_qel!!_ angls_i5le I ap__lqlqws e fiiompa s rin s -tIE a ri-.iG) 0 fniiFe al-]ion--o-r u c s iF- E t; i-- .I NES P rov e a critique o n o tecl condi Lions opriate, assigncd "F" relerenced 0. D. Li st. noncon [o rrna n ce ,so l nc prefixcd 0.11 . il.ern nrrmber and 0.D. pagc n umDe r. None noted ude the A i:tach appro- the Remaining condi i.ions not listed as 0.D. il.onrs were found conforminq to l.he st.al.ed cr il:eri ,t. I liDliPEI\D I:liT TISTIr\ic tI rni s n*l:::il:::,Y,:uu''.f C()1./ll l: ll Cl)l OTIAL)O U04Ji (:!(.):)) () / l 7|i60 Pa qe --4--. -o S 7 STRUCTURAL RoLT[D coNNEcl0NS ITI5 Jolt No' -os2rc ARtAs 0F I Nsptcr IoNS u'l r;c: l0- i 0- cl6 Level or Elevation:Elevation 228'07' Steel to steel 0rid I ine location(s) encomp(,rssing the area(s) of inspecLions or test.s: E to H and 4.6 - 9lines l-ist those connection(s) vrhich were found in nonconfonnance with a criliclue ol' the nonconformanc0. Please qive assigned 0.D. i t.em nunrber and p,rc1e nrrnrbcr. At F and--6^4--Iiner.- bolts-.are".no,t, tensi-oned.--This-has been..en-tered on the attached 0.D. List as item F-17. Level or Elevation: __-E-l_e.rq!1.q1,._??9102,] -S.teel .t-o-s-teel.Grid line Ioc.rtion(s) cncompassing Lhe ,trea(s) ol' inspections or tests: 0n 6.4 line at 11'north of F line List l"hose connection(s) which r.re re found in noncon [orni]ncp wi l-h a crii:iqrrc ofthc nonconl'0rtn,tnce. Please qive assiqned 0.D. itenr ntrmlrer and p,rqe nrrmber. po l_t :_ g ry__U o t !q_n: i_o ned - -Tltfs - lfa s_. beq 4 _ q p te qed on _! 4e q t! a c herj_ 0.-D_-_ List as item F-18. Leve l or El evatr'on: E'l etyatj!n-?-3-8-'0-Bll---S-t-eel-Jl_.sleel Grid I ine local-ion(s) encomp.tssing the are.r(s) of inspecti0ns or tests: E to_H and 6 - l0 lines List t.hose conncction(s) which were l'ouncJ in noncon l'orrrrance wi Lh a cril.ique of the nonconf0rni.tnce. Pic,rsc qivc a:siqned 0.0. itenr nrrnrller.rnd p,rqe nunrher. -_--Cx--F5J jle-f-ron I - _10_--l j,n-es,. bo-l-t,s-.a.Lc-_no-L--tens joned. aLsj;x-locdt-ioxs. _-.iU:_b-q s_beq_Leni_e_rcd_o_n-_t[e__o-t-!ac[eq _0,D_,_ _Li,st-_a_s _r]tcn _F::j9 The remaining connecl.jons inspecl;ed, as (lescribcd in the a[oreincnl;ioned lorrnat, werc found t.o be in conl'ornrance to Lhe sl.crted criLeri.r. Acldi Lion.r'l Insrrecti on Inl'orm,rl.ion: INDEPENDENT TESTINC e'O INSPECTION SERVICES INC. I 2OB4 VAST: E N COI../RT co N Ir: r_ F. cor.oHADo 80d33 {303) 674./500 Page 5 of 7 LIST OF OUTSTANDING DISCREPANCIES Location: Golden Peak Base Facility Jobf,: 052196 Date: 10-10-96 Inspector: Geroje Schwandt Page:of 0n-goinq orted I ten ll Date 10- 10- 96 Elevation 228'07u E and 6.4 lines - bolt are not tens'ioned 10- l0- 96 Elevation 228'07', on 6.4 line 11'north of F line - bolts are not tensioned i0- 10- 96 Elevation 238'08" on F.5 line from 9 - 10 lines - bolt< are not tensioned at s I ocations STRUCTUFAL. MECHANICAL AND MATERIALS TESTING IUDPECTION SERMCES UftfcNDEI]ENDENT TESTII\i 12084 VASEEN COUI]T coNr FER, COLORADO 80433 (303) 674-7560 Page 6 -of 7 RIi NSPECTIONS Typc of Reinspection:. Visual X Torque Testing NDT T*.-^ala-.trJl./u\.r.vr.Georoe Schwandt ITiS Job No.:052196 Date:i0- 10- 96 -i\t-G_._8.[-V_]_E-{ AS- I]U I LT rl0DIriID 10- i0- 9 l0- 10- 9 Lisi thosc iLems reinspecbed. Refer to the 0.D. item, 0.D. page nunber and-original tlaie for reporting of the 0.D. itcm. Also indjcate if reinspected, -i tctli conforii's to originai projeit standards, modified standards or acaeirted jn the as-bu1 lt' condjtion. Conditions founcJ jni tially in nonconformance to original project standards but subscqucntly rev'i ewcd ancJ accepted by the rcsponsible authOri ty sha'l I h'lve. lrlf.r ic.opiince"in-*ritien-ior* on,l writien confirmati0n sh.rll be abliached to this COI,1MENTS coriF0Rt'l1NG TO STANDARDS 0iriGiriA RE POi]T DATE -1tr t l{}-(}7- 10- 02- 96 10- i0- 9F-i6 110-02-96 JnmiiriiNDI;NT rusrlNcf INSFI'CTTON SIERVICES I I{C "12084 Vnsecrr C{,. Con l f er, CoJ orndo 1304 33 (303 ) 67 4-7sG0 Page 7 of 7 IrrEi,D ApplnID srRUcT'unAt, sr--- Job no- 052196 FrRlipRooIrrNG rNspricrt'o*r'"'"'' Date: 10-10-96 'I'he f oJ,J.orving Iisted -l.evel.s and &reas, as clescri.becl herein, were i.rrspecl-ednncl L.esbed in nccoldnnce r{,i l;h U.R.C. 43-8. Type of Iiireproo llinrl l{nLeri n.l Insne<:l.ecl: Monokote MK6-CBF Irevel oI Inspecl.i.on: Elevation 228'07" Ar:ea InsrrccLed: 8.5 to E and I - 4.6 lines Componenl- Testecl U.I,. Desi.gn,/Rnt ing llcqrr i. recl Tlrj.c)rness I Floor beams N-708 I Hr.7 /16" t Floor deckinq D-739 I Hr.3/9" Lisl- any def j.ciencies nol,ed whiclr do nol; conform t;o UIJC 43-B requirements an,jnssi.gn an O,D, i. l-em number rvi l;h corresponclin4 O.D. page nrrnber. Al:1_ o.l,herI isl,ecl arc^s o.ll jnspccl, jon wcre forrncl l;o be jn con fornrnnce l;o UnC 43-nreqrr,i.rcmcnl,s ntrd Itro.iect; sl.antl a.rd:;, as npp.1. j cal:'l.e. -Ih e--top-o-f-t-he--bot-ton-be-am--f_l-a nge_s. _we l:e_-f eun d-tq - be de-Lj-c-i -e n t_.in_ -----Lj-rep-l:09-fjn-g_co_v-erage-._*A-_j-o_ll-o-w_-_up- jlspe-c_t_j_on_has_ b_een_s_c,e-dule.d_f_o_r-_lQ_1_6:_9_6_,___ I'i5l npq6s lry t1 r i.c.l l. j.tre nnrl .l evei. vrlrere clens j. 1;y sn.mP.l es for .lab l;esl. j.nq wcrerernoved, Resrr,l, l,s of clr:y clens i. l,y l,est j.ng rcporl;ecl r:epnral,el.y rrpon comp.lcL j.on, Levc J.Gri.d Li.ne Oonrlronen [;IJ.L. Dcsign ffiG& OI N S PECTS},:5':Y,.:ES I NI coNlrHt (.lol-orlAl)o 00433 (301) 6 74-7560 P.-rge 1 of i0 OBSERVATION REPORT Client: Project Koechlein Consulting Enqineers ITIS Job No.:0 52196 Date:B- 20- 96 Gol den Peak Base Faci I ity r/-.i 1 "rl oradoLocaLlon: v('rr' Inspec bor:George Schwandt This report package contains information concerning specific tests and inspections of structural steel r+eldinci, structural bolting, structural sprayed fireproofing and/or nondestructuve testinq. 0nl.y l"he forms .rpproprial.e to the types of inspections and tests condttcl"ed have been DrcDa red and are enclosed. The specific criteria rrtilizerl in judging tire deqrcc of conform.rnce for each arc.r ol' insDect.ion is conL.l ined on cach individrral inspecLion I'orrn. Al so incl udecl D i s c re p,r n c i c s "for e.rch pagc Speci fi c usage jn this inspecl.ion packaqe may be ITiS' "l-is1; ol'Ot.ttstandinct , 0.0. Lis1.. The 0.11 . l-isL r,rr I t be consecl,l:iveiy nltmbered isstred, r'rs wjll be t;he dcficienl. il.enrs coni.ained in the list. oF Lhe 0.D. Lisl" is contained in eaclr secLion. If tlrere 0rB t1n) qucsti0ns reQrrrding the c0ntent 0f' this report, please feel free to contact ITIS at vour convenience.n David L. Strrrcte l're s i clen t 4; DrppxDEl\r rEsriNqlP INSPECTION SERVICES INC. l2OB.1 VASr:IN counl CON lrl: R, COLOnAOO 80433 (3Cr3) 674-75G0 Pa ge FIELD INSPECTION REPORT FORM INITiAL VISUAL INSPICTiON OF WELDING Inspector:Georqe Schwandt ITIS Job No. 052196 Da Le: B-20-96 l.lade l,lel ds :Shop l'lade l,Jel ds: 0l.her d--(lEl col umn, beanr, !i rdcr, notnen I As recorded below cable Code or Sl"and,rrd:A|^]S D1.1-94 and Prond Pro.iect Standards AREAS OF INSPECTiON Level or ilevation: Level 179'Precast (PC ) wal 1 panel s to ro{9. :t!g!-p.l :le! 10of Field Type Type weld, Appl i ol'l{elcls InspccLed: Fillcts X Groove of Component ConLaininq t-he tnspcctcct Wct enFred,, cold formed, metal sttids, ctc. ): Gri d I inr: Iocation(s)-enconrlrassinSompaaiinq--$ilFe.TGl-ot i nspcctlin or tests: Provide .r cri LioLre of noted corrdiLions o nOnc 0n f O rrira nCc -'r O I nC priate, .'rr.signcd "F" prefixed 0.D. i l-cm ntrnthcr and 0.D.pa qe n[rr;t:rer. re ferenced 0. 0. L i s t.None noted 0nB line from 13 - 15 lines and on 13.5 I ine from E'4 to D lines trde the Attach fri)I)r0- the Level . or Grid line Elevat jon: Level 179' PC wall .pqnels -to_ PC w-alI panels ^ =location(slffiea(s) of inspcction or t'csts: 0n B lines from i1 - 15 lines, on 11 line at 8.9 lin, on 1l.B ljne from 9 I ines, and on 13.- 8.9 lrnes, and 0n 1J.5 ltne Trom u_t0 Pi6tl?e ,r l--ilque o nOr tffice. nlso include Lhe appro- PriaLe; 11 ssiqned "F" prcfixcd 0.D. il.em nunber and re fcrcnccd 0. D, Li s t. None noted 0. D. paqe nrrmbct". A tt,rch 1:he Level l9l'PC T beams to PC col umnsLevel Grid I r estl or Eleval.ion: ine location( and l5 li thc area(s) of i nspecti on or tes Is:0n 14encOntpassrnq from B to D l ines rov priate, ossigned "F" rel'erenccd 0. D. Li st. e a critiquc of noted conditions of n o n c o n I' o rnt a n c e . Al so incl prefixed 0.11. item number and 0.0. page n umbe r. ude the Att.r c h appro- the None noted Remaining condii.ions not lis{.eci as 0.0. itens vrere found conformin9 to l"he st.,rted cri tcria . loEprnDENT rr,srix$ INSPECTION SERVICES INC. 1 2OIIN VASI: I N] CQLINT coNIt:t: n, crot onAllO 80433 ,a631 67a- tir60 Pa c1e FiII-D INSPECTI(]N REPORT FORM INITIAL VISUAL iNSPECTION OF l,lLLDiNG Inspector:Georqe Schwandt ITIS Job No. _!1219-6- Date : B-? Field llade hrclds:Shop lladc |^lel ds: Anolicahle Code or Sl.andard:Al4S Dl.1-e4 end-!_Lqi_sq!_$_U!_Srds _-==- ARIAS OF JNSPICTI()N l0ol' Type of l{elds Inspectril. l'illEtT-l- Groove 01.hcr Tvpe of Component Co.i.ininq Lf'e-lir-specteri l,lcld-fie: colur,rnl bcanr, irl-l:Anr' rrlorrlelll weld, embed, colcl formed, ntet.-tl st.ttds.' eLc. ): As recorded belovr Leve l or Grid l inc Eleval.ion: Level 17i'PC double tees to PC T beams I ocation(s ) enconrp,rssinq aT.aTsl oi-inspcc.t.rcn-or trsts: 0n 12 h'ne from B 1.0 B.B, and on i3,and 15 lines from B to D lines the 14, rovirlc a cri t.iqr/{:r ol:noicd aondi Lions of nonconf0rntirnce - A priat.e, r-rSSiqned "F" rc f o rerrccrl 0. D. t. i s l. . prefixed 0.i1 . it.cnt ntrtnlter,rnd 0.fl . pac;e so includc '"lte r'li)Pro- nurrrhcr. At. lach lhe None notcd Level . or Grid line E'l evati on: I ocation( I i ne from Level 191' Stegl hql{nqberlo e_Qlrerete.-grnhed--pl-ttes- s)-e-nconrpassing the a-rcats) of inspection or icsls: --0n-ll---8.8 - t.4 lines pr-o^rlOG*a criTlquc of nolr-cl concr it-ions o-ilonr.-on rarnldmre. I'l-so i-n?l t,cle tiiffipro- priaLe, assiqned "F" prefixerl 0.D. il.enr nrrrnhqr,rnd 0.D. page nttntl'er. Attach the refercnccd 0.D. L'i s1.. Fourst.cel haunches have been_r'ejec,te_d_ for u!_ders!:-ed fillet. wcldsantt have L.'een nrai[ea-foalacnt]tic;1 ro;. Tl'is'ras bccn enl.erecl on 1.he attached 0.D. List as item F-5. Level or ileval,ion: Level 191' PC double tees to PC wall_p-qlql_q!]!-!q-f--p-i-!-5- Grid line loc,rLion(sl e[corrrr^r:..,r--ng lhc;Fetfil-ollnsaTLron dl: {csts: --qn-U-I ine from _q_.q___E _!r__on L!__.8 I ine from_p_lo_Q_.L,__A1d_-on-Bj ine f roln 11.8 - l5 lines rovide a cni tiqrre of noted conditions of nonconformance.so jnclrrde 1.he rlPpro- refcrenccd 0.0. List.None noted priate., assigned "F" prel'ixcd 0.D. i Lcm nLrntller and 0.D. page numlrer. Al"tach the Remaining conditions nol. lisl.erl as 0.0. cri tcri a. i terrrs tvcre found cOrlf {)rriinq Lo l.lrq :, 1.4l.ed lbEprNDEtrr rrsrln$ II\SPECTION SERVICES INC. of l{elds Inspecl.c<l : Fillets lniiectcC l^/clcl--[ic: colttntn' Ire,rnt , girder, fiontent s buds , el.c. ) :As recorded below Al,lS Di. 1-94 an?-Pro.iectTTandaras AREAS OF INSPECTION Level or Elevation: Level 191' PC double tees to concrete embed Grid I ine location(s) errconptiilng tlre ar-coF of rnspccTion or iests line from 8.8 to E.4 lines r2084 VAStIN CO['RT coN lrt: n. ao,-onnpq 00a33 (303) 67,1 -75G0 Page 4 of 10 FIELD INSPICT]ON R[PORT F()RM INITIAL VISUAL INSPICTION OF l,JELDING Georqe Schwandt ITIS Job No. 052196 Date: B-20-96 Shop llade l,/el ds: X Groove 0l,her Inspector: Field T.yp e Type vrel d ., Appl i llade Wel ds: of Compone nl. Conl;ai ni nrl l-he embed, col d fornrecl , nretal cabl e Codc or 5t.trndard: pinslates and hair: 0n 11 rovide a cri bioue of noled conditions non con Io rma nce .50 I nc n trnrbc r . ude the A Ltach a pp ro- thepri ate, assiqned "F" rt-'ferenc.ecl 0. D. Li st. prel'ixed 0.D. il.cm ntrmber and 0.D. paqe None noted Levcl .or Elevation: Level 191 PC double tees to PC double tegs -Grid line location(s)-encomp=as5lng tfieJFea-(-sl oF-TnspecTion-oi tests: B to E.4 and 11 - 15 lines Provi dc a cri L ique of pri.r Le, rrr s si qncd " F" re [crcnccd 0. D. Li s 1. noled cond r l ions o noncon f or-nrancc. Al prefixccl 0.D. iten nttnrber and 0.D. Daqc None noted so i ncl numhcr. irde the All.ach d pp ro- the Levcl or Eleval.ion: Level 191' Tube steel PC setslo-_PC_c,Q_l_UUtiS_==- Gri<t line location(sJ-cnibrnp;Tsjnq-th-e trca"(-ilna-lnipcCtion-oT [ests: 0n D -line at 13.5, 14. and 15 lin rovi de a critique of noted conditions of noncon l'ormance.I so i nc prel'ixed 0.D. itcm number and 0.D. page number. None noted ude the Att,r c h appro- thepri.rte, assigncd "F" refcrenccd 0.D. List. Remaining condiiions not listccJ as 0.0. itenrd werc found conl'orminq to the stated cri teri a. tbuouNDENr rgsrlnG INSPECTION SERVICES INC. 12084 VASEEN COLIRT CONIFER, COLONAOO 80433 (303) 6i4-7560 Pa ge FIELD INSPECTION REPORT FORM INITIAL VISUAI. INSPECTION OF l,J[LDING Inspector:Georae Schwandt ITIS Job No 052196 Date: 8-20-96 llacle Wel rJs : X Shop l'1ade |,le lds : of l{elds InspffiGroove 0t'her _--ofComponentConl-(]lninq'i'i."rnsriccteaweio-trelcolumn@ embed, col d f ornrecl , metal sttld.s., etc. ) : A:iggSfdeO- iC-l-qU cahle Code or Stand,rrd: AWS D1.1-94 and Pro,iect Standard AREAS OF ]NSPECT]ON l-evel or Elevation: Level 191' PC wall panels to PC wall pane'l s Gri d I .i ne I ocati on ( s )-encomla s:1ffi--tne=-a'iiiffif-T*po. m. -i-t.stsf@!_!l- from 11.8 to l5 lines, on 11.8:1 ine from B to 8.8 lines, and on 13'5 line rovide a cri l-i qtre of notcd condi l.ions of n0nconl0rmance'so incl ude the (lPPi'o- prial.e, assiqne,l "F" prefi xecl 0.l.) ' itenr nunlber 'rnrj 0'll' paqe numlrer' Attach the refr:rencecl 0.0. t ist.None noted Field Type Type wel d, Appl i Level . or Grid line El evati on : Lefe_l_?Q_9____ PC T bea.m1 to= PC col urnns - locat..i on(sJ@a(s) ol'inspection or tests: 0n 12. 13. 14. and 15 lines at 8.8, D, and #'4 lines Provi de a pri a te , a s rcferenced cr sl 0 ti qrrc o noted condilicns ol' nonconformance.s0 I nc ude the nrrml-rcr.Al.tach a ppro- theqned "F" . D. l-i s1.None noted prefixecl 0.D. i1:em nunrbcr and 0.D. p,lge Level or E l eval.ion : Level 206' __l[-_d-qU!]-e-!C-e$o--Pl-T--bqqg5 .--^--,:-.-- Gricl line location(sl--enconrfrasslnq ttre arcaGJ of inspection or lcsts: 0n 1,?-- 12. and 14 I ines f rom B - E.4 l'i nes rovi de a crrtrque o pri.rte, assigned "F" referenced 0. D. Li st. cond tr ons o n0nconl0rmancenote prefi xed 0. .At pd ge 50 I nc number. uclc t.he A l-tach a ppro- theD. i tem nuntber and 0. D. None noted Renraininq condi'ci ons not cri leri a. listed as 0.D. il.enri were found conforminq to lhe stated SEpEiTDENT rEsrtnG INSPEC NON SERMCES INC. 1208.1 VASEEN COUNT coNlFl: r1, COLORADO 80433 (303) 67a-7560 Pa qe FIELD INSPTCTION R[PORT FORI4 INITIAL V1sUAI. INSPECTi(]N OF WELD]NG i nspector :Georqe Schwandt ITIS Job No. 052i96 Date: B-20-96 Field llade l,lelds:Shop l'1ade l,lelds: Type of tiel ds I nspec.tcd : Fi I I ets X Groove 01. he r Type of Component Conbaininq the rvel d, enrbed , col d f ornred, me l.al Insrrccl.ed t,lcld-ficl coltrmn, bearn, qi rdcr, moment studs, etc.):As recorded bel ow Aoolicahle Code or Stand,rrd:Al^lS D1.1-94 and Project Standards line from 11.8 - 15 lines i0of AREAS OF ]NSPECT]()N Level or Elevation: Level 206' PC double tees to PC wall p-anels Grid line location(s) c'rcompassi6q tne aicafsl oi-in-sn,ecLror' or tcsLs: Cn D Iro s of nonconform,rnce. Al so l nc priaLe,.tssigned "F" prefixed 0.D. i1.enr nunrher and 0.0. p.rqe n unibe r . refcrcnced 0. D. Li s1..llon e n o t,ed ude 1.he Ati.ach r1l)pr0- lne Levei.or Elevation: Level 206' PC double tees to concrete elmbed plates and ha-ir pins Grid line location(sffiea@eits: 0n tt 'I ine from B - E.4 lines Provide a critioue oI noted conditions ol' noncon l'crmancc.so incl ude the aPPro- priate, assigned "F" prcl-ixcci 0.11 . itcm nrrrrrbcr and 0.0. paqc nunrbcr. /ttl.,rch the referenccd 0.D. List.The two connections 0n the north s'i de of B line ; cr,m;letr dirirrl iniiol_-t *men t ilTF the cmueo pl atcs. -Tiir s. have not been ltf.te-e'1bi!-rE91---!fI- nas oeen enTereO on fne aTtaChed 0.D. List as itenr F-6. Leve l or Grid line Elcval.ion: Level 206'PC double tees to PC double tees location(s) encompassin! the aren(s) 0t lnspecIton 0r and 11 - 13 lines, and tl to O Iines from 13 - 15 lineslocation(sJ enconrpass*s the JFeaTilor InsEEtioLr or tesLs .a to E.4 rovi de a cri t ique of notaa-O;afifon;-m nonconformance. Al so i ncl tt preFixed 0.0. item nunrber and 0.0. page nunrber' None noted e the Abtach appr0- theprial.e, r']ssigned "F" refcrenccd 0.D. List. RCmaining concl ii.ions nol. Iisted as 0.U. it.cmd werc lound conforminq 1.o t.he st,r1.ed cri leri a. liluri'LilI/{1i) l ltbi il\u t' esPECllgT-t5Tys'u' coNt t:{_ n. coLOnADO 80413 (303) G74 /560 ^CC. OY ING .-Bi;v-L[]'{ Cc)NIORMi I'iG.,0 /rS-BtllLT ri(ltlt F i r.D *.il-ut-{14.l] q!- I -qnB- 20- 96 8- 20- 96 B- 20- 96 -vo _F_ Pa ge 7 -of l0 RI IN5 PICTI ONS Typc of Rci nspection: Vi sual Torque Tes ti ng NDT Inspector:Georqe Schwandt ITIS Job llo': 052196 D'rte: 8-20-96 List those .i tems rein:,pccterl . Rcfer to the 0.D. item, 0.0. p.rge nunbcr and-origin,ri clate for rcportinq of tne O.D. item. Also indicate'if reinspected item conforms to opiginal'pro3eit standords., mo(li I'icd stanclarcJs oi^ ,lctepted in the ,rs-built concl jtion. ConcJ.i Lions founcl ini Lia'l 1y in nonconfornronce l,o original project standar' buL srrbseqtrcnLly revietvcd and accepl:eil b.y the reiponsible aul-hori l;y sha) i htlvc such ,'lccepbance in "riti.n fornr anrl wri Licn coni'irmation shall be .rtl.rchcd to this report. 0.D. I rr:r'l -;-' 0r?tciNA RIIORT DATE 08- 0B- 96 F-2 08- 0B- 96 lNDtPl:NDEIIT TESTI NC D tsPEC't-rON SEI1VICES lric. l20ll.1 V S[{:N COUnT coN r,I n. ccrLon^Oo 004:J3 i30l) 074 7560 Pagc B 01" l0 R[ PORT Ot: NOND[STRUCTIVI T[5TING in:pcctor: George Schwandt ITIS Job No.: 052'l q6 D.rte: 8-20-96 Typc ol'Connecl-jon Tesl.ecj : Lan and tee.ioints T1,pco|.''iicldTcsted:F.il]ctXGroovc-0Lhcr- Typcof TestPcrforrncd: U.T.-14.P.T. X D.P,T.-0lhcr Applicablc Code or Standard: ASTM E-709 Tcst Pcr[or-rrrcd jn: Shop-Fie]d X Frcqucncy of Testjng: 10 fl Provjde a gcncral summation of the cornponcnts and welds attoched N.D.T. Certi l'ication report(s). Also provide forrninl conci itjon(s) an,l spccify thc 0.D. itcm rrunlrcr,ficld tcst'; nr'; or dn "5".for shop les,r-ing, a:signcd to Also, includc thr,rppropriale 0.D. poge number(s) vith tesLed and ItsIcd on tltc a cri liquc oI cach noncon- prc[ixer.J t,rj th an "F" for c.rch nonconforninq condi lion. circh listcd 0.D. it,cnr. The attached "Report of l4agnetic Partjcle Testing of Welds" form In summati on no deficiencies were noted and no tst Ixc]rrdjnq nny jtcrris of n0nc0nf0rnr,rncc, those rcm0ining componcnt vreld(s) tisLcd on thc att.rchcd N.D.T. Ccrtific.rLion forms have bccn found in conform.tncc r.rith thc stoted vrei rl qua1il-y critcrja. Visual Insltcctions for acccptancc ol' tcstcd vrclds at-c covcrccj jn llrc "Visu,rl InspecLiorr" sccLion oi t'r'i s'"',0r-l pack,rge. lists t),ose components which received weld quality verification. cond i ti on s remain. Arldi Lion,tl irrfor-nration Shrel Attachcd INDEPENDENT TESTING T' INSPECTION SERVICES INC. I2OB,{ VASEEN COUBT col.JlFE R. coL0RAOo 80433 (303) 674'7s60 RIlI'lAitKS ----...-l LD;/. Page 9 of 10 REPORT OF HAGNETIC PAXTICLE TNSTTNG MANU FACTURERPRoJECT_-_.-4--_.-r r nr!'r' 'v w cl,rnN'f ' s JoB No ' --'4/1-r-rr--'LLI rJIt CUSTOMIIR' Iq I ' D. NO. -JU/t-CI,II]NT'S CUSTOMI]R -_ LIST OP PNi{TS OIl COHTONENTS TESTEN nnl)AIl1S ADDrrroNAl, CUSTol'llln il:TomriirltlN ---- '/-''az/Q'-' --.:-;;^=-.>7-r1'rs JoB No. o*'2lg?.-----.--'-- DAtf;-* +*'-:::E ap''ZZ;--- ,r, ri s r r N G c or.r o u c r riFT-.r-Tec o R D ni{ c E- wTT t t -1L,52'4-.42-?3- e u ^ r, r r y R E e u r R DM n y r 2 J/,at: 5.=_fu:,2- /fr#},,"ffi " -, n sr r.o _.efr IT"REQUENCY oF TESTINc -AJ-q- MncNrirrzArToN cuRRDtlr usED: nr, 1 P!.|':ED ttc t'-'- 't'YPIi oF- IlQUl PIrllNT USut> (LV"!.,{t/z- --)Jt7-JA-P'a'.-- TYPIl Oli TIiST: lVnT r.{n},DERs R!!!lj,rq I . D , IIO. ACC. RDJ .Acc. Rli,lQ1'Y. r'lK . NO. '--i1 I , TItIl UNDERSIGNI]D, CIiRTIFY TIIAT CORREC? AND TIINT TIID TESTING I^IAS AFORDM NNT I ON IJD ITEQU l RNMTJN'IS . a_, a ---i TIIE STATEMI]NTS IN TIIIS II'ECOIID ARI' CONDUCTED IN ACCORDANCE t^ltTI{ T}JE I.EVIII, OF QUALJI'ICATION lriu D^rD -L:8A-26 -.-ll/t DAT L] -f r' -U--- INDEPENDENT TESTING I INSPECTION SERVICES INC. 1 208,1 VASE {: N COl.lfiTcoNrl' t. coLof iADo B0433 {lQl) ri7d.7560 Page 10 of l0 LIST OF OUTSTANDING DISCREPANCIES Location: Golden Peak Base Faci'l itv Jobfl :_952199_Date : _ 8-20-96 Inspector: Georqe Schwandt Page: Z of 0n-qojno llate I ten ll Datc B- 20- 96 f the embed olat s tnucTun^l.. t\1Fcl{ANlcAL AND MATEntA[.S I tSrrNG lNDi:PENDii'lT Ti:STII{G t' f DI s P r:cll? I,:J:ttY,,'^: Es I lr L coNlFt_ I I. col.0n^t)o 004J3 (301) 074.7560 Cl jent: Koechlein Consultinq Enqineers ITIS Job No.: 052196 Projcct:Golden Peak Base Facility Loca ti on :Vail, Colorado i nspcc tor:Georqe Schwandt This report package contains information concerninq specific lesl,s,rnd inspections of sLruclrrral steel wcldinq, sl"ructural boltinq, s1;rttctur,tl sprayed fireprool'inq and/or nondcstructuve t.estinq. 0nl.y l,he fonns appropriate to the Lypes ol'inspections.rnd Lesl"s conrlucl"ed have been prepared .tnd are encl osecl . The specific cri[eria uIilized in judaing the deqrce of con[ormance for each area ol'insnect,ion is contained on each indivjclrral inspecLion fonn. Also included in this'i nspection Discrepancics". 0.D. l-is1:. Thr-. f or e.rch pnqe i ssrrccl , as wi I I bc Speci I'ic usage ol' the 0. D. Li st P.rge 1 ot 6 OBSERVATION REPORT i0-16-96 & Date: 10- 17-96 packar;e na.y be ITIS' "Lisl of OutstanrJing 0.D. List will be consecui:iveI.y ntlnrlrered l.he deficienL it.r:ms conl.aincti in the lisL. i s con ta i ned i n each sec Li on. If there df€ crh./ questions reqarcling the c0nl-ent of this rcport, piease foel free to contact iTiS (lt y0lir convenience. A^',2-aCZr^ David L. StLrrgeon PreridanL, *l rpi- IJDE r{T msri ii e' INSPECTiON SERMCES iNC. l:{tB4 VAIit,Tt\t C() L l I coNrf t: R, C()l.OIlAl)O 80433 (3 03) 674 /56o P,t r.Je of FIELD iNSPICTI(]N RIP()RT FORI4 IIIiTIAL ViSIIAI- INSPECTiON OF I,IELD]NG ITIS Job flo. 052196 10-16-96 & D,r l"e: 10- 17-96 Fie'ld llade Wclds:Shop llade l,/el rls: Type o1' Welds Inspccte?:-Til feti X G roovo 0l.hcr Typc of Conrponent Conl.ainjnq l"he tnipectecl tlelrl-(le: column'I6caii-ci-rtto1 n ;";t' weld, ernbed, cold fornrerl .' nrcLal strr(is, el.c. ): fleaded anchor studs (HAS) Applicablc Code or Sl.and,rrd: AWS D1.1-96 anO-pro.iect -ilanOaicts AREAS OF INSPIC]ION Levcl or Uevation: Elevati on 228!07" HAS inspector: Georqe Schwandt Grid line loc,rtion(s) cnconiir,r.ssrnq ilre arcatil-of inspeclion or Lcs1:r,: E to G.3 --affl-O.4 - 9_.llnes From?o;-crlTl ,ilre or'-rriLerr ioruf rLions oi nrinconrc,r:rr;"ct-.-^;!;--.nTr li. l.iic ail)r'o-priate, assiqned "F" prcf ixed 0.D. i i.em nrrmber ,rnd 0.D. paqe ni;i;ibrr. ALLach l.he reference<l 0.D. Lisl,,__.-___Ig-e11y- i1Al_-1.a1_led__t!qp_e_C!iql.__,1_r_C_tjqy_--ttp_:1ppgq!'9n - -__js__se [q4d_ed-_&.r_ I 0 _lzr e6 P . M . Level:or Elcvation: [levat.i on ZZB'01,' HASGrid line location(sl-encomplissTnu-Th'e arca[i]-nT*T-ipeCTl'on ol:-i:i-s*l- g_tp_U.f_ and 2.5 - 4.6 Iines Provide a cfitique oi-notrii corrcii ,. ioirs-ol-n-o;conrc,rnian..e.-AT'.o inc-i-uiie-l-he-arrirr^o-prial.c, assi gl'.,eri "F" preiixecl 0.D. il.cnr nrrnrbnr ancl 0.D. paqn r;rrnrber'. iri.i.rch l.he re i-erencecl 0. D. l- i i L. llone noted Level or ileval;ion: Elevati on 228'Q7" ReinsoecIion of llAS Gricl linc Iocat.ion(s)-r:jrijouil.l,riiTnq-L1i0 arct(illa-insllailion-o,:rr:,i.:,:----E-To-G.3- ^^A C A a r:d,ru o.4 - y ltnes t'r0vt ctc a crl Ltqu'l ol' notr:rl condil;ions of nonconlorrnance. Also int. I rrije 1.hc ilpllro-pri.rte, assigned "F" pref ixcrl 0.D. i t.em numller .rnd 0.0. paqe nuinber. /r'1. t.ach the refepsn6c( 0.11 . Lisl. llAS previously re.iected have been reolaced and areeferenced 0.11 . Lisl. llAS previously rejected have been replaced and are _ now fo_gnql_o_!_e in-c-onTormahce 1o-appl-:r.g!E!nlalf!l.-___ _-_ *-__-*-__ RCmaininq condii.iorrs nol: I jst.ccl as 0.D. i l;cnr.., rvere forrntl conforiirintl 1.rl l.ire s (.a'uorj cri Inri ir . fmnun'n:NDrnrr rn:;rrric I INSPHCI]ION SNITVTCF;S IN{;. 120{1 4 \tnsecn Cl,. Cion i l'e r', Colot'nrlo 80433 (303 ) 674-75G0 Paqe 3 of 6 ITIS Job No. 052196 FIIi,D APPLIED S'fRUCl'URAL .S1'l]iiL Date: 10-16-96 Irr nEl)1100l1rNc .l NsPlicTroNs Tlre f o.l. l.or+i. nA l. i.s l,ecl .levels a ncl a rens, ns descr-i [rorl hr:rei.n, r./e.re inspec t ecl nncl Les t,ecl j n accor:clrrnce rv.i t..h tJ . l.]. C. 4 3-8 . Tylre of Fi repr:o<>[irrr{ l''lnl-crjnl Trrr;1rr1sl,r:rl: - -Mon,o-kot-g-l'tK 6l0B't l,evnl <rf l'nstrecl.jorr: Eievat-iqn ??9:-07-,, -.- Aren J.n:;trecl.crl: _*8.8._tg.-0,,_6 ald 1:_4..6 1ines,_B-_ip_E_and 6*-10 l-:i nes,--and.-- D.4 to E and 4.6 - 6lines Com;:rot-rctr l; 'l'e s l.etl tl. L. lle::jrlrr/l?lrl,j nH Rctlrr i red 1'h.i c)<tress Fl oor beams D-708 1 Hr.7 /16" Floor decki nq D-739 1 Hr.3/8" .l 4 lr f; L,isl, any def j.ci enc j es noLecl rvlr j,ch cJo no1, con.[orm l:o tJllC 4 3-B rec]r.rircmenbs nnd nssign nn O.l). i. l,enr rrrrnrbcr wil;h correspond i.ng O.D. pnt{c ltrtml)(-'l:. A-1-..l, ol;her .l isl,.'cl nrenri of .i l.r:;t'rec: l, ion r.rr:l'^ f qrund l.o llc irt r;on f or-nt'-rtr,::r: l,r: Itl',C 43-B 1-n<1rt.i r.tntcl) l,s :rrtrl l. t.'.r.iec; l, t:1,..rnrJ:rr<ls, 1s n.plrl i.r:;tlrlrt. l,i.sl, n.rerts l.l y rl r:j.rl .1. i.rrr,. nn..l .l r:vel. r.,lrr. r'c derrr;.i l,y srrrrtPlcs for .l rri.r l.,t:s l,.i, nq rvere rerrroved. llesrrJ t,s oU rlry r-lensil,y l,esl,i rrl.{ r:epor.'l,e11 sepnr:nt,el r' 1r pc'n conll).1 el.jorr. l,,eve.l.Gr i.<l I.,i.ne Conrl-ronent;(J.1,. Desi4n 1'Elevation 228'0 7' 0n B. B - 8.6 D- 708 2 ' El evati on 228'0 7" 0n C, 3 - 4 Beam D- 708 3. f i';n:*' riNlriialT'r ;il;i ;,vc I IIY5I]RCTION SI|KVICIIS INC, | 2OI\4 v n t;een Ci 1.. Corrilr:r, (.lo.l orn.rlo 80433 (:.}03 ) 67 4-7tt60 Page 4 of 6 Frnr,n nF,pr,rrD sT'*rrcru*^r., sT'rir;1, J]i:,'"[1i;-$!"nu tr.T tlliPliootrlNG :l Nsl)licTl oNS The llol-l orvi-nt{ l..i :r l;ecl ,l-eve.'l s irnrl ,trcB:s, a.s clnscri l-rcrl lt<rrei.nr werc i.trsTrect,ncl :rrrcl l,esl.ec'l irr nr;corclrtrrce r*'il.h lJ. ll ,C;. 43-8. 'l'yl''e of IrLreproc,ili.nli llal.criril In::1''qq. l.r:<:l :.---.--M.o-ft-qtSot-g-l1f-F-1Q-9-l i.,evc-l o{' In:r166{-i,:rn ;El evati on 238'08" Aren lnr;l,ccl.e,:l : A to C and 2 - 4-6 1fnes, C to D and 1' - 21ines' D-t-g--E-q1! 2.3 - 3 lines,-A-foT-;nd 6: i0 lines;;nd D to-E-and s.5 - 9-llnei Co tn pcr It e tr l, J'e:; [.e.]iJ. 1,. Des j qrrlRn l. i.ng l?c t1r r i recl 'J'hi.cl<ness 1.Roof Beam P-732 1 Hr.9/16" Roof Deckinq P-73? I Hr.5/8" .t . 4. r: [] , l,i.nl; any clelliciencies noted rvh j ch rlo nol; conforrn 1;o iJl]C 43-6 rqrlt.l j.r:emenl,s and nssign nn O.l), .i. {;r:m nrrnrlrer wj. l,l-r corresPonrJi.rrg O,l). pn.11e nttntber. A1l. oLher I ist,ecl nr:ens o.l j.nspecl,ion wer:e Ic,rrnd l.o be irr conlor:mnnce l.o Ul]C 43-B rr'qtti rerrenLs nnrl 1. r.'o,j ecl, sl;nnrlrrrrls, rrri rt1'111. icrrl.rl r.. l,i.sl, arens by fl r':i d l.inc arrri l.evel wlrerr: rlens i. l,v srnrf ies lor .l.nb l,cs1,:ing r.rere t'cmove<1 . R.estr l. l;s oI cJr:1' tlnnsil.y l,esl,i.n4 l:cPorl.e<J s..l.'nr^t,ely rrDon complct,ion. l,ev e .l Grirl l,irre Co nrlro tr e n [,tJ,l,, Desi4n I 1 TNDEpENDINT TE$Trlil g INSPECTION SERVICES INC. I?OB,I VASFEN COUNT c0NltEn, c0L0nA00 00iJ3 (J03) 674'7560 O tuf-sila ProJccL rrrlngs /l'Z/"'- !--ge- VrLe: / o- 16' 7 6, 'roJcct rro- ?{";::.-k * p}K- LTtpe ol lblerLtL: ) uol-oisnolr.o' a CAF Snmplc tccntlon t tA^,Jof' ea7" ? Oven Drying Ttne: il:;i.i:Tl;; !hn7'- '8' t.ncy'i /,At r, L f Uf Lol. ir',41( l:3 t,/t o, i fti.t- ^6'8""- I 5 86 8. ot e-4;., 3 -'/ Liomple Cfinmple l! // fic3// 'Yrlc /7 //'o 'fr", {"o-'--- - : ;tii!:u. :,../1 - - - - - - -. - - ^ B--- -C-.**- (, tr t.t1' ;.oAd,\) (z 0,17 e.2 Tr 'l ,llri T6 It I IN T.l Au€. TA Vr.rlrrm? (ln,l) ^.1a1 .{ \> a.(Q Srnple A Yrc ,(, %e Qlo //tc 1,i/('-/</',{k *v_/- --. . trl '., J (o" e,t,'?F Snr,rpl e D ttrr.r (4. ) / 81.: e/6,t7 [hnc t !'.Y (6. / cE', /() 9,3 tn.3 x 3.$rcr') ac ")t s/'77 lle qrr I rerl Drns I Ly Snmplr':n A n Comllc n L D.t (rcr) C mec l,tlre rrqtt I plrnqtrts. INDEPENDENT TESTING & rrOrcnoN sERVICEs rO. 12084 VASEEN COURT coN rFE n, aoLo^np6 00433 (303) 674-7s60 P.rge of6 REINSPECIIONS Torque Testi ng ITIS Job No. : 052196 Date: 10-17-96 List those il"ems reinspecl.ed. Refer to the 0.D, il.enr,0.D. page nur]tber and.original clate for reporting oi"[;;-0.0. iiot. nr io-inAic.lte if rejnsnccted itcm conforins to orjginal project stinOaiOs, moctifjed iionOorli or accepted in the as-built conciition. Condj Ljons found jni Lia'l Iy in nonconforntance l'o oriqinal project standards but suSsequcnLiy reviewed and acccptc6 b;;i.,;-;;t;onsible-aul'troiity slt'r'li have such (rcceDtance i n wri ttcn f orm ancl wri U"tcn ionf i i-mati on shal'l be a btachcd to th is renort. Typc of Reinspection:Vi sual X Inspector:Schwandt 10- 17-9 CON FORM i I'iG TO STANDARDS-A!!.-0-! -Elr -G-,*B E-v-i-[.l.J A5-BUILT I ltoutrtro ORIGIIlA RE N(]RT DATE 0. D. I TEM F-17 110-i0-96 COI4MENTS INDEPENDhflI TESTINC L Jx s nrcl:: )":* :yJc Es I N O col flr I n. coLon^r)o 00433 (Jo:t) 6 /4 '7560 Pa ge l-o f ORSERVATlON R[PORT ClicnL:Koechlein Consulting Enqineers ITIS Job No. :0 5 2196 03.6s. 8-19-96 Project:Golden Peak Base Faci I i ty Locotj on :Shop Inspection/Zimkor Industries Inspector:Bruce Eri ckson This rcport p,rckage conl:ajns infornal:ion conccrnincl spccific l.ests and insPcctions ol' sl-itrctural s'l.cel weldincl , strrrct'trral bol l'inq, sbructur'r1 spr,ryed fireproofinq and/or nonrJosLrucl.rrve testing. 0nl.y 1.he forms appropri a Le to the Lypes of inspecLions ,rnd l.r:s1.s conducIcd have been prcp.r rcd and rrr-e encloscd. Tlre speci l'ic cri l.er.i ;l rrLilized in jtrdqincl t.he tlerlr(,"q oI conl'orm,rnce for each area of insnccLion 'i s c0nl.rrincd on e.rch inrl ivicltrai inspcct.ion forat. Also included in this in:,pecti0n p('lckage m.ry he ITiS' "l-isL of 0utstanding l.ri s c i'c i: a n c i e :, " , 0.D. l-isl.. The 0.i1 . Lisl- r,ri lI bc con:.cctrl. ivel.y ;rttnllcrccl for eaclr parle i s:.uerl , as rvjll he Llre dcf icienl. 'i l.cnrs contajned in l"hc ljsL. Speci l'ic usaqe of the 0.D. l-isl" is c0nl;.rined in cach section. If thcre dre any questions reqarrjinq the content of Lhjs rep0r[' please feel free to contoct ITIS al; your convenience. D.rv id 1.. g1.urqe9n Pres idcn L ( lliDE?-i\DE;\ i TESI-I f;C & iNgIECICi; S[r'.'ilC;:S i];O 1?ond vASIEt] COUnT coNrfl:n. c()t.onADo 804 33 (l0l) c74 7560 Inspec Lor:Bruce Eri ckson Page ot ADDITIONAL iNFORMTION ITIS Job No. _ 0_5_ZUj Date:_B_1g=i6_ noI speci l'icai 1y covered i nThis forr;t coni.rins adcli Liona j inspeci. jon in[ormation the preparecl fornr,tl:s ol'tcsl.inq and.i nsnectjon:,. /\ddi t.i ona I i nspecti ons Addi Lional tesls Addi tional information The a t ta c hed " Shop I n s pec t i on Lo g S hee t__]-iS_!S_lhO:ela-b_ric-a f es_ ____ cgljr_o-llel]]bs_-w!'ic.!L19_c-q_j_vsd yglq_jqq_l_ity,rejtLre!!iqn. In sumnration, no deficiencies were noted and nc outstandin conditions remain. iIiDLPf ND[NI' TEST |G GI rnsne.ll,:):*RvrcEs r! coN I rjfi. r;(tt.(]f IAL)o 80,1:].'l (:r0.'r) 674,7560 SII()P INSPICTI()N LOG SII[[T Pagc 3 of 5 Inspector: a,,. F.;.ks6r=- ITIS rlob No.i bq?6( Datei R-194( C onrnton t sConrponen Lr;?-- ll t.t ( ULtD - *??['#'5TH5,TJiffi o !?0|4 v^s|: EN counr col.tr': I n, col-rf,llAllo 00,1]3 (J03) 0 /4.7 5rl0 P.rge 4 of Ril0RT 0l: NONDISTRUCTIVE T[sTiII6 inspcctor:Bruce Eri ckson ITIS Job No.: 052196 0ate: B-19-96 of ConnccLion Tcsr..1 . Roof framing, bcanr fin plates, spl ices -of l,,lclcJ TcsLcd: Fillcl:-Groovc X 01h." o1'Tesl- tcrformcd: U.T. 1.1.P.T. 0.P.T.-0thn: Appl i cab) o Code or Stand.rrd:Al^ls Dl. 1 and Pro.iect Standcrrds V -. r 'rcsr Pcrformco tn: 5n0f, ^ ttetd Frcquency of Tcsting:20 Provjrje a gcncrai slrirnation ol'thc conrponcnts ond vrelds Lcsl"cd ancj listcrj ,rtLoched N.D.T. CerLiirc.rLion reporl(s). Also providc.r crjtiquc oI caclr forr;inq condit jon(s) a;',d specify thc 0.D. il.cnr number, prcl'ixcd t'ri':h an ficld tcstin! or dn shop i:c:,L'i n9, assigned Lo cach norrconferninrl Also, 'inclucic lhe approprjaLc 0.D. page nurnbcr(s) wjth oach listcci 0.D. i Tylic Type -type on the n0nc0n- "F" for cond i Lion. L Crlr . CJP welds tested. found too thin for ultrasonic inspecLion'-- No deficiencies were noted t.hrouqh maqnetic particle testin Exclucl inll any itcnrs of n0nconl'ornr,rncc, those rcnrainin0 comp0ncnt r;3ll(s) lisLcrl on Ihc ,rt t,rchecl N.0.T. Certi l'ic.r'Lion fornrs havc bccn found in confortn,rncc wi Lll tllc st,rted weld quality criteria. Visrral InspecLiorr: for occepL,.rnce oi te:Lcd vreld: at'c covcrcd in thc "Vi:uol InspecLiorl" secLion ol'tlris rcliort pttck.tgc. Aritl ilion,tl infolnr,rLion Slre ct AItrt:lrrrrl tououNDEN*ur'n& INSPECTION SERVICES INC. 12084 VASEEN COUNT CONIFE R, COLONADO 80433 1303) 674'7560 REPORT OF MAGNBTTC PARTICLE TESTING PROJICT CLI ENT MANUTACTURER CLIENT,S JOB CUSI'OMER,S I Page 5 of 5 Zi^lco.- NO. I3AL NO. .D.CLIENT'S CUSTOMER NDD]TIONNL CUSTOMER INI]ORtr4N1'}ON ITIS JOB NO. 052tqC DArE OF 'I'DST, T'ESTING CONDUCTED IN ACCORD^NCLI llI'rll _AI^1,5_DL1I QUNI,ITY REQUI REI'IENTS FREQUI]NCY OF TESTING MNGNETIZATION CURRENT TYPE OF EQUI PMENT USI]D TYPE OF TIIST: wET LIST OF PARTS OII COMPONENTS TESTED USED : TYPE OT WD],D TDSTED i]ULSED DC DRY WCI,DERS QTY. l'lK. NO. I. D. NO.REMAI],KS TIIE STATEMDNTS IN THIS RECORD ARE CONDUCTED IN ACCORDANCN W].TI{ THE T,DVDL or. eunlrrrcnrroN -il- _ TIIIS DA'I'E fr-n::10 DA'f Ll RES III,TS ACC. ItDJ REPAIRS nc'c. trtiu I, TIIE UNDERSIGNED, CIRTIFY TTIAT CORRECT AND THAT TIJE TESTING WAS AFORDMDNTIONED REQUI REMIINTS . T ll c n r'l" rl. /-\ r, :lq T a: Nt r.'n AUlIIIOR],ZI]D B''1i A vlA X BY IND{ri)ENDENT l'Ej I NSPE.IL9):.:RVrcES rb coN lr[,']. col.onADo 8043:) (30:ll 0 74.7560 OBSERVATION REPORT Page I of 14 No.: 052196 Date: 8-28-96 Vail. Colorado Cl i ent:Koechlein Consultinq Enqineers Also includerJ in this inspect.ion Di scrcpancics", 0.0. Li s1: . Thcfor eoch parle i ssrrr:cl , .rs wi'l I lle Spcclfic usago of lho 0.D. Lisi packarle m.ry be ITIS' "Li st of 0utstanding 0.D. Lisl. r'ri I I be consccui.ivcly numtrcrccl t.he def .i cienl. it.ents containecl in the list.js conl;rinad in oicl^r soction. ITIS Job Loca t,i on :Project:Gol den Peak Base Faci I i tv Inspec lor:George Schwandt This report pack,rgc cont.a jns informal.ion concerninq speci l'ic tests and inspcclions of structural stcel vreldincl , structural boltinq, structural sprayed fireproofinq and/or nondest.ruc.tuve testing. 0n1.y l"he forms approprial.e to the types of inspecl"ions and tests conducted have been prepared and are enclosed. The spcci l-ic criteria uLilized in .jtrdging the degrec ol' con'Fornancc for cach are.r oI inspection is cont.aincd on c.'rch inrl ividual inspcction form. If there are an.y questions regardinq Lhe conl"ent ol'this rcport' please feel free to contacb ITIS at vour convenience. i"*; Davi d L. Sl"urgeon PrcsidenL orNSPEcIli[f,::ff* '..il "o "'' o.(t;; :"'tt'? 1 ^uoo oo4 3 3 Page 2 of 14 VISUAL INSPECTIONS OF STRUCTUML DOLTED CONNECTIONS Inspector; George Schwandt ITiS Job rye.; 052196 Oate - 8-28-96 Type of Bolted Connections: Friction.-Bearing X Type and Size of Bolts Inspected: A-325 X A-490 ,I- JU /0ther Cri teri a AREAS OF INSPECTIONS Ljst the leve'l s and areas of inspections separately with a critique of nonconforming conditions. If 0.D. List is utiljzed, designate the item ntmber and 0.D' page assi nnod each nonconformi ne condi ti on. Location: Elevation 228'-07Lr" Steel to stee'l Areas of Inspection: C to E and 1 - 4.6 lines Discrepancies: None noted Addit,ion,rl Page Al. l;ached iNSrrl-CTION SERV]CES Iryc. . ",I?ii I :33 lsx fr%' i;., o (30.'l) 67r.7560 Page 3 ef 14 IN ITIAL VERIFICATIONS OF 5il0P/FrEl-t) HELDING OPERATIONS Veri fi ca t i onsVerification perl'ornred in:of con fo rman ce Shop FieId to : AWS 01. 1- 94 ]!: i9]lowing jl.ems concerning wclding operations have been vcrifjed by physicaltnspcction or revjcw of prepaied docrrmenta{:ion. current werder qrralificati0ns .rnd certification as appl icabreto the emplo.ynd processes. -- Certi Fi ca l.i ons a tt,.rched__L Certifical: ions on f ile with General Contr.rclor -_- Certi [ical"ions on fiie with F.rbricator Verification 01" walding consunrables to be utjlized inrveiilinq opcr.ltions Vcri Iic.rtion of we]ding procedures Verjfic.rtion ol wclcling sequcnce _ Attached -Verific.rtion of d.i stortion control --- Al"t ached Vcri t'ic.rLion of confornr,tnce of proposecl wel rJ joint rvi ilrprequ.tl if ind st.ttus Verification or. coni'0rmance of proposecr wcrd joini:s wii;houtpre -qu,rl i f jcd s tatus but w.ith .rdcqua Le docunrentation ofqrral ification -- I{.P.S. and p,Q.R, attachecl for Ensineerinq revr,ew Other i nspcc l-i ons or c0ncerns: pertjins to Pjn[I tructi on t??HT3,\Hli,'#n? t2nB4 \/AStr'I I,l COLrnl coNl r:I n, cot_onAt-]o 80433 (303) Gi 4 7560 FIELI.I ]NSPECTiON RIPt)RT F()RM ]NITIAL VlSUAL INSPECTiON ()F l\|ELI]]NG Inspector:Georqe Schwandt F iel d lladc |,Jel ds : X T.ype of l,Jelds InspccLr:d: FiIlel.s ITIS Job Shop I'larle P,r gc 4 of lq No. __05_2_L9i_ Date: B-28-96 l./el ds: 0Lher Type of Conrponent Con1.,ri n incl thc wel d, embed , col d formecl , rne La 1 Appl i cabl e Code or Stand.rrrJ : ), Groove tnspeftect wclc| *fl cl cot rr.,rn Jrcan,, Ui rcler, Inonten I s Lu,:ls, el,c. ) :As recorded belovt AI,JS D1.1-94 and Proiect Standards ANEAS OF INSPICT](]N Lcvel or El evati on : !-eJel U_9___pre_c-a,s_iltcj_wal_1__ptnel s_t_lcorrcrqte*_cnhe-d-.ulatesGrid line location(s)-c-ncomriiisr'nq tne,iiea_(i)-ofinspection or besl-s: -_0r,rBljrLe-frqu_ls _l!_f_,LLe_9,.__Qn _8_.8__Ij_!e_frql__16_lZj_ine!.__qn D_j_r_n,e_frouiT-18- lines- on F l_i1e fro_4_1!_._5_:__i5._5__l_rrc_s-__and_o_n__K*'hne__fron 17-5._-_lBJ_:lnes- Provide a criticlue oI noted condilions o]'ncnconformancc. Also inclucie the,rppro- prial-c, assiqncd "F" prel'ixrd 0.D. il.em nlrntbcr and 0.D. paqc ntrmhcr. Attrrch the re [erencr--d 0. D. i- i s t None noted Level or Elevation: Level 179' PC r^lq-Ll_pon_e_]:;lq _c_onclete el:lred--pbt-es-- Gni d l ine location(sl e.nconrrr.rsilng-TFe areaGl-oilirr srrection or tesl.s: in 15.5 l ine fror,'r D - H.Z l ines. on 16 line fromB-B.Blines on 17 line from 8.2 - D line. anrl on ne F rom Prov itle ,r c n' t i ci'r,: Ti rul_-f'r. rl-c o iict i t'r cn i-o f norcon f olrrro ncr.so incl Lrrle the ,1Ppro-pri,rte, assiqne<l "F" prcf i xecJ 0.llr . il.em number and 0.D. pnqe ntrnrbcr. At.i.ach the referenccd 0.D. i-isL.A!_K-o_nd_l_.8__LiIe_s_,_p_!lJ_o-!-e__eqnn,e-c-f io-n-.plclte--*_ hAi_!_eel "ia-5Ja_l_l_qd_-dire_!_qs jgql igrmql,t_qf_the_eryhed plptes,_Th j s_h?ls__ be_e n_erLterqll_qrr _!l_q_a!!o _c heql _0_. 0,_Lr-s_1,_-a s_r t_eu_ F:2._ Levcl or il eva 1.i on : !evel ) 79 | PC wal_l_pa.1els-_to _!_C,11a I l_._pateJ.s_ Grid line locaLion(sl-errc.oni[o-ssing ttre-.irca(i)*oaTnrlicctlon or tests: -_Fro_nr B _Lo_J and i5 - 19jrc1,_Olllinelfs_El3-5_l!_-5lj_ne_s-_9n 15,_5 Lj_ue_frp.m D to H _ I ines,_qld__o!5_,_ll,_g!d _19=[lg_sjo!Lglo_K_linesProvide a cri 1"ique of notcd condilions of n0ncon[0rm ncc. Also inc]ude the aPpro- priate, dssigned "F" prel-ixed 0.D. ilem nurnber and 0.0. p,rge nuntlrcr. Attach the rel-erenced 0. D. Li s1;. . --___-None_no-ied__ Rintnin jng condii-ions noL lisLe<1 ,rs 0.0. i l.enrs r.rcre forrnd corr formjnq Lo tlte st.a t.ed cr-i t.eri a . (hoEprNDENr msrttl s INSPECTION SERVICES INC. 1l0B'1 VASIl:N COI']RT coN I frI ll. (:otonADO 804J3 (303) 674 7560 Pa ge FiEI-D INSPICTION REPt]RT FORM INlTIAL V]SU/\L INSPECTION OF 14[LDING Inspector: George S_c_hUand_t ITIS Job tio.__O52]-9_6_ Datc: -3=29-96- Fiel d llade l,icl ds: X Shop l'iacle l'Jel ds: T.ype of l,iel ds Inspcct.e<l : Fillcts X Groove Tyne of Comnononl. Con t:.'ri n ino l-ho ti,slEc Lcd t,tel 0l.hcrT .yFe of Conrponenl. Cont,rininq l-he li,siiictcct l'leld-fb: coiumn-, bcam, gi rrir-.r, ntomen L vrcld, cnrbed, colcl I'ormcd, nretal sl.rrds, elc. ):As recorded below 140t Appl icabie Cocle or SL.rndard: Leve l or El evation: Grid I ine loc,rtiorr(s) and 16 Iines Level 191' Al,lS D1. 1-94 and Pro iect Standards AREAS OF iNSPICTION PC T-beams to PC columns cncompassinq tlte are.r(s) oi i nspec Ii on or tests:0n 15 fromBtoDlines Prov jrle rr cri t'i qtre of pri a l.e, assigne<l "F" re ferenccri 0. D. -isl. nol.cd concl iLions of nonconformancc.so j nc l rr prefixed 0.D. il.enr nrnrhcr- and 0.D. paqe n trnrhe i- . i\one no1.ed e the AtLach r'l i)p rO- the t-evel or Elcvation: Level i9i' PC double lqes tp_I_C ]_bC_A[s_--=.----Grid Iinc Iocation(sl-cn-orn[i-ln-q-Tl-e -,riea-fil-oF-inspecnon orTelts: 0n 15 and 16 'l ines f rom B to D Ii nes lrovicie .r cri 1.i c;ue ol not.ccl conrl il.iorrs oI noncon I'orrnince.50 I nc r n umlr o r. rrdc i-he /rLtach dppr0- t_he,\eirl^ ..-_--^-,,L-l'l/r ror.(_t (lr-rJ{lltuLl r rc[cr-crrccd 0.D. Lisl. pre Ii xed 0. D. i t.en nrrrtrber- a rtd 0. D. pa gc llone noted Lcvc l or lllevai.ion: Grid I ine loc.,riron(sl B, B.B, and D Level 191'PC doubl e tees to PC_ wal I p_an_el s_ and hai r _Ll5 cncorfpossr nq Lhe arc,'l.tie-i;i,i (sl_-ot i n-nnc 3es to P.L war p_an_e rs_ ano nali_Lu:_ oT insoection or tcs1.s: 0n I ines lines from 15 - lB lines, on l ines 16, 17, and 18 from B to prefixed 0.0. i Lcm number and 0.D. page number. Att.rch tlte None noted ffine-from-D-:-T.illr€s noLeO conrtit-ioni ot'norrconformance. ntio lnclucle the aDpro-Provide a critique ofpri,rte, assigned "F" refercnccd 0.D. Lisl". Remaininq condii.ions not listcd.'rs 0.D. i l.onrs were forrnd conforrninq to 1:he stc'r1-ed cri teri a. CoEpENDENT reslf a INSPECTION SERVICES INC. l2OB4 VAS{:EN COUnr coN ltl- R, ..nLnnnp9 80a33 (303) 674'75G0 Pa Ec of 14 FIILD INSPECTiON RIPORT FOR}4 INITIAL VISUAL INSPECTION OF I,I[LD]NG Georqe Schwandt ITIS Job No. 012!9i- Date: 8-28-96 Shop llade l,lelcls:r,.^^ ^r r.'^r -'- ---._^-. l.ed: Fil lel.St-'ll,u vr Ytur\r J rrr-\i/u\.X Groove 01.hcr Inspector: Ficld llade l,lelds: Type of Conrponcni: Containinq t.he Inspectcd l'1eld rvc1d, enrbed, cold fornred , meL,rl si.ttds, e1,c. ): lrc: colttntn, [.reant, gircler, mcment As recorded bel ow Appl i cabl e Corle or' Standarcl: A!,lS Ql_L!l_ell ro iect Standards AR[AS OF I I'iSPECT J ON Lcvel or Elevation: Leve!91' PQ_fi.a-l_I-p.qn,el:_t_o_ PC _w.all__.oanel s_--=-- Grid line location(s)-clcornpa]l$q Tli-.iica(s) of inspection or 1;csts: -Qtr lines B-*p_..& ,_D- a n d_K_l.11o. m I 5--1 $-l-i-n-e-s- i-t -151- ULI el-rom--Dlol-B-lj-nes---ald- o n l_i n e s_1_6,_-U-__a_[_d-1!_l-ran-l]-t o-K I -in e-s-.--Irotldc a crrticruc-_otrroteiiionOifions oI nonconfornrance. Also incl priate, assigned "F" pref ixed 0.D. 'i Ienr nttiithct- an<l 0.D. p.rqe ntlmbcr- rcfererrccd 0.D. Li st-.l'lone noted udc i.he apDro- AtL,rch the Level or El evat j on : Level . 191' __!!_d,oqLlel-el-tO_-tl-{oUB} .teesGrid line local-ion(sl encoiifra-{s-ing-tlre 1-*1[)-o-i-inspeCfion or tests: B to F.B I ines and 15.5 - 18 I ines Provide a cri liotre ol' noted conditions nonconfornt nc-e. A so i ncl ude the (-lp PrO- tnep r i a 1. e , .r s s i cJn e cl "F" referenced 0.D. L-isL. prefixed 0.D. il.cm ntrniber and 0.D. paqc None not-ed ntrmbcr.ALt,rch [.evel or il eval:i on : Leve 206'PC T-beams to lC cql_un_n-s.- ,[e a r:cJ( :.f oi-Trrsrlcc-tion oi t : -91;i.5. 16-Gri d I i ne I oco 1. i on ( sIchcoLlp.r s stln 91h-e a':ca ( :' f o i-inspcc1. i on or tcsts and 17 l ines from B to E.4 l ines Provide a criljque ol'noted conditions of nonconf0rm,rnce. Al so i ncl number. ude the Attach airpro- thepriate, assigned "F" rel'ercnced 0.0. List. prefixed 0.0. itenr nttntber and 0.D. page None noted Rcmaining condii.ions no l" lisl.ed,rs 0.D. il.onrs werc f orrncl conforminq t-o 1.hc st,r 1-ed cri tcri ,r. lnror.NDENT resltOa INSPECTIOi\ SERV]CES IJ\C. r 2 0u.1 vAS I I-: \r co LrI] | CONII:t:'1, ('O ()nAt-)O 80433 (3011) 67a-7ir60 FIELD INSPICT]ON RIPt)RT FORM INIT]AL VISUAL INSPICTION OF I.IELDING iTIS Job llo. 052i96 Dat.e: 8-28-96 Shop lladc l.lel rJs : roove 01.hcr Pa qe of 1.+ Inspector:Georne Schwandt Field llade l,lelds: X Type of Wclds inspocte?-Fl-llct.s X c Type of Componenl. Containinq the ln-sn'e-Ttcc| !/eld-(Jc. column, leanr, qi rd0r, momenL we1d, enrlled, col d f ornred,, rleLal stucls, c1.c. ) :As recorded below Applic.rble Corle or Sl.onclard:A|.JS D1. 1-94 and Pro.iect Standards AREAS OF ]NSPECTIc)N PC double tees to PC T-beamsor il evati on: Level 206'Level Gri d1 i n e I o c a t i o n ( s ) -c n c- o nr tns s T n q-Tlr e l-r-e-.r-f:J nf in<,noc ti nn nr tnsl:S:0n 15 16, and 17 lines from B to E.4 lines -P r o v i d cl- -l-t-i r l r c,. n ; ; "t I c o n cr rt j o ni o i- n o n .. rr-nT-o r-n, a-n c c . I tpriaLe, assiqncri "F" pref i xccl 0.D. i t.em nrrnrber and 0.D. naqc so irrclrrdc lhc (r p:)ro- nunrber. frttach the ref erenced 0. D. i- i s t None noted Level or Elev,ttion: Level 206' PC double tees to PC wall panels Grid line iocation(sl-encompasiing-flie,r-i-cir(sT-ot--insr',prt-ion-i-ieifslCIi-B, B.B, and D lines from 15 - 18'l ines, and on 16, 17, and 18 lines from B to l'rovr(le a crt l.rqlre ol' nol.ccl condi l.ions cr nonc.0nIornrancc. Al so inclttdc the,rppro-priate, assiqneci 'F" p)^ctixed 0.D. i t.cn nrrmber ,rnd 0.D. paql nrrlr5er. Ai.t:,rch the t'cfercncccl 0. D. l-i:'i.. -- --.-,--.0n_D,B--ljne_approxiLrral.e-ly-Zl_wcs1 ,of_-i6-li-r,e--t,hr --f-jiLeb--.ire-l-de.d,conl_eg-t,i-g4-6anno.L__b.e.-rrrade-due to__nis_sjng_CjnbCd--pl-atc-tl-the- ---r{crj-l- paIei ._-_-Tj t-sjd_s__been__ei-r-tere.d__olr__!lre_a_t_tl_Clre_d_0_, D.- Li-s l"__c,5-,-j t-e0t_f_8_* Levcl or I levi' 1.i on , -L.v-el- ?05----- Pc--dqub-l-e-tees-to--PC- doub-le -teesGrid linc Ioc,rl: ion(sl cnconrpasslnq -t.iie1rr:c,ifil-or:-rnipeCF-on or t.esl.sl __B_to_E-4_ _---_4.!_d__15_: 18 lines Providc a cri ti (tur of notirl conrlT[Tons of-non-con-f orman-cc.so inc l n lrmb e r. u(Je the At bach nppro- thepriate, assigned "F'' prel'ixed 0.0. it.em number anci 0.D. page rcferenccd 0.D. Li:1.. None noted Remaininq condii.iorr: not. I ist-erl .rs 0.il . i t.cnrs vere f oLrnd confornrinr; l.o l.he sl.,rl.cri crlLcrra. to.o.NDENr ,.r'nG INSPECTION SERMCES INC. 120B4 VASI:l;N C'OtlnT coN lIE n, ao,-O11np9 80a33 (303) 674-7560 fage 8 of 14 FIELD ]NSPECTiON RIPORT F()RM INITIAL VISUAL iNSPECT]ON OF l,lELD]NG Inspector:Georqe Schwandt ITIS Job No. 052196 Date: B-28-96 Fi el d llade i/el ds : X 5hop llacle l^/elcl s: Applicatrle Code or SLand.rrd:Al,lS D1. i-94 and Projecit Sla!-d,glds AREAS OF iNSPECTION Level or Elevation: Level 206' Steel haunches to concrete eqD-e-d-p-lq]s!--- G r i d l i n c l o c a l. i on ( s )--e-n i ornpa-s s i n q t l^, e a-rea Csl-o iTn s pc c-t r o n o r l.cs1-s: 0n 11 line front B io F.B lines Type of l,lelds inspected: Fillel.s X Groove Other TvpcofComponenLCon|.rininqthclnstrec|edi.Jcld--Gc:co.lunrn@ rveld., embed, cold formeci , met.rl strrcls, eIc.): As recorded below Provi de rr cril.iqric ol' pri atc, c'rSSr gneri "F" rcfcrericeil 0.D. Li st. no lert-cc,na-iti0ns olr-n0,^rconr0l^'rr.-rrrcc. hl so incl t,de thc -p7ro- pref ixecl 0.ii. i Lam nunthcr and 0.D. ilaqc ntiiitllcr. Al.i..ich tlle l,lone n oted Level or Elevation: Elevation 228'-07" Shear tabs to concrete embed plates Grid ]ine location(s-) @line from 3 to 4lines Provi de cr cri ti quc crf not.erl concl i t.'i ons oI norrconf ornrance.s0 r nc numhcr ucie the Attach apDr0- inepri ate, rr5siqned "F" refercnced 0.D. I-ist prct'ixcd 0.ll . i i.cnr nrrnrtrer and 0.D. paqe None noted Level Grid I or ine I ilcv,.rt.ion : Elevation ?28' -07" I oca t j on ( s)- e ncoiirrra s s I n-i ttie-a rea till-inTtccLlon ol-teits: _0. f--!*{gLglSLe s t g_ g o-1q!q!_e 91!99_pl-elgls) ol'insneclion or LcsLs: 0n 3 ine fronr 8.6 to E lines Prov i de a c ri ti que o noted conditions ol' noncon l'o rrna n ce .so incl u e the appro- Att,rch thepriate, assi gncd "F" referenced 0. D. Li s t. prefixed 0.11 . itcm numbcr,rnd 0.D. paqe n lrmlrc r . -------llaxeJro-Led Rinraining condiiions not listed as 0.D. il.enrs were found confornring t.o 1;hc stated criLeria. fiororNDENr ,rr'nC" INSPECTION SERVICES INC. 12084 VASEEN COUNT coNlFIR, COLOnADO 80433 (303) 674-7560 FiELD IIIiTIAL V George Schwandt iNSPI(;TION REPORT iSUAL INSPICTION OF FORM I^/ELDiNG . 0s2i96 Pa ge of I4 Inspector: Field Type Type wcl d., Appl i ITIS Job No Date: 8-28-96 l{ade lrrel ds :Shop llade l,lel ds : of l^/elds Inspected: Fillcl.s X Groove 0ther oI Component. Containinq the iffiTtccl t^Jeld-[ie. colurnn, beanf-giider, nroment embed, cold 1'ornrccl , melal strrds, e lc. ):As recorded below cahle Codc ol Standard:Al,lS D1.l-94 and Pro.ject Standards Provide a critique AREAS OF INSPECTION Lcvel or Elevation: Elevation 228'-07" Bent plates to beam flanges Grid l ine location(s)-errc.onftand3-4.6 lines priai.c, tl SSiclne rl " refercnced 0.0. Li noted condi prefixed 0.1) ol rtl tt ons of nonconform.rnce.so r nc n unrbc r . ude the Attach rlpprO- the. ilem nunrbcr,rncl 0.D. pace None noted Leve I Gri d Elevation 228'-07"Moment connecti onsor El evati on : line location(s l i ne at 1.7. )encompassing the area(s) of inspection or tests: 2. amd 2.3 lines 0nC I'rovrde rr cri tiqtre ol' noted condi tions o nonconformancepriate, assiqned "F" prcfixed 0.0. it.en nunrller and 0.D. referenced 0,0. l-ist.. None noted pa ge so l nc numhcr ude the Attach appro- t.he Level or Grid l ine Eleval.ion: )ocation(s enc0mp('l s nspec tcs is Provide a cri t,ique o noted condi ti ons 0 i bcnr nonconf ormance. A prefi xed 0. D.nunrber and 0.D. pagepriate, assigned "F" re[erenced 0.D. List. so r nc n unrll e r c Ine At tach appr0- the Remaining condii.ions nol listed as 0.U.cri tcri a. i l"cnrs were found conforminq to thc stated INDEPE}iDENT I ESI]IiG & $nrclfiT:*TYS.qO.. coN I F E n, cot-oll^Do B0433 (303) 674-7s00 Typc of Rei nspecti on : Vi sual Inspcctor:Geo rqe Schwandt NI I NSPECTI ON5 ITIS Job No. :052196 Torque Testing NDT Page- 10 of 14 0.1te :B-28-96 List those i t.ems reinspocted, Refer to the 0.D. item, 0'D. paqc numbcr and-oriqinal clate for reporting o:f itrf,e 0.0. item. Al so inci jcate if reinspccted item conl'orms to orjginal projeit st.rndarcls, moclil'icd standarcls or accepIed in the as-built condjtion. conditjons found inj Lia'l iy in nonconl'ornr,rnce to orjginal project standart but subsaqrrcnl.ly revierved.tnd accepLed.by the responsibie auLhority shall h''lvc such acccptance in writicn-forr on.t wriiicn coniirmation shall be attached to this roDort. 8-26-96 Lqc ._q I _[-ry-G_._r].t-v_l-L-\,r \S-BUiLT I I1()DIFII:DnS-UUir-r I ll0DIFIl'D I STANDARDj l0RIciNA 0. D. I R[ P0l]T J TEM I (]ATE C0i4i1[ lt TS i N Di-PiJNELITITSTI )C t O S PECTi: }.:,::.)]CES I NCO Cor{rr e n. COI.OnAfrO 00,1:t:l (Jol) 674 75C0 lo ge 11 of 14 RIiI'ORT OI: NONDISTRUCTI VE T[STI |II(; inipccl,or: GegrgeSchwandt - ITIS,lobNo,: 052i96 D,lLe: 8-28-96 lype of ConnccLion Tesl"cd: Typc ol',l,/cld Tcstcd: IillcL Type of Tesl Pcr[ormcd: U.T Applicablc Code or SLondard: Tcst Pcrl'ormed in: Slrop Field X Frequcncy oi'TesLing: 10 I Provirle a cleneral 5rrnrmlLion ol'Lhe 6omponcnl.s,rnd vrelds att,rched N.D.T. Cert.i iical"ion reporL(:,). Also providc forrning condition(s) anri specify l"hc 0.D. il.enr nrimbcr,ficlrl tcstin! 0r,'rn "5" for shop Lcsl.inri , a:,...igned to Also, includc tlre a;rpr'6pr-ialc 0.D. p,rqe numirer(s) rvi t.h X 6roove_--0Lher tl.P.T, X 0.P,T,.-=_-0|-lict: AST}4 E-709 te:i.ecl and li:,Icd on llte I cri l"irlue oi- c,rch noncon- prefixed r'riili ,rn. '.i:'' ior e,rch noricon for-ni nq conc.ii i:i on. each tisi.cci ,0.D. ii-cn. ----.- The attached "Report on Maqnetic Particle Testinq-' form lists - In summation. no deficiencies were noted. Ixc'l rrrlinq ('lny itcnrs ol'n0nconfornr,rnce, Llro:e remaininq c0mponent vrcl/(5) iisi.ecl on thc at.Loched N.0.T. Certilic,rLion fornrs have been found in conf0rmance r'r'i .t.h thc sl.aLed wcltl quali l.y cri Leri;r, Vi:,rr,rI Inslrer:tions for nccnpl-ince of l:e:, gs(J ',/o)d:, are covcrcd in the "Visrr,rl In:,peclion" sccl.ion oi tlris reporl. prck.tgc. ioints those components which received testing. Arldi Lional i,,iornr,rtion Slrrel, Al.l.acii"rl INDEPENDENT TESTINC E INSPECNON SERVICES INC. 12084 VASEEN COURT CONIFER, COLONADO 80433 (303) 674-7560 REPoRT oF MAGNBTTC !4!!!qLE-m$Ixs Page 12 of 14 PROJ IlC T CLI EN'T RDI.IARKS -7rf!;' ,2.t I '/),.4_i;"i{!:a6^A&L: TIIIi STATEMI]N]'S IN TIIIS RECORD ARE CONDUCTBD IN ACCORDANCN WITII TIIE r N s p Fr c r o R - G-e-- t-f--g-j-s.'1r:'t * /rlf L EV n L o F Q u ^ L r F r c n r r oN -5L- - s rGN nD -),!.g-.p::t -!.!Lno4/:- rr I I s D^'n J-' 4 t:*l!!-- * / ^uruoRr znD Ry J2ztlfrl,:..y'J)o-n-"o',p/n': Ae-L**e*9- CLIIiNT I S CUSTO}INR NDDITIONNL CUSTOMER INIIORMATION I'I'IS JOB NO. A.-f'-fa/ 7 6 TESTING COHOUCTEO IN ACCORDANCE IdITII '- SJ_. /4,__X_- 2o 7 -.,h- -207 QUAT,ITY REQUIREMNNTS -f/ t't.,s . 2Z.t - -t:--l: -=!Q=_-= - /o 2'o rvpE or t^lulD I'ESTEDIIREQUENCY OF TESTING MAGNETIZATION CUnnf Wr-USliO ' lrC - PULSED ,DCrfvDli ntr rinnr pNlIlNT TJSI1D Ct..c. c{-tz o H f .'i2f'4AtrNH f I Zr\'1 IUN LUKf(!l\ t u.lr.'v TYPII oF EQUTPI1ENT usED aad{"4!J/=-[-iJ.-#4:it'1----- TYPE Otr TEST: WilT DRY - '---'-'-- LrsT oP PAITTS OR COMPONnNLS TllsTEI) l.iEr,DEllS lF_q_qu J QTY . r,lK. NO. L D. NO. ACC. F.EJ. 777;9 I, TIJE UNDiIRSIGNIiD, CI]RTITY TIIAT CORRECT AND THAT TIIE TDSTING WAS AFORI]MDNTIONED IlEQUI RDMIINTS . ITDPAIIIS ACC. liilJ MANUFN CTUR]]R CI,I ENT' S JOD .xz_ Zq_Ze-i--n-Ei;t, .ig--72.c'Ds:41a----y''-q".Zt- C . tt/ q.(-4)?1t zt t{/t,- '/),^ ez '"(. ai Lt_1- -/- q.-'-tt- (t'o- INDEPENDENT TESTINC E INSPECTION SERVICES INC. 12084 VASEEN COURT CONIFER. COLORADO 80433 (303)674-7560 Ri3PORT OF H qNBTrC-PARTICT,E TESTING PROJI'CT CL I DNT Trrs roB No. _o5i/26:-------lr4Tt ov rnsr -. ^ -Z1 t 1J U (J rr Lr\-r . r-'';) d / TI]STING CONDUCTIID IN AC FRI.;QUIJNCY OF TESTING TYPE OII I.IELD TESTI]D I,IST OT? PARTS OiT COMPONENTS TESTBD l.Dr.DEP.s !!-A_q_LLq rulauq QTY. r'rK. NO. I.D. NO. ACC. REJ. ncc. IIEJ. aZ_Ze____;_--Tirn o v-r nsr --2=e! {: -2-9- le-doRDANCu wrtrr /J,i, 7';z,-%- 2, a4 s Jlt__atrro. 2 -:'. .f_ --= --- _ = *----r--.4 ; lttrl'.1A RK S I , TIIE UNDERS IGNED, CERTI FY TTIN T CORRECT AND TIIAT TI]E TDSTING WAS AFORIIMENTI ONED RI]QUI RNMENTS . /.f- /a THE STATI]MIINTS IN TIIIS RECORD ARN CONDUCTIiD IN ACCORDANCN WlTI] TIIE [,EVEL Or gunl,IFICnTIoN 7. t i'r1 At44--{L.9^ CLIDNT'S CUSTOMI'R CUS'IOI'IER'S 1.D. NO. A D D r r r o N A L c u s r o m r F t n r o R N1 A T r o N - --l/.->Lg.- - MAGNETIZAT1ON CURRDNT USED: Aq PULSED llc * - rYprr oF DQu I PMBNr...usliD A<tf";T y"{ #+- -TYPII Of TEST: WET ' DRY " t--- Page 13 of 14 /-,,!:'!-. o/. --r'// 11 INDEPENDENT TESTINC T. INSPECTION SERMCES INC. I2084 VAST: I N Ct]TJRT coN rFI n. coLof]ADo u0,133 (303) 6 74-7560 LiST OF OUTSTANDING DISCREPANCIES Location: Golden Peak Base Facilitv_ _ Jobl/ Inspector:_ Georoe Schwuodt Page ate I ten llepor t ed Page 14 of 14 :_05219G Date: B-28-q6, : 3 of nn-goi.Lrg_ Date Level 179' at J.3 and 18 lines - Drecast wal I panel to concrete embed nlate fillet welded connection has one plate in l ieu of the required two due to misaliqnment of the ornbed plate connection B- 28- 96 Level 206' on 8.8 lino aonroximately 2' wes of 16 line - orecast double tee to Drecast wal I rranel connecti on not compl ete STITUCTUNAL. MECI.IANICAL NNO MATENIALS lESIING INDEiTEfID[fiT -ii:STINQ e' O N S P ECH }"*'"'""J ": E S I N b col.lll-l; ll. (;()l-onAt)o 00433 {30r) 074 7560 Project:Golden Peak Base Faci I itv Loc.rti on: S-hop InspectjonfZi.trtkor Indttstri ps inspec Lor :Bruce Eri ckson OBSERVATION R[PORT Client:-Xoechlein Consulti ITIS Job No. Also incluried in Lhis Di scrcp.rncics", 0.D.for e,rch p.rrle i ssuccl ,Specific us(']ge ol' thc Page I of 6 8-26-96 & : 0521 96 ila te : B- 27- q6 This report packaqe COntajns information concerning specific tests. and inspections of stiuctural stecl ureldinq, structur,rl boltinq, SLrttCl'tlral sprayed fireproofing ancJ/or nonrlestnrctuve testing. 0nly the form:' appropri a l"e to the i,ypes o l' i nspec Li onS clnd tes Ls condttctecl have been prepa red and a re encl osed . Tlic specif jc cri Loria ul-ilizcd in .jrrdginq the degrce oI con[ornancc for each at-ea of inspection is conl.ainecl on e.rclt indjvidual inspection forn. inspeclion pack.rqo may hc ITIS' "List of 0utstanrJ:nE Lisl". Tlre 0.D. Lis1. will be 69n5s6rr't:i vcl v nttntbered as will be t.he clel'icicnl; i l:enrs c.on t-a i necl in l'ht: l-i st' 0.0. l-isl. is contained in eoclr scci:ion' If there are an.y quesl:ions reqarding the c0nLent o1'this report, please feel free to contact ITIS at your convenience. ,\K"-*t{--/Z,g,r^(@ David L. Slrtrqeon,.. /Prcsi clent (-/ Ii' lDI:PEil D[tlT l'r:'TI]lA G I rrisvecrioN sERVTcES rr0 t 20,.1.1 vASr: F-N COt,lnT coNrr:I n, c:ol-onAoo 00.|J3 (:103) 074./560 Page 2 of 6 inspect0r: Bruce Eri cksOn ADDITIONAL INFORI4ATION B- 26-96 & ITIS Job No. 052196 Da te: 8-27-96 Thi s iorn con i.a ins addi ti onal inspccl;ion inlornrotion not speci l'ic,'rl ly covered ii'r 1:he prcparerj 1'orm.rts of i;esLjnq and jnsnections. A(ldi t'ion,rl inspections Addi t ional tesl:s X Addi tional information -=- The _qi_E_qlf9g_$9p ln:E_-cJign _L_qs_!!s*:ll$lho_s_e_l_a_!frggls! =- __.c_o1p_onglts whi ch rece i ved wel d qua 1 i ty veri f i cati on. llri_ri:t,t:NDLN I I LS.t-lhC t;Ns r'jrcr r o).:l:::u.,1:rs rfro coN C|l. (;()t.oI tAt rL) nu4:1.). (:toitl c r.t. /!(itj 5lt0P I N5t)t_cTl0N I 0c 5llil,T It.rge 3 _ot'_ 6 2.t365 3?54 cE Fe(c'l-\S.>_._.____. iTts Job No.v.L lCorrrponcnt I wol,r, I n_O C a tnltc rSinmY =l*_tl C o,- * ^'J -r--l_-_ Y +Y#-lr D;Tl+ rr:..-l-x _ Be x " lx _l--____L_-.jx---.-- tv I--_ , i---.--.._.-- l_.r_...'..-.-.- | -.--- I t' I --i.{ i\l : -__., .-..--1X--.--l.---_ { X_ lliLii-.1,1:i\Dl:t'i I l'IS-l lN(i Crfi,rc i-r,3}"::,,xj,cES r ric. o (;oN : C I t. (;t)t.oIrnt)Lt 00.1J:l. {,l0Jl 0/4 /5ti InspecLor: 5lt0t) [ l:,,.r-cri Fje ( C-1..5 o N\ IN5t'tCII0N t-0G Sil[[T l'aye -4 0l' --6=- ITIS Jolr No. : o-52r 3 G .--oatc :-eZkZb-e---. C onrrrre n l- s I tem Q ty.Markf Contponc n t V.I. Helds A-6 - "--_--t-;: lulnrcn. Canrbo r I Insn. I I t375 A hEn'nl ).' 2 I /3 a16 rl x 3 l3.| I 4 k 4 I t7LlBl lr .k 5 Y 6 I rzt-zB It )< 1 I t2?- SA ll n , /3s34.ll Y 9 lr 10 /33? Alt I I___l_ t? =i ll l4 l:) l6 t7 ry_ l9 ---t-- ----t-------t--- 70 ,rLI 11(-( (J ?4 25 ?6 (I l_l_ l___ I ZO 29 I 1n ; ;^- .t (. WII IUU r^;.: Dl:r-T;a)t,l I:n\nal:q,...lr-o' o cotJrT r 11. (:ol_ofl^llo 00a:l:l n0.1) 674.75rr0 lage 5 of RI;PONT OT N0ltDISTRUCTi Vi: TESTIIIG In:pecl"or:Bruce Eri ckson ITIS Joir No. : 052i96 Da [e : 8-26-96 Type ol' Connec{:ion r'csl.cd: of ,l'lc'l cl TesLccJ: i:illcL-Groovc X 6Lher--.--.-.-_--.- of TosL fcrl'ormerj : tl .T. 1,1.n.T. X D.P.T,-.---_ot,hct: icablc Cotlc or SLitntirrd: Pcrformcd in:Slrop X Ficlrl Frcqucncy ol' TcsLing;. 20 7l Provide n qencrnl sumnral;ion aI l"he c0mP0ncn[,: and vrelds atlachcd ll .i).T. Cerl.jf ical-ion reporl.(i), Also provide fonninq condition(r,) and s jtcci f.y 1.hc 0.0. j l.cnr trumbcr, f icld tcsl;inq 0r' an "5" for :hop l-cslinq, a:,:iqned to Al:0, incluclc tlie appropriill.e 0.|J. rr,rric numl;r-''1'(:,) r,ri Lh Typc Type /\pn I Test 1.est.eci and liq'c(J on thc I crj Liqrre o1' c,rclr noncon- prcl-ixcd t'rjl-h ;in t';" f-c1r- ei ch noncon Ioriri nq condiLion. each listetl 0.D, il.cm. Pl ate A|,lS Di.1-94 and Proiect Standards The attached ort of Maqnetic Particle Testinq" form Iists thore components which receiver magnetic particle testing. ti on. n deficiencies we noted an utsta condi ti ons remain. llxcludinq,rny il-em:, ol'n0nc0nfor-nr,rnce, those rcm,rininq componeni: vreld(s) listcd on the a tl:,tc.hcd N.0.T. CcrLi f icaLion forrrrs h,tve becn fovnd in con [orm,rncc vrith thc st.,rtcd rvcld qual i {.y c-ri1:eria. Vistral in:pecLions for accept,rnce oI t.c:,Lcd vrcld: arc c0vered in l-he "Vrsu.rl InspccLion" sr-"cLion ol tlrjs rcporI pack.tqn. /trlditi on,tl jnfornrlrl,ion 5lrqrl I irl l.,rclred o,lH#&?sfrHIi''.H?n? 12084 V^SEEN COURT coNrF Et1, coLoRAOo 80433 (303) 674'7560 REPORT OP MAGNETIC PA-RTTCLE Page TESl'ING 6of6 cLTENT -lKe6chlein Consultinq Enqineers 'IYP11 OF I]QUIPMI1NT USED A-e.K.eta- P Z,> ts r' TYPII Otr 'I'JIST: t{nT DRY MANUFACTURER CLlDNT.S JOB CUSTOMER,S I =/-lra\6 o tt- NO. /36L D. NO. CT.,I ENT' S CUS'fOT'INR NDDITIONNI, CUSTOMER INI"ORI'IATI ON ' oRrrrs Joll No' a52'l 1c ,i ii it ilX ". lli "u. r"dti^i. * nD^ Nc n t'J r r u j us s b /, | *^,iVili "J St*u tn'zn' QUAI.,rTY RDQUrRliMElll - ,,Vnl; Ou wnfO ruSfEO ...',rr"-,.-F}InQUIINCY OF TDSTING -. z-o 7' MACNIITI Zn TION CURRI)NT US$D I n C NUI,SDD DC QrY. l'rK. NO. I,TST OF I'ARTS !'lDT,DERS RESUi,TS r.D. NO. ncc. RilJ. r , TIII' UND]iRSIGNND, CERTI iIY TIIAT CORRECT AND T}INT TIIE TESTING I^IAS AFOREMBNTIONED REQUIREMENTS. SIGNI:D 2-o o ort coM t)oN r N_Ls_ fIiLqQ RDPA I RS ACC. RliJ.RDlVlARKS TI'ID STATEMENTS IN THIS RNCORD ARE CONDUCTID IN ACCORD^NCN I{ITIi TI{D I.,BVDL OF QUALI!'lCATION -[ rlf rs D^rrl "rl.t" 11 G - NUTIIOIlIZ)iD RY DAT II illD;-rri-:lirl,i:tll' Ti:STili(j ; I n slt.l,:?;l*;rvrcrs I :! c()l'Il-t l I \'c)t.orlAl r') 004:r:) (30 t) t, /a'75ti0 l'age J-o'' 3 Oiisillv^Ti0N R[PORT Clicn(.: Koechlein Consultinq Enqineers TTIS Job No. : -!-14-9-0-- Da Lc: 8-9-96 Loca L i on ; _5]1o_r:_l-n_frcS-ti_Q_V Zi11lo r iL:_{U5-|1rc.sProjec [:Gol den Peak Base Faci i i ty Inspectc,r:Bruce Eri ckson This re;iort p<rck.rqe coni:ains inl'0rnra(;ion conccrnincl spr:ci fic tests .rnd ins;recl: ior-.s ol' iLrrrctrrral stc.cl vre lci inq, structrrr.rl boli:inr; , s i.ruct.irra l silrr'lyec.i ii reproof i nq ancl/or n0nrlcs i.rrrctrrve te... t,i nq. 0n i.y Liio 'i'orins ('ippr'0pi'i,'il;,t 1.(') i.l'rc 1.ypes of in:-.,ncct,ions an,:i Ies'Ls con<lrrcl;cci irave bccn irroi)0i'pri (in(l ;trc enclosecl . cl-itei-'; .r r.i i: ilizccJ 'i n .ji;cir;ing Lhe tlnrji-en rr'i' coi'r i-o:-i;:ii;ce i'oi' 'i nipcc i- io;r i:i coriLa iirlii irri c,rch i nci i vi dria i in:,;ic;Li or, fo:':;. irlso:;'.;,riiicrl in I.njs in..,,peci.ion;i,ir':knril. ir;./ ire ;;;S' "l-isi: ci 0l;l-:,i:,'i;ici ::lE l i 5 c l'e :', -. ;r r: ies"., 0.D. i-i:.i.. iiic 0.i. i-i:,i. wili b (-" qni:rrtclii.': r,cl./ :t ir:'r i;e:',: f;lcrr r:;i; i ;,,t,ie ';SiUi-'rj ', aS v,rijl ilr: i.i,': rlr-:f iC i,:ni. ii.(,;t., COn i;,i;:,nrj iit i.iC liSi: , Spi-'cii':c iisacic oi'i,he 0.;. l_i5l; is c0nl:,rincd in c,tch scci;i0n. The s;rqc; li c each .i;-c,j oli if 1;hcre are ('r n.y rluesi:ionsfacl frce lo contact iTIS reclardincl the contenL of this report, piecrse aL your convenience. c l,'t v iri ,- . P re S i r:i,-. ;r i: S,l.trqrlril , i}i)i:PtNDliN f i-i'S;ri\;C ; o iNSTE',i:3):*llll;"'5 CONIf l:ll (:Ot.On^{lrl n0433 (3o1) 67n 7560 Paqe 2 of ADDITIONAL INFORMTIOTi inspcctoi':Bri.ice Iri ckson iTiS Job lio. 052196 Da le: B-9-96 -i;js io:i;l coni.,iins adti; Lional jnspecLion iniorination not spcc; i'ic;i l1y covereC ii-,thc prcpareci ior^;rai.s o{ i.es, linq,rnd inspect.i ons. /rddr' Li on,r'l i nspcctions Addi t ;ona I les Ls Addi tr o:ial in1'orirat.i on ___--tC_qlt-..q1e ci "!1qi?-_i!:pg!!l_o-1_!gg_!heqi.,, I .istr those f au.ri cated in sunrnr.rti on, no def icienc,es i./e rc noteo dnc no t/\rLJLorlL/i,r,, cond i ti ons rern,l'i n. oncni;s wh,cn rccc: veci lejcl qu.rl i1.y vt'i^i1.icat.ion. Ii'i\rt i)rhDIiYi- l-Esl-iltC C dN s I']i:c ll,Pll=lJ;[",icrs r N bCON : tr lt. (;()l,OtlAt)O 0O,1JJ. (:roJ) 0/4 /5('0 5liOP ii\SJr[C]t0N LOc Slt[[T (t:r, r^1 Ins1ector : E,eucE ELrc x top[ I,age_3__ of .3 iTIS Job No.:-e-el!3Q-_- 0a Lc ,_a=hZ/Iq_- ll.er- 1 QLv. 1 __Ma rk// /3 S^//l Contponen t V.I. Wel ds -^_; l;,;;;FK/t/nk /7 sstl ?t 355fr )( I (l t) t2A X ilpr v il 084. tllo tl A -'-Y' Cor /n 5 K_*__- Y 7 loK I I I ----l I -.---- --.--- I 10 il l 1')t(- -l I I_l _i I 10 ,! I,---__l_---_- I I---__l_ _._- I =-=--_t_____ I..-___t______ (J ttl li I -_- -j --__t -----j I I ._l Il INSr)ECTION SEiiVfCLS r :'0t|4 vASE FN COt,tlT cc)r.rrf (ll cot.onAI)o 00433 (3Or) 674 7!160 Paqe I oF 10 OB5[RVATION R[PORT Client. Koechlein Consultinq Engjneers ITIS Job Location: NO 052196 Date:B- 8- 96 Project : Qol den Peak Base F,rci I i ty Vail Col orado Insnector. GeorgeSchwandt This reporb p,rck,rge contoins inl'ormation concerrrinq specific tests. andinspeci.ions ol' structrrral stee.l weldinq, structrrral froltinq, structuraisprayed l'i r-eprool'inq and/0r nondestrtrctuve testing. 0nly the forrns appr0prratc l"o the l".ypes of inspections and tests concjuctcd have beenprepared anci are enclosed. The specjfic critcria ul.ilized in judging 1.he cJeciree oi'conl-orm,rnce for ecrch drea oI inspect;ion is conlo jnecJ on er]ch incl ivicliral inspect'i 0n form. ilic.o Al so incl rrrjed in 1his inspcction Discrcpancies"', 0. D. Li si. Thefor each p.rge issuecl , as w.i II heSpecific usaqe of tlre 0.D. Ljst iTi5' "Lisi. ol'Oiitstanci ing ire consecriLi vci.y numbercd j l.enrs cori l-a i ned i n the I i st- cilch seclion. paCk.rqe mlry bC 0.D, Lisl. viill t. he deiicienl-is cont,rined in If there are any questions regarding the conbent of this report, pleasefeel free to contact ITIS at your convenjence. David l-. President t u rgoon r n i"pEclr 5ri' i ,e o;'A,.l'','# I to.4 vn::t:t: N cofjnT oCONlrtn. COLOIIA()O 00413 -(:IoJ) 0 71,/s60 poc/e Z of i0 Job No. 052196 INITIAL slrop/FIELD Date: B-B-96 YERIFICATIONS OF ITELDING OPEMTIONS Y:tillcations pert'ornrecl -in: Shop__ [ielci_ XVeri f i cati on of con Forrnance t.o,_--_Ei-oT. r-g+uiA plr":J'e-Strla;la; ]f_i9]]owing i Lems concerninq welctinQ 0per.rtions have been veri I,ied by physicaltnspection or review of preparcd docunien (.att 0n, X Current welder qtra'l if ications anci cerl.if icaljon as app)icable1.0 the employed processes. ---- Ccrti l'ica1;.i ons ,rLt.rched ^ Cerl;i Fications on fi le wi th Gencral Contractor-- CerLi f ic,rtions on file wi t.h F,rbric.rLor Veri l.ication ol. we.l dinq gea1,1l6ables to lle ut.i j izccl inrvnlrlinq opera tions Veri f ic.rl;ion ol. welcl inq pr_ocerlurcs Verif.i cation oI wclrJing sequence - Attachecl _-Verifica[ion oi- di:,i;ortion conl.rol - A l- La ched VerificaLion 01. c0n.f0rnr,.tnce ol. pr0pcrserl vrel d .joinl rvi t.hprequ.r) i f i ed s l;,t l.rrs Veri ficaLion of conformancc ol' proposecl wel cj .joini.s wi i.houtpr0-qrrrrr.i fied stat,us buL wirh adequate clocumentation ofqual i fication -- l.J.P.S. trnd p.q.R, attaclrcd for Engineering review 0ther i nspec ti ons or concerns : RocP.y Mountain precast welders. OnTTTENDENT rusrtn$ INSPECTION SERV]CES II\C. I 2084 VAS F I N] CO U llT coNll ER, COLOnADO 80433 (303) 674'7560 FITLD INSPICTION REPORT FORM INITIAL VISUAL INSPICTION OF I,IELDING Georqe Schwandt ITIS Job No. 052i96 Page Date: B-B-96 fie: colunin, be-n, girdcr, n:onent As recorded below t0 Field l.lade Welds: X Shop llade l,/elds: Type of Wel ds inspected: Fi l le1-s X Groove 0ther Inspector: Level or El ev,rti on: Grid Iine location(s) Inspected Wei d sltrds, elc. ): Type of Cornponent Containinq the rveld, enbed, cold fornrecl , nretai Appl i cabl e Code or S land.r rd :Ar/S D1. 1-94 and Pro.iect Standards AREAS OF INSPECT]C]N F o u n d a t i o n l3yel-p-1erg$-1|| elIal I -p-U q l5-19-!9-Lq3ft-snl-b e d dcomlr"rssrng-ile areaOlT inspec-tion or tcsti: 0n K ^'1 -1-l-./ror line froni 12 to 13.5lines. on J.4 to K from 1l - 12.2. ,'rnd on i3.5 I ine from E.4 - H.2 lines rovicje a cri ti quc of noterj conditions ol' nonconf0rmance. Also tnc ucle the Ati..rch appr-0- inepri.rte, ,.t ssi !lned "F,' t'ef ercncccl 0. D. Li s1 . pref ixed 0.D. iLem nttnrber and 0.0. p.rqe ntrnber. None noted Level or Elevation: Foundation to Level 19i'P_t _Ug-l_l_.pg.le! tg PC wall--p-3-[9-l-9- Grid iine location(sJ nspect-r'on or Lcsts:0nK l ine from 12 - i3.5 lines, J.4 to K and 11 - 12 l ines, and on 1.35 line from E.4 -'I nes Pr-ovl cie a criTj quc ;n0tec con tions ol'noncon[0rmance. Also incltrde the aDpro- pri ate,,']ssi c;necj "F" re'f crcncerl 0. D. l--; sl. p refi xecl 0.D. .i tem number and 0.0' ll,rqc ntrmher' Attach the At one niarked location on K I ine and at tvro .--!.rke-d--lqc-q-[o1s-o1-]*3-,5-l Lne,_-t-lie-Z{" feryIL l1'l]]9-q-Yeihqq-d ppsi tl o1!1i1 ----!-q+!eil-c-Ql!rp-(t,ecl-.-j|-Lsla-L-!-ee_!-el!ered qn_-!h- a!-!iqe,d-0,-i).-L,Lqt qi-,]-!q-lt Lcvel or El cvat.i on: Grid line location(sl I ine from E.4 enc0mpassr ng- K lines Level 191'S leel hanuch to concrete enbed pl ates t.lie ;i'ct(T)n-f-lnstec l.iali-or' tcs Ls :0n 1i Provide a critique of noted condjtions of nonconformance.so incl ude the ailcro- referenccd 0.0. Li st.0n ll line from F.4 to F.8 l ine, six haunches - have been re_illcte@icaT-flille-t weTA-;ite. TIJs-Tas been entered on the attached 0.D. Iist as item F-2. Rcrna jning conrlii.ions nol: l isl"ed as 0.D. i Lenrs werc f oLrnd conl'ortninq 1.o t-he st,rted criteri .r. priate, assigned "F" prefixed 0.0. item nrrmber and 0.D. p.rge nrrmbcr. Attach ihe ,fgry*Klnili'?E '.1084 v^st Ifr coljn I coN I r I n. col.onAI]O 804 3:l (:103) 674-7560 FIELD INSPTCTI0N RI:P0RT F0Rl'l INiTIAL VISUAL INSPECTION OF I./ELDING Inspector:Georqe Schwandt ITIS Job No. 052196 D,rte: B-B*96 Field l'lade welds: X Shop i'1ade welds: Type ol' Wel ds inspecte?:---Fi ftEs X Groove 0ther Type of Conrponent Contajninq the tnspectcC tlelO-T-je: column., Lream, gircler, moment rveld, embcd, cold formed, nrcLal st.rrds, e t.c. ): As recorded -bg]-ayAppi i cah) e Code or Standard: /|,JS 0!. L9lqnd__P'lSJ_e{_,,s$ndards ARTAS 0F INSPi:CTi0N Level 191'PC T beams to PC columns Page of 10 Levcl Grid 1 nlj t or El ev,.rti on : ine 'l ocation(s)lines and 11 - encompd ssl3 lines e area ls nspect on or Lcsts:4toK . ___ll_^ ulgpig] e ._I_l J_!!Lqg_g_n -e!l Level or El ev.rti on : Leve'l 191 ' PC doubl e tees to PC wsll _AUtsl5__and_ja-l_L-pl]1S Grici line location(sTcrrcomp,rs-sins-TIe arca-fs]-o[-rrspectTon oi treits: 0n i1 'I ine E.4 to J.4 Iines, on K line 12 - 13.5 lines, J.4 to K and 11 - 12 lines, Fl.otli6;-T;i-ti c(/e ol notecjco"rtl-ti ora of noncor, rorn'ance.59 i nc luclc t.hc alirrc- priate, assiqned "F" prefixed 0.0. j tenr nutnhe r and 0.D. p,rqe nuntber. ALl.och the re[erence<l 0.D. L.jsl At J.4,rnd 13 lines the fillet welded connecticrn le1.e. This has becn entered on the attachcd 0.D. List- as 'i tem anc on IJ.ne 1.4 to H.Z lines Prot-i?e- priate, ii,siqned "fr" prel-ixed 0,11 . ilem nurnbcr,rnd 0.0. paqe numbcr. At,t.ach the reIcrcncecl 0.D. l-isL.{ t y l . _q $_l l -!__! n3_s_ -_o_r1.e'-_fi _l _l g-tl,tg_l_d_e_d_c-o,i1-l1e_c-t-t-o-nis incornnlptp. This has been entered on the attached 0.D. List as itent. ' _t_:_: Ll:::i Ft 4. Level or tleval-ion: Level 19i' PC double tees to PC colum Gri d I i ne I o c a t i on ( s)-e rr c onrr,a *ln cJ t h=e a rfi-Gl-oT--fn s-pc cT-i on o i--' Level il eva l- ion :191' pcction or tcsLs: umn s 0n l2 and 13 lines E.4 to H.2 l ines Provide a critiquc of noted conditions o1' nonconformance . A 50 I nc n unrbc r . ude Ine Att,rch aDpr0- thepriate, assigned "F" prel'ixed 0.D. item numbcr and 0.D. page referenced 0.D. List. None noted Rcmaining conditions not Iisl.ed ,']s, 0.D. i Lenrs r.rcrc [oLrncl conforminq to the st.rtcd cri t.eri a . OprpeNDENr rusrin1} iNSPECTION SERVICES iNC. 1208,1 vASEt-N coi-ln1 coN tFI: n, coLol-r^Do 80a33 (30:l) 6 i 4'7560 FIiLD INSPECT](]N R[P()RT FORI,l iNITIAL VISUAI- ]NSPECTION OF l{ELDING Inspect.cd tlel strrds, el:c. ): Pa ge 10of Inspector: Georqe Schwandt llade l{e'l ds:Shop l1.rde l,ields: of '*'el ds lnspecl-cd: Fi I I els X Groove 0l.her ITIS Job No. 052196 Date: 8-B-96 d-fi;l colLlmn, bcanr, girdcr, tnoment Field TYpe Type wcl d, Appl i of Conrponent. Containinq 1.he enrbed. col d formecl , nretal c,rltl e Code or Sl.and,rrd: Level 191' As recorded below AWS Dl. 1-94 and Proiect Standards ARIAS OF INSPECTION PC double tees to PC T beamsLevel or il ev.rti on : Gri d I ine loc.rtion( and 13 lines s ) cnconpr ssr ng H.2 - K the arca(s inspeci.on or tcsts:n12 rovide ,r cri tiquc o I nol,ed con 'i 1.ions ol' noticon Iornrance D. i l-em numhor and 0. D. None noteci . Al pa qe so r nc n uir:lte r. e the /t l1-ach appro- thepri,rte, assiqned "F" reIercnced 0.D. List prefixed 0. Level or ilevation: Level 191' PC wall oanels to PC vrall panels Grid line local-ion(slffi-nT-lnspeaTlon or tetTs: --- 0. K - line 12 - 13.5.iJ.4 to K and 1I - 12 lines. and on 13.5 line E.4 to H.2 Pt^ovi de a cri ti qrrc o no1-ed condi tions ol' rroncon f ornlancc.so incl nrriillCl'. ude tlie Alt,rch appr0- thepri,rte,,-rssic;ncd "F" rc't,'cnccd 0. D. I-isf . prel-ixed 0.0. i1-em nunrbcr,rnd 0.D. pacle llone notccl Levcl Grid or Eler,,rt.ion: li nc local.ion( and 11 - 13. Level 191'PC double tees to PC double tees sTEcnnrr,ris-i n^ ihn rr.^11.i ^f;.<nnclinn nr tn<lq'r! L||t oru \)/ ut r||rl,\-L E.4 to K 5 I ines Provide a cri tique o condi ti 0ns oli nonc0nf orin,lnce.priate, rlSSigned "F" re [erenccd 0. D. Li s t: xed 0.D. itenr number and 0.D. p,rge rr unbe r .Attach note pre l'i so incl udc thc appr0- the None noted Renra i n i cri teri ng conditions not lisLed as 0.D a. il.enrs tvere found conl'oririnq to l;he slatcd flbrpnnrDENr rEsrlu<p 1 2084 VASI T f'l coutrl c.-)N I i: t: n, c;ol. orl^ilo 80433 (ilOil) Gia 7ir60 P,r ge FIILD INSPICTION RI:P()RT F()RM INITiAL V] SUAL INSPICTION OF NELDING I nspec tor:Georqe Schwandt ITIS Job No. __9!2_!95_ Dat.e; 8-8-96 Fi el d ll.ide l,lel ds:Shop llaclc l./elds: Type oi l{clds Inspec-Lccl :ec- Lccl : Fillets X Groovc 0i.her ol' Conrponcnt Cont,iininq Llte In:'pccnsnc,ctect ttcl d-fiE col t/nrn , l)canl , Ei rrler ' n]0m0n cnrbecl , colci fornreri , nrctal stucls., ct.c. ):As recorded below Applicablc Cocle or Standarrl :Ar,rs D1. i-94 and Pi'o.i ect Stano rds Level or []eval.ion: Level 206' iI.{SPECTIOIj SERMCES INC. ARIAS OF INSPECTION PC double tees to PC T beams l0ol' T)'p e wel d, Grid l ine locat,ion(s) cri;Ompasraffiq Lire a;e tti)-ainspccLiorl 0i- tcsLs:0n 12 and 13 lines E.4 - K fl-^,,;.1^ . --i t-;..,.^ .,FI f uvrt.ru (| \.r rLrtl(rr rtl noted-conOiaioni oi noncon[grntance. /il so tnc u0e t.nc A i-t.rch appr0- thepri ,rtcr rrssiqned "F' lc [ere ncerl 0. D. l.i s i.. pref ixcrl 0.D. i I.etn nrtntbcr ancl 0'D. paqe nt;trbcl"' llone no ted Level or Elevation: Lcvel 206 PC double tees to concrete embed-plates and hair pins Grid tine tocation(t'e;conrthsjns-tl* o=.aTrftr;rrtr*.tion-FT-eilii- On tT' line E.4 - J.4 lines I rovi de a cri t. i qrrc cr noied condi Iions of noncon f0rnlance.50 I nc udn t.he apl)r0- ihepri.rLo, assicined "F" ''f |c -nne crr 0.:t . l-i:,t . pre f i xed 0. ll . i l.cm nuntbe r ancl 0. D. pa qe nt/nlber.Al. l.ach fJone n otcrJ Leve l Gri o I rrr i: Cv,r i.r on : rnc locai-ron( linc l? - 13 Level 206' Pc rjoubl e tees to P{ r'ral I p419-l s- arLd lairpi rrs- sllrioli'rila5-5rng r.ir"-a,:caC)- oi-rriip-n-l iorr o,: lr':'11': . -0n-K-- and J.4 to K and 11 - l2 lines noi.e.d condLiions 0t nonconTorrn,rnce. Also incltrde l'he 'lirpi^o-pref ixecl 0.0. i tem nttnlter and 0.D. paqe nltnrbcr. /rl.L'rch 1'hc Provide a cri 1-ique ol- pri.r1.e, .rssiclned "F" rel'crcnced 0.D. Li st..None noted Rnma in inq condi l.i ons crrLari.r. nol. I isl.orl ,ts 0.l-) . il.onts t'tnre [otrnd con[orrrinq to t'he sl'ated to.o.NDENT , rsrlnG INSPECT]ON SERVICES INC. 12rl84 vA:if EN col.lllT coNlf En, coLOnADO 804:13 (1103) 674-7560 Pa ge of FIEI-D INSPICTION R[PORT FORM ]NITIAL VISUAL ]NSPICTION OF 1'lELDiNG I nspector:ITiS Job No. 052196 Date: B-B-96 Type ol'i,/elds Inspecl-ed: Fillet.s X Shop ll.rde f{elcls: Groove 01.her Field llade l,lelcl s: Tvpe of Componenl. Containinq 1.he tnspccted l,leld-1rc: coluntn, ['reair, girder' nronte;t wcl d. enbed, col d f ormed, me l"a1 studs, etc. ) :As recorded below Appl i cabl e Codc or 5tanclarcl : ___^!5__Q_1,!9L and Proje::_L-,"tan_sl_qrds ARIAS OF iNSPICTIC)N Level or El eva t i on : Level 206 lc_ryqlJlan_e_l_slo_P_C_!31-l_XiX_el!---..--Grid line loc.rLion(s)gnc.orlpa-ssfn,f -Ine aicafi) tri inspccl,ion or tcsts: -o-n-X-line 12 - 13.5 and J.4 to K and 11 ' 1Z 1i n o'.-o- rf c c, n ctit. i orrs -o f n o n c o n -, 0 rm,l. c e . - n, 10 lrovide rr crjl.jcirtc ofpriate, <1 s:,iqncd "F" rcfercnccd [r. i]. i.r si.. prcl-i,t:ecl 0.11 . 1l-em nttntlrer and 0'D. p.rqe so i ncl nunrlter. udc t.he rtppro- A tt,rch t.he Nonc no led Schwandt Level 206' PC double tees to PC double teesLevel .or Elev,rtion: Gri d line 1oca1:ion(stoKandil-encompassl ng 13 I ines the ar-ca(s rnspecl"ton or tes E.4 Provide,r critiqrre ol' ^-i"!-^ .."i,,-^.t "rt,l,r I o Lr: r (r))i\l'r\i\l ro f rrcnceri 0. 1. i- i s i. l). il-enr nlrrnber,rnd 0.0. paqe None noted no i.crl cort i t.iorts ctf rroncon[orn;nrce.so i nc I nrtnrl:cr. rrdC i-ne A1. l-ach dl)ilr0- theirrciixccl 0. Lcvei or Grid line 13 il eva l. ion : local.ion(sl I i nes from encornirassr n9 E.4 - K Level 206 PC T bcams to PC col u'rtns Lhe rtrc<r I s of tnspccLlon or tes ls:0n 12 and Provide a criLiqtre o1' priate,.rssigncd "F" refcrcnced 0.D. Lisl: . ;oGE- connTi-i on s o i nc,nrconTo-rm,rnffi prefixed 0.D. il.em nunrher and 0.D. p,rge ntrmber' Attach the None noted Remaininq concl i t jons not lisl.cd as 0.0. i t.enri werc f otrnd confornring to t.he sl.at.ed cri l-cri .r. INDEPENDENT TESTINCO INSPECTION SERVICES INC. 1 208,1 vASt E N COU n r coNrFEn. c.oLonADo B04 33 i303) 6 74 -7 560 Page 8 of 10 LIST OIJ OUTSTANDING DISCREPANCIES Location: Golden !€ak Base Faci I j tylVaj I Job#: 052196 Date : 8-8-96 lnspector: Georqe Schwandt page:of 0n-goinq I tem t Date t six steel haunchcs to concret lates - deficient vertical f Level 191' at J.4 13 lines - PC T to PC column connection incompl6t Level 191' a! J.4 and 13.5 lines - pC double tee to PC wall panel fillet welcled connectio i ncompl e te STNUCTUNAL, MECIIANICAL AND MATENINLS TESTING INDEPET'iDENT TESTING t' 11004 VASf I: N COUnT coN rr En. cL)t.ofl^oo 0041:i (r0J) 074.7560 RIPORT Ot: IIONDISTRUCTIYT TESTING inspcctor: Georqe Schwandt ITIS Job No.: Typc o f Cornccti on Tes l"ed : Typc of ,l'iclcl Tcs [ed: Fi I ,l e t X Groove-0thcr Typc of Tcsl- PcrforncrJ: U.T.-- l4.P.T. X D.P,T.---0thcr Ailn'l i c.'rbl c Codc or Standard ASTM E-709 Tcst Pcrformcd in: Shop-Field X Frcqucncy of Testing: 10 I ProviCc a gencral sumrirtltion ol'the componcnts and vre'l ds tesled ond ,rttachcd N. D. T. Certi l'ication reporL(s). Al so provide a cri tictuc forrninq conditjon(s) and spccify thc 0.0. jtcnr number, prcfixcci vri ficld tcs'iiD! or irr-, "5".i'or shop tcstin!r i55igned to e('lch noncon Also, jnclude thc a2propr"iaLc 0.D. pagc nunrber(s) vrith cach listcd $irrcltoN sERVtcES lNC. O 052196 Poge 9 of'IO Da 1"e :8- 8- 96 I i stcd o1'each th an fo rn; inq 0.D. i 0n i,ne n0nc0n- "F" for condiLion. I cnr. The atl"ached "Report cle Testinq" .Form lists those components which and inspection txcludjnq any itcnrs of n0nc0nfornrirnce, th0se rcmaining componcnt r'reld(s) tisted on thc att,rchcd N,D.T. CcrtificaLion forns have becn found in conform.rnce rvith thc slatecl weld quality critcria. Vjsual InspccLions for 0cccpt,rnce ol'tested vrelds ,lrc covercd in tllc "Visu,rl Inspr:cIion" sccLjon ol'this rcporL packirgc. Addi Ljonal Infornr,rtron ShecL Al"l..rchcd fiououNDENr ,rr'n?" INSPECIION SERVICES iNC. 12084 VASEEN COURT CONIFE R. COLORAOO 80433 (303)674-7560 Page I0 of 10 RBPORT OF MNGNBTIC PARTICLtr TESTING /)^vv/// PROJ ECT .ltloaa-{*<,edu-CLIDNT l(.,.rA ler.rC],IENT'S CUST'OI'18R ADDlTIONAL CUS?OMEtr ttrt"gf$tnYiotl euAlrTry RE,eurRitr'iuNTS F.al, S FREQUDNCY OF TESTING /A ?o TYPE OI' t^lDi,D 'i'ESTr;l) MA6NDTIZNTION CURRDNT USED: NC PI.'I,SDD DC "../'rypn orr lrgur pi\1cNr usED __&4:*n saJ,ar__JdLr___TYPD OF TEST: I^,ET , onY U,-.. MANUr^cru n"n Ro-fe.t 9r*. {le.otf CLIDNT'S JOB NO. _d ftLL_ CUSToMDR's r.D. No. ,2,//) rTrs JoD No. QJd/76_ DATE Ol: rlrsr --?_-g_:26_T li sr r NG cor.l nu cr r o ill -ncto-n un l.ic n v.r r r u ES_ZlzZ__g - z * I,IST O}' PARTS OIt COMPONNNTS TESTND OTY, IlK I.IDLDIRS RNSULl'S RIPAIRS n'O. r.D. nO. nCC. nru. ACC-'. ftii.REi4n RiiS THE STATEMIINTS IN TIIIS RIiCORD ARE CONDUCT]]D IN ACCOIIDANCD WITII TIJiJ I, TI{E UNDDRSIGNED, CEITTIFY TIIAT CORRECT AND TIIAT TIJR TDSTING WNS AiToRIiMDNTIONED REQUIREMENTS. rNspEcToR (', e "r3 e- Sr=_h!!_g=^,Jt_ r.,DVnr, orr eun r.,rrrcArroN 7- /"rrr- f3 4./il )2 n.{- 00 -0 ft ,/sIGNlrD At_aLt/_L_.1,yr"".^/J"^ Tltrs D^r,t _e4-4 {" nurnon r z oo rK gqtr ".*/_l,lt;_*,<<.r,ryr.)h)nrn _ "'t/: (30:1) 674.75C0 P,rge 1 of 4 OBSERVATiON REPORT Cl i ent:Koechl ei n Consu'l ti ng Encti neers ITIS Job 11e.; 052196 p61s. 8-6-96 Projec | :Gol den Peak Faci I i tv (hnn Tncrro6tiOn/ZimkOr IndUStrieSL0catl Inspector:Bruce Iri ckson This report package contrrins information concerning specific tests. and inspections of structural steel we'l dinq, struclural boltinq, structural sprayed fireproofinq and/or nondestructuve testing. 0n1y the forms appropriate to the types of inspections and tests conducted have been prep<rred and are enclosed. The spccific critcria ul"ilizcd in jurlqing the degree of conl'ormance for each.rrea of inspection is contained on each'i ndiv'i du.rl inspecti0n form. Also included in this inspecl.ion Discrcpancies"., 0.D. Li:.,,{:. The'l'or e.ich p,-rc1c i ssued, ,ts vli I I he Speciiic ris(''qe of t:he 0.D. Lisi package nray fre ITIS' "Lisl o1'0utst..rndinq 0. D. Li st wi I I bc consecrrl.i vely nunbcred the deficienl itcns cont.rincci in bhe Iisi. i s contcr i ned i n each srrct ion. If there feel free are any qtrestions regarding the contcnt of this report, please to contact I'IIS at your convenience. S l; u rc;eo^t:*David L. FresicJent INDEPENDENT TESTIi'{C & frnrsnecrroN sERVicEs tNf Inspector:Bruce Erickson This [orn contains add'i tional inspcct.i on information the prepared formats of testinq and insoect.i ons. 12084 VASEEN COUNI coNtFEn. colon^oo 80433 (303) 674-7560 Page of ADDITIONAL INFORI{ATION ITIS Job No.052196 Date:8- 6- 96 not speci l'i cal Iy covered i n Addjtjonal jnspections Additional tests Addtional information T h _e_ jl. t a r [q d._! h o]2_! sr_e qt i 9L Lq-s S h e_e.Lslj r r!l!s rylqlrisslc d --cimpq!_en -!sUiq[_re_qe_]_y_e_d__!q1_sl_s_qrrlijy__ye-trlu3l]!L In sunrmati0n, no deficiencies were noted and no outstandin condi t.i ons rematn. q xy,,Et?H$ T; [$,? ! i' YJI 1 ?004 vASEEN COt,ni coNtr:Fn. cor.onAo() R0{33 {303) 674.7560 SHOP INSPECTION LOG S}IEET tt t-Zt Page .. 3 of 4- Inspector:.[L.gE-k-g!!-L*"{d--- ITIS Job No. : o.iAt76 -- 0ate :-es/ea/3k--. Ins NDT I I I __.*_._t__---__ irii-a- -:--4!ilt t, /Noil -1___ __I Dimen. ---i 9grle4s I i .-.Q.!v,- | -Mark//Comironen t I i /i'/bc- 17 ', , l. r'/l An i ^ INDEI)ENDEN r' 'iESl-lNC D lnr s nrcffi )f5Ty,c ES I r\O coN rfj E 11, (jclLonAoo 80433 (303) 674 7500 t:l/ ^I J'o/-. sI]OP INSPICTION LOG SHEET Page -4-- of .--4- I n s pector : -B-sa*g.fu-.-_* I T I S Job No . : o 6 Llq b - Da te ; --eafe^r.-]J-!e--. Dimen. A-6 Canbe r ins Comnren t s i I Cornnonent ___.-1 INDI:PLNDEN f TLS I ING &j IN s nEC ;lfi lrifi ^ffi:::' 5 (30]) 674.7560 Page I of OBSIRVATION REPORT Cl ient. Koech'l ein Consultinq Enqineers ITIS Job ye. ; 05219!rr-+^. 7-?l-OAUOLlj. ' vr Jv Project :_ Golden Peak Loca t,i on : Zimkor Industries/Shop Intpection Inspector:Bruce Eri ckson This report pack,:ge contrrins information concerning specific tests andinspections of structural steel welding, structrtrai bolting, structural sprayed fireproofing and,/or nondestructuve testing. 0n1.y the forms appropriate l.o t.he types of inspections and tests conducted have been prepa red .1nd are enc losed. The specific criberi cr ul.iljzed in judcing the degree of conformance for each area 0.f inspcctjon js contained on cach jndivjdual inspect.iorrForm. /il so j ncl uded i n Lhi s i nspecti onDiscrepancies", 0.D. List. Thcfor e.rch pa5ie i s:.rre6l , as vrill bc Speci fi c usagc of Lher 0. D, Li s t. I T IS' "Li st of 0utstandi ng be consecrrtively numbered i l-cnrs conia ined i n the I i st. cach sec li on. package m,ry be 0.D. List will l:hc del'icientis conLaincd in any questions regarding the contact ITIS at your conveni content of thjs report, please ence. David L. Sturgeon Presj dent I D{DI:PLIYDENT TESIING S o rNsPECrroN SERVICES ib coNtFt. n. coLORA0o 80433 (303) 674.7560 Page Z of 6 ADDITIONAL INFORMATION Inspector:Bruce Eri ckson ITIS Job No. 052196 Date: 7-31-96 This fornr contains additional inspection infornration not specifical ly covered inthe prepared fornrats ol. testinq and jnsnoel,ions Additional inspections Add i l"ional tests Additional information The attached "!hop Inspection Loq Sheets,, lists those fabri catedqrcIli$i lr Igt e 11el_wt]_d_ j u q_lIyJgI1| i c a t i o n . The attached "Reppr!_qr_rg!!estructive Testins" Iists those fabricated qglpolsnts which received y verification useinq nondestructiv testinq. ummati on no deficiencies noted and no outstandin cond i ti on s remain. o,,li}??tffifislfi[li?o I100,1 vASEEN counT coNrFEF, COLOHADO 00433 (303) 674.7 500 SIJOP iNSPECTION LOG SHETT Page 3 of -.€ -Inspector'-.t,er:o<-&,+-<lstN ITIS Job No, :*o:5&f-?j* -- Date:oilil hL Ilen I Compone n t V,I. l,Jelds ,1- (] Dimen, Camber Ins NDT Comments :f-,-u-):s:rllc!Il--. fll,;t,#?t-DFt---] ttu .--t .,ii:?E[!i3,tt';ff"#$ft 1 ?0s,1 vASEE N CoUfl r coNlrE n. ()ot.oFAoo 80433 (303) 6i4 '7500 SI{OP ]NSPECTION LOG SHEET Pnge----4- of -.'6- Inspector l Bcu+.q E^t'te-Ks'-il .- IT]S Job No. i aA&l1G--. Pu1"r-"+ltt l?h Connre n t s L___ili i23 24 30 JI .Lt Comnone n t l--:-:--_ - - INDEI)ENDENT TESTI)iC O SsprcloN sERVIcES L\O l20n.l vAs[ [ N co\JnT coNtT[ n, cc)LonADo 00.1] 3 (J0l ) 674 75G0 Pagc 5 ol' 6 Rl:P0RT 0F I'IONDISTRUCTI VI TESTI IIC in:''pcctor:Bruce Eri ckson ITIS Job No. : 052196 Date: 7-3i-96 Typc oi Conncclion Tcsted: Fin olates. base metal repair l-ypc of ,l,iclcJ TcsLcd: Fillct X Groove-0Lhcr La"se metal repair Type of Tcst t)erl'ormecJ: U.T.-- l\,1,P.T.- X D.p.T.--_0Lher_- Apnl icablc Code or 5tandard:iiWS D1.1-94. Section B TcsL Pcrformcd in: Shop X Field Frequcncy of Tes ti ng : 100 tr Provicie a gcncral summai;ion o1'thc componcnts and wclds atLoched N.D.T. Ceri.ificaLion reporL(s). A'1 so providc 1'orrninq conci 'i tion(s) and specify Lhc 0.0, itenr nu;nltsr,fiald tcstjnq 0i. nn "S" f0r slrop te:,tjng, as:igned to /t1so, include the approprjatc 0.D.naqe number(s) vrith tesLcd ond ris'[cd on Litc .r cri ticluc ol' e!'lch noncon- prcli>rcd r,r'i l-h an "F" for circl'r nonconfornii nq condi l-i on. cach I istaci 0. D. i tcn. The attached "Report of llagnetic Particle Test,ing of Welds" form- i sts tho onents whi ch cei ved wel d In s umma ti on no deficiencies were observed. Excludinq ('tny itcms of n0nc0nf0rmdncc, those rcmaininq component wcld(s) tls'Led on thc otL.rchcd N.D.T. Certi l'ication fornrs hove becn found in conformflncc rvjth the st,ited tvcld quality cril-eria. Vjsual Inspections for Jcceptancc of tested vrelds tll'C C0vcrcd in tlrc "Vjsuol Inspecl-i0n" sccIion of tiris roport pack,r!e, Acidition.rl Tnfornr;rtion Shcct Atl"achcd lno*oENDENT TT*rtft * iNSPECTION SERViCES INC. 12084 VASEEN OOUBT coN I F€R, "Otoq4D6 eoa33(303)074-7560 Page 6 of 6 Ra.EgRT qE HI'GNETIC- PAAUCLE -TEgrINq 7tmKocZ,4l,Itt.PRoJEcr Garle- )e-e CLIENf *.rneraa-.-- - CLlENTIS CUSTOMER ADDIT]ONAL CUSTOMER INFORI-IATION LTIE JOB No. oSzlqU MANUFACTURER CLIENf'S JOB CUSTOMER'S I. No. -J?qL-D. NO. issrrHo coi.toul'ffin.r, l.J() r I QUALITY REQUIRLIIIENTS )aoVr.c; Slltg.)adi:--= ---====- *-=-=- inaQunucv oF rnsrrNc ffiG -'--= TvPB or$ wELD TESTED E+g/-Ads" Llsr gr p^Blq .qR- gel'lpryslrq-tEErBp VJEI,,DERS QrY. r'tl(. No. I . D. NO. RE6UI/TS ACC. REJ. NEPAIRS[m.'ffii.REMARK6 I , TI{E UNDNRSIGNED, CEItl'IFY THAT CORRECT AND THAT THE TESTING WAS AI'.ON.EMENTI ONED REQU IREMI]NT.S . INSPECTOR S IGN ED I I I TIJE STATEI'IENTS IN TIJIS RNCORD ARE CONDUCfED IN ACCORDANCE T.IIIH THE LEVEL oF euALrrrcArroN -fr- rHls DArn --:-"*l3A-- ^UT}IOR] ZIiD IJY DATE fTITJI:'-ET-TIT ETTI TE.) I II'I\J (J o' n' n'":;ifi [ffi [{,',::' b (30;l) 074.7560 Paqe 1 of 3 OBSERVATION REPORT Client: Koechlein Consultjng Engineers ITIS Job No.: 052196 DaLe: 7-24-96 Project: Golden Peak Locatjon: -_Zinrlq1-lndustrjes/Shop Inspection inspector : Georqe Schwandt This report p.rckage cont.r'i ns information concerning specific tests andinspections of structural steel wclding, structural bol ting, structural sprayed l'ireproofing and,/or nondestructuve test.ing. 0nly the forms appropriate to the types of inspections and tests conducted have been prepared and are enclosed. The speci l'ic criteria utilizccl in jtrdqing lhe deqree 0l' c0nform.rnce for each area ol' inspection is contained on each individu.rl inspect.i on forn. Also incjuded in this Di scrcpancies'' , 0. D.for e.rch page i ssuec.l , Speci l'i c us(tge of the Presiclcnl. i nspec ti on pack.rqe may beList. The 0.D. List vrill as v:il1 be the deficient 0.D. List is conL.rined in iTIS' "Lisi. of 0utstanc;ng be consecutively nunhered itcms coni.ainecl -i n the Iist. ectch scction. If there ('lre any questions regarding the content of this report, p)easefeel free to contact ITIS at your convenience. A"-*H&ua v r(i L. 5 Lt,rqeon /,' ,/ INDEPEITDL.NI- T l:Sl-in(i Uj rfi sPrtll,:il.:::y.!tt' 5 corrrr,r 11. (l()t-ot lA0o 00,t:1il (iIt)'J) f''7a 7560 Fage Z ol" 3 SI'IOP IIISP[CTIc)N REPORT FORI{ iNITIAL VISIIAL INSPICTIONS OF }i[LI]ING inspcclor: Georqe Schwandt ITIS Job 11e. ; 052196 ;111p; 7-24-96 Fiel d l.lacle l,/cl cJ s: Shop Hadc }{el cl s: X T.'/rre oi l'Jelds Inspectecl : Fillets X - Groovc X Other T.ype of Conrponcnt Containinq the inspncted i,/cld (ie:^column,.bcam, girdcr, ntc,ment vci d, cmbe ct, col cl fornrerl, rcta I strrrls , etc. ) '_ __9gg:_!:!_lg],rry List components tested and inspected on "shop Inspect.ion Loq" sheet(s) and attach. NONCONFORHiNG SIIOP INSPI:CTtD ITEI'15 Provide a critiqi/e 0f noLcd conditions ol' nonconformancc. Rcfer 1.c.r 1.1-rc conrl itions Ity I ine i l.eni nttnrltcr provided in Ltre Icl'1. hancl col unrn of i-hc "5hoD inspecLion Loq"shccl.. Also, l isl- l-he .rppropriaLe, assiqned 0.D.itenr nunrb0r (nrust bn srrf l'ixed by "S").rnd 0.D. page nlrmber. Pleasc aLi:ach the referencccl 0.D. List. The rcm,rinjnq connections inspectcd,, r']s rlescribed jn 1.hc,-rf0r'cnrenLioned form,rl., vrcrc f ortnd t.o be i n con fornr,tnce to thc s i_a1;ed cri t,eri a. o Ir\lDii,)i--NDitLl- I :S-, ;,\,CO iiiSi)E.C-i'iOi\ S;;iV,CfS ;NC. 1 100.1 vASttN cot/nr COt:tr'51., (lL)LOl l^llo 00433 (3r)31 674 /5(;O SIIOP INSPECTION LOG 5IiEET t- .,eer,:1./- .^-- r r,, Job No . :oj-dJ-?G- Da te t.- 2 --€ t/-2. G-Inspector: .,'1 q,y I *;fi l;";,;.; [;;l;, I ^-, i,,"*. ll;fl' | ^;. l- co,,,n,n";; I l ]-+ -lt-='u.d -tz.'*-,,lt, Z | ]- ----"1- l - " - t,J-ar"t r, ---l +--lt3s/..-.el- " t,- !- i--l----i _-l-- i ..---*'_ ,' it fa-ouav.o)--. " )--t_!-.li-- -- i___-l_ __ .i-_____:, --l!-l - t-D;e-e_E-l_-:-* -:--a)----i -- --l - --L - -i- _ - _ '_- i!-l- r--t7;utr_l_-_:_* _i-_a)____l ____l___L _ _i- _- _',_cl , l,--^..'1:-F-,---' t^z.tz: tzt- Z - -i r -t- - : i ----_ -] - ---- i--_ _ i -_---:_---_--_ j 2) a laaa/-nl " --l l -i--- l-- -l-- - -l---i ---.------ -itl-t-ia-snt:s-l--p-....o,-l(_l _] _ ] i_i__' _ jt-)-t-laa-oa,Bl *__!:__'t,_-j __l_-_l __ i___l __',_ ; ', n/ l i Ir--___J __.,___ i_______.__t| ./ J I I|--'-----l----- j ' --"'it_/ i r _lt-----t-----i--- [i-l-'--1; ;,.;:i-- . : : |,-[- i-- -_-i - i--- l !11(T---itiz-|.;--|l'3..a'a.:,?),__---_--i_---_ii-ij_l----- irr- l-J- iuot_'€_]__" ._.___i_:.',_l _..__ i _ __ __ l_ i __i _ __ .t_t-_._-..-_..___r i raL-..--_ 23 y-l-u-V-ror* l ..f,r_s<o'-)_"__l___l_ _ _l_ _ _ l__ i__ _i: _...__. . . _lD-]-J-!-a":,al____.-_), z_1__l___]__ j_ _j__ _t,_ __ _ _.1r!-l-/--lzauol-:'_ _,r_!:l _ | _ _l__ __l _i _ ____:-_ _lt,-ti i y_t / :ta_es _st_-a _t_jal : __lItg i I t,t. .r.ni t/ | ,." I I ]-9-_l-_./-__|tall.4i.!|i::'-|--i-].i iqir-'ir.to2-:{A* " --i -;--]----1-.--_-i-. i i // l-l- r- lr,rn?-.i,t --,-l---'.,-_r_1 . _ j__ _ ,_ j i ..i -.,)"/,ril|^z-z-|_a__luoral4:!th.,.) __(i i i, i _i !:,4 !,.t ltnr.rJi ,, | ,/ i - | -_ i i -i--'"-'t,/" fjy-l !-,it-co2-:{-tl* ".__l__t_ i____l__ _l_- i i ,r i-::-l_ - lranz.i,1::__:__1,__r_l _ j_. _ _ i i ..i .-.;"/,hr| ttr-L r _lta_es_si__'r__l_::_l _ i_-_i i _l .._:,j',t-i- r---lts-o,, Fi -,! - i t' ', - i -__ i ____i___ _-]-_ -- t__-.. _ i-11-l -/--ltao24, i::. 1 i I i I fq I !-,it-co2-:{:tt* " '--i__t_ l___1__ _i i i // ,r-l-?_=!uor4))___,,. I1i_ I i i l___::4+a-)ua*r4l- -z- --]-_4,-i--:_i - _l__:__l _ __l:"-_:!:______i!' l L-l,uns.nl__!__ )iZ_i__l -_ -l_._ _r_ __ t_____ -::_______) 4+a-)uet-"t1nl_ _:._ _i_ 4::,_l _ i _i __ _ __l ___i_ _ _r:______L, l-/--|uns.n!--!-_)ti,"Z:- __l _ l_._ _r_ _ j ____-,?!)-J-|tLot'1-._]--,,|--r_t-]-_|-_j-_l- +l-tuoL'ol-- I-- l ;'l-. i-----"l- -i----l--- t-'----ll?9-l_r___t,lo-e,al ':_ | <_t" I j _l___l_ ,:_._ _)?2-l-L-luat:c1, I' I u/l I I i l_o.,ua,tu ,30 i t irto:t.,Fl ', | ,/// i | | i i */ !. (, 1 i i i 1- !::1-l__,1-_ _i i-__t___ '/ {.-a-- .-i ,:- -l-------l ---i ---r:------i '--l- -l---l- - -l- -l------':-------r(__!-_l_ [ __I__l__ " ],,'I I --l j | - t' "*-1,; i-.:1. - -- ] - i--.--1-.---:--- --J,/l I I I lr*rm,tt f4i I I i I__,__ /. a /- : 8 -." L' - Ci, ( r., lol4Jl __t ".__. .l ,rt I io_i_l__l-tt__o_l:El ', | ,/// i | |t'-i-t lttot:r1,i ;;-- i )_'', I___.i_.ul-r--lue::;::1._tt.___*.i_a I I -l-- Il.a..etAlL- , f | / !. I).i;i:7-itiDi-'.,''i'r- -,- U ;i\s TECrio i],,:i'.r#rs I nl cofllr t Il (;()'.Ql]Af)') i1043:l (:to:r) 0 r4. /5ri0 Page -. 1 of 3 OBSERVATION REPORT Cticnt:__Koeshrcl-@ P ro j e c t : _ gq_'l igl_leo_k__E q st__E!glljjl_. ITIS Job No.: 052i96 -0ai:e: B-15-96 L o c a i; i o n : -5-Lqpirup-e-c-i ip-nlz-]iusr inspcc. i.or-:D'r^uce Eri ckson Th; s r^eponb packac;e contains in l'ornr.r l-i 9n 6gpcsrninc; spccif ic i:esLs and 'i nspect'i ons of sIrrict,rrral st.eel r,rejclincl , ..,iruc i.rira i iioii;inrl , s l.riic i:irra l spra.yed fireproofinq and/o'r^ nonclestrrrctuve test;ing. 0niy 1.1',e fornrs appro;)t.i,r1:e to the l.yprcs ol''i nspections ctnci tests conc..irici:cci h.:ive bcrnprepai-cd and Arc cncjosr:d. i'he speciiic cri l;eri e, rii.il i,zccj in judqing the clerjree ol c0;',iorn,irice i"or 0rlcll o l'ea oi inspection is r:oni;a;necl on eacli ir,<l ;vjt;i;.;l j n .., i, e c i: ; o i', i',?r;::. ril sr : nc, irricri in i.lr is in..,;:ccl.ion "1 iscrcp.rncics"" 0.i. i.'i st. lheia,r e.rcii i)nrif i ssrrr_.d, as vriii lleipcciiic us(rge oi'liic 0.i. Lisi; m'r.y hc ;;i5' "i-isi. o1'0i;i::.'i:.r rv j I I hr c.o:-,seci, i.'; vr., y nitirtilc c i 'ln i: i i.cnis, con i;i i;'reri ; n lhc ncci in c.rch sec'lic.rn. i)ncKiiqe \/. r,/. L | -\ r, l. )re dr: l- i i s con i.,i i iF therc are ilny questions rerl.rrcling the content of this rcpori, picasefcel free io co;rtact ITiS at your convenience. i )t D,:rr.:), r--- : trt.l-,-i.Sl-i).C .- olris'' Jc ;Y;;.:; :]::tt i'"O _ CONIr-t:n. (:Ol ()n^(1,:! rr04:13 (3O:ll 6/4 /:160 Pa r1e ADD i TI ONAL i IiFOR},IATI ON rnsPcctor: __-_BfU-ca_Eljr_ktSl ITIS Job No. 052196 Datc:8- 15- 96 Th i s [o rit ccn 1.hc prcp.r recl i..iins ,rcq: 'i tional i ',.'-...t. .,c | ^,-,..:--,\/, r,ri1 r,) \./t t.l.5Lit,(j nspeci;ien i n i'o i-ri';a i. i o ii rioi: s;lcc.; i.ic,ri;y anri inspccl.ions, c ovc l-e cl i;t Arir-i ition.rl i nspr:ctions liclci ilional tost.s /irJdi iional information -_____;hc_-aii-acheir._l'_sbot_tot,re\-t_L_o-rt..l_aslhqe_,i_,r_t_i!_s-_-jf.o_1q fabri \-6 Ll:\,] .-__coutii0l:citi,.s,-_v1l;j..q.b.tirtce*'i_:,.1d__vreld._c,itiil-i-l..y_..Ve-.,r_,_i.iq.a,.'..i-0.L _ ^^-;i..-.:^--\-vli(l I L I Lr.l>-- ---.Lil__-g *it,;lttO.!-i_oi ,._f,o__d ql_j c_,er:iq_ie s__!tiqtl1i*,lcd-, _:,1ry|*r.g__o_q,is t5-i.q_.j-,_1iE t 5l{i;P Ii\5PICTiOti L0G 5iiEIT Page- i ot Inspector:-B g-uc,F .F &tq..K So rl ITr5 Job No, :-A.{ 3ll[_...-.-Ddre t-oSl t S {1!a*_ I tenr \)t v. rt Markll Co.rripOncn t VI l,lelds A-6 Cambe r Dlnren, Insn. ." -'-- --1 NhT ] i rrra rE L I i., !D,r-. {i C -r- .,,^" .irr3,A i ic>Z !II q r( 5 ,( 6 : ilj/-_} 7 ;( (,) tl I i0 t( ;;ll t1?r 1C l-) 1q I I In*Si:i:CTi ON SLiVi C;S Ir\C ."1,;llll'',1,:i;Xim- | (:10:l/ 6 /.1. /560 l'.'rco r ol J ORSERVATION REP()RT Client:__[o_e_q!_l-9i!__!gE_U_]_!i!g Ensineers iTIS Job tio.: 052195 Datc: f-i4-96 ProjecL;=- Golden Petrk Base Fac'i lit.v LocaLion: Vajl-;ip-Lp,"qdq lnspecl;or :-- Ceorge Schrvandt This repori packaqe con(..rins inl'ornra Lion concerninq speci f ic 'cr--"sts end inspecl.iotrs oi: s.lrriclrrral stcel weldin,l , struct.rlral llql l-inrl , s.i.ruci.urai spr.r.yocl f i reprool'i nrj ancl/or noncles irrrctlrve te si:ing. 0nl.y t.he .l.orms appropriai.c to tlie iypes 6,: inspcci.ions ctnd tesLs coricirici.cd havc bcen pi-c;rr.,red ('ind are cncl osed. Tiie spn"'iic r:r.i i,r:,-i,r rrir'l i zr_.rj ir; .ji,dt;.i nrl {.lre rleqr-,1,1 trr C0r: i0ri;anCe f ,-r,- e(-icll i,r{::a crI inspci:1.-i on is corj i..'l i neci on ear:h inrj iv;tir;,il i ir l, l r-.' c t. i (r i'r i0;-;r. .(, sr.r : r:i.l r;rlnr, in l.iii 5 :n:,;teci.iq,i, prar;iir;r1 i:./ i)o iT,5 .-i:,i; of 0 i; i::. i.,-, :.:, ; :-. 5 .r'i sc;^ttr,ii,cre:,", 0.,r. i-:si. Thc rl.i. iisl. t^rill b,t cr,;-:,,1.i;l.ivr.l 7 ni;i",-.,^,..- i'ill- c;cn i-,;ilc i ssr;,--,'j , ,:r s, i.;t li i,q i,l,1. r.lf iir:ieni, ii_i:::;:; co:-, i.,,,:;-,cli in l_:,e ,.si.. S'rccr iiC i;:n(;l ,.rl 'u,:c C.i. i-;:, l. ir (-oiri.,,r I i,r:ti in Cncti r.cii:lnr,. If Lhere t1 r-e.1;'y ciile:sl:ions rerlarci inq the coni-ent of tlris report, piease fecl free to cor,i;rrct iTiS at y0l/r c0nventence. 'Q:,,;'.31i5.,'I=i.;il;l,-lirl,i VASi: l l\. (lOttJii i C0N'i I il. {-;Oif)l-iA;)O Iii)'i:11 i.lil:l) 0i'i /l)(ji) P,r qc of F;ILl] i),5ri:CTi0ll RIP0R; F0itll IliiTiAl_ ViSilriL jNSPICTIOli t]F''.iIi-DiNG ,i nspccior:Georcc Schwandt ITIS Job lio. _._!_5?i9_6 _ Dai.c: 6-14-9i''- T-yrrn oi ii,tl tl:r i e 1. c r d :. : .____..____X _ __ _._- :) ho i) ,rl tl:r insptcio,'r : i:illci,s X iii"onrrn Shop lia clr-. l(c i ri s : 0l.hcr t\ v;rllrl , c;ir,;acl , co,ii I'orneci , n:ci'rl sl.irris, el:c. ): As rccor Ccc below iip;:licalric Crr(,e or SLonrjarti : i:,,i5 D1_-1 _94 q.!-d_!fo_fg_C.!_5_!:rnSati! .yire 0[ C'];lipoic:l-'L Conl.arnir,q i.ht: Leve I Grid I i ne 11 Ail:is 0i: itiSPIcT]01; i:,evat:on: Fou;-,claLion !evql _ __?fqSg_ft__(_lc_)1v-qll-p-qLgi-!q-!!!!.Lql{-jqoier emb 'I oc,'rLion(s)l,lc'iinlp.ss.'rrq-*,". .ri'fiGI;f -li;r)c;iToli o,- (.csl-s: -0-L9--f-:-lg- piates ---^ j I .1-ef-,--oj,-L:.,1-jjnc-1.i ---ii.! I U-e:-,*ql(-.ql li'-t-b--:-!-.!-l-l!e! i'rov; ce ,i ci". l. r c; lre crl' 1;,'i,rie, ass ; :,-,cit "i" rei ci'e ;',c,-"t, ". l. ,-i :;1.. r"r l:oil -,:^rlrril' lfi r)i. a;r ;;r,,li-t-c, i; nie . iil iir(r'iixed 0.D. j iCt;i iiti:ri5ni' ,incj 0.i. par;r .'r () I i'l ,, t ;-ru;ll)c r. ti cie: 'r";t c A l; LciCh ap;).u- r, I il: \one n o i:eo l-evel .or Ilev,rtrori: Elevation ]91' PC T beans 'uo PC colunins Grid ljnc rocalton(sTinimpalmiffe aIc.lTil'or-ln]pccTion'"oi',csi-s- o'^, i2- and 13 lines B to D lines n o i.q,:l c rrn ci i lriai.e, ,-rs:,:,J cr', "F" ;'roii r:erl 0.,). t'n inre;iccri i. J. '. i s i.. 0' lii;;i.; ro il;a-n cn' liTio-irrE-ui, ;i. trc a ;fi r"o- nun,brtr arttl 0. i, il,lrln nir,:l:lc t-. /ri i.ach 1he noieri ,.i o11 5 r i.q Q:l e i-ev'cl Gr irl I ol- i:,.:',',: i.iir: i nC 1,,:Ca i, ; r,r, (S-f' iine 3.ii - i li r!':i1 e l1 {: ( tics ii | .l 91'i'i, c oull e Ler,:; :o ;'J il i-,io;;r'c.r in i2Lrr pFovTdc a c-r:j-',jqiio ciinotn?-c-oixil-r;li;',s of-no'rii,n-r?,:i iiEel-/n-si, j.i-i'wro i.iic a;1;;1'e- pri'rte, c,1 Ssiqneci "F" prcf ixed 0.D. ii.eni nunrlter ,rnd 0.D. p.rge titirtirer. iii:i..lch Lhe rr: [r]rcnccd 0. D. t- i :., t: .None no';ed Rcmni ni nc.J c0rrdi,'.i ori:., ncrl. ii slccl .rs 0.D. i l:eins r.rcr0 f oirncl corr ioriiti rtq Lo l;hc si.ol.cd cri Leri a. r$-pr.c,ti c s' s s nu c., i.. l20rl4 VAS[ [ ]i COlliiT CONIi i:n COlOnAt'io {1043:l (303) frTa'7Ii60 FTILD TNSPECTION REPORT FORM INITiAL ViSUAL ]NSPICTI()N OF t,,[LD]NG A REAS El evati on i91' Pa qc of Field iiacc hjclds: x Shop ll'rde i'ields: T.7,re oi i(clds ii'slrc:ci.ecl : l:i llrlLs -_X__ Groov!.--,:- (iih0r ----Typa 01. Conponenl. Coitl..r'i ning i.he i-n:s-irec tr:d I'icl d (ic: coltiiln. ll'.,.,inr ' !ll r(icr, rnOil0n; r'rcitl , embcd, coltl l'r)riietl , nrit1.,l 1 sl;rids, ct.c. ): ---- E-le-g.o':dgi-IqloU-_.-_.----- Inspecl.or: Ge-orqe_Sdr[/and_t_- I'flS Job No.052196 Dcr le : B- i4-96 0r iNSPii(;TiOi\l PC cjouble tees to concreie i+all enbecj plates ._-'-T.--f\-.--=j- .rrca(s) ol' tnsi)ecl. l0n 0l' .CSls: urr rr -__-.-.-''...-.'-Al,iS D1. 1-94 and Project Standa rds =----tippiic,ririe Codc or Sl(rn(lir(i : Al'j5_Q.i_:i__Y,Lq!s ProJql-r rtdlr% Lcve l Grid I or El cv.r i.i on : ine Ioca ti on (s ) l ine 3.E - E.4 CnCOnlilr'i55i nrl lhC I i nes & hai: pin: L ", r,il ri c o-c . iT-, r,l; e ir-n o i-e-il c o niill. i o n :6-n dr c 0,, ao mri n c c- --,rr I -sFi n r: I i;de i.rre;,i,J,'o- A L t.,icl-r t.iiepriaic., t'rS:ii( :c(l '.r" pref ixeil 0.D, i tcn ni;nrtter r'rnrj 0.D. pac;c niil':l:cl-. i'lon e noteo Level . or E ,evati on : Grid line locatjon(s l:leVAtlOn 1Y1 l- e n i-oi'rlr a-s sTn g' "mn aiea(s) of inspecIi0n or i'esi:s: -B-.-B-lp-!.-4- PC double tees !-i-c-Cpf$-,e -J-gqs ---- lrovicle a cril.iqle of pr'; a Le, r']SS r r;:-,ecl "i:" 'c l-nicr;ceci 0.). i-: ii.. ;;" 11 e;,; iTio n s o-r n o rr. oi i o nr "r i c-e'-trfsb-l-nilTii -*i a lr" c - irr^cf i xerl 0.D. jten nttmber .rnci 0-D. p;c;e itt;::ber- Ail'.rch t'he [r^-^ -^r^.-lr\ \r:lU llU L|Ju l-e,rcl cir I I evi l. , r.,n : [l cv.it,i oi i9i' PC dotrbl e tqes !q,l!-llii-p-qTif Gr;ti li;ic loc,r'c:cn(si-i:.,nc-on'l;,riiTni; tn; a-r-caGl-g-inTpcci-l-ori oil,est.s: ---.C1-.,.j- I i; c-D-]"s1--4-_ri-tre-L--...-..-----.--.-.----.- i'rovidc a cri',.ique o noted condi t.ions oi noncon l'ornlance 'nl so f'rEl,rclc tliG prefixecl 0.U. it.ern nunber and 0.D. p,r5;i. n(t:riher. Att'rch ailpr'0- thepri.rte, <r SS i qned "F'' rcferenced 0. D. i-i s i.. Rom,rin:ng crrnrl , ii ons no i: c ri i.nr- ; .r . l i s t.cri r-r 5 0.i). i l.cirrs vterc fottnci cor l'ort;ri nq t0 1.nc 5ta'tec ,!/^..i , '-. ,-:;','.,',t., ., ai);s'i:(: :,1 J:) ":*;l;:rt'.1tt,,..,1,',;'lll,t',1;iii,,i^r1,:)r,04:t:l (llr)l) G.'a 75t)0 Pagc OBSERVATION REPORT Client:Kg.eSI,ie j n_C_9. n s-u1!t_ng_Engj_ne_e rs_jTlS Job No. :052196 D,rte:B-12-96 Project:Gol den Peak Base Faci I iiy Loca Li on:Shop inspeciion/Zimkor Industries ;nspec i:or:Bruce Eri cksoir -ihi s repor'1. ;ra,ckaqe coni:nins i n l'or;rati on concerninr; speci i:i c .i.esi:s ,rncl insyrcci; loi:s oi' s, lr[lcl;ur,rl slccl r'reicjinrj , si;rircl.rrt-,]l ircl i.iriq, si:ri;c{:iir,i, spray?ci F: rcprooFi r,q anli/c1r nonde:'iructuvc testinE, 0r'lv thc forns, r1 pi'rl'0irr-:i, l.e Ln 1:he 1:,vpei o1- insFeci.;cini, r'tn(l tests concltlci.ec h,rve liccn prepa l^.tti i':, cj ,t rc c;ic I cr:.cC . _J-of i'i,e spec i 5:^i--..^-r-.1{,1' ", r-_'l ,,..,,:ri in i.hi: "..,r:, i \1.'J, l- :,,-, c:c i :, 5 i;o.i , . - -,^ ^a '.1-^(r.\('t,t; t,r L,'L: if tnerc ii r.e ('ri1../ ques ii onsfcel irce to contact iTiS iznii ti'i .irrrlc;inri i;he drrli'er: c,F c(,i,i.ii r r',t(l o t', e..rch irrtj :v;rlual ,-, l5' "i-isl. oi ltr-' c.or,siti:i; I i vr:l :,r 'i i:f;:it ct'ri' i:,1-i ;^'c:tl ench s,ec Ii on. regarcjing ihe content of tl-,i s rcport' pic,ise a L your conveni ence. con i'rrr;;;,:;;e 'f o;- i n:,tec.; i er, f \t:-:'- i:c c,:ii.cria i;1.; iri iiiipcci.irtn is :i:pr:ci.ion pickrc;c nra.y he ;1, 1.. Tii,.. ir.1. Lisi. r+il i a: vrII ire the cicl' jcie:nt. 0.i. i-'i si; is conl:ainecl in irl so ; rc. io l' e;c', ;-: f: A*u.rt{1-7/';r"i*/z// lrir v: ii ,. . i, ,.i,r5,r;rrr,,/ I l'r'::; : i,.t;-, i'. t-'- .r I{.?,rlr ^-.i lL/L,l I I I LJ i l. i\j t, illS;)i-CTiON Sl:iivlCi:Sl irit^ -O coii,ii.i,"i;iiii,il,,,l,r'i,un.. O . (:tu.l) (;,r4 /:,t;0 5ii0i, IN5;'i-CiiOti t-0G 51il-i:T I',rge --4-- o l- I tenr Ql"y.i\io r k //Cottt179 np n 1 1 / i Llt17.,7;Er, 7 I o1 ,\(1o ctc .',t;Jl;'t A t tt tt .( .a l 4 I i ,Jr..1 I iro:. H Itql_d_s_ | n- a_ j ilnsp. INDT I Conlnenls___ ! -_ t' i r i !..'lr-, t l. t,t ! r , -..1----i--_.-___--__i___ f i iitt i 25 | | | | ! liiiltli lr' I ii.rt | : ilillr _- t._---.il__i_----llilii |;slrct'ioN s LRVIcES iiicf - i :'0tr4 VAsi:i:N r:OlJrtl' coii it: i: il. c()t.t)fl^;)o 0u'lJ3 (ir01) 0/4.75611 Pagc 3 of 4 R[|ORT 0t: li0ND[5TI(UC-f I Vi: TESI- I llG inspccior;-. Bruce Enickson ITIS Job No.:. 052196 D,rte;8-12-96 Type -l-ypc T;/1)c A,,n I Tcst ol' Conncclior, Tc:ir.ri:Col urnn anchors oi,'vlc.lti 'icsicci : Fillc.i X Groovc--Ot-h,:r o1'TcsL lii^ior-;;;e.i : ii.T. l1 .P.T, X _0.p.i._--- 0ihcr i cabl c CoCc oi^ S Ianriard :irIS D1.1-94 and Pro.icct StanCards Perlorincd jn: Shop X 6i.14 Frcqucncy oi'Tesirng: 20 7 Provicie a gcncrai 5i.r;inr'rt'i on o1'Ine cc.,i]lit0ncnis ancl vrclcjs'ucsLcd anC listcC on i,iie atLachcd N.0.T. Cu-';ir'jc.rtion rcpcrt(:;). Aiso providc a crilir;uc ol'c;ch noncon- i'onljnrt coi.i jt;on(s) arc spccify thc 0.0. :t,-.nr nuinber, prcf ixcc r.r-i ih an'"F" fo- i ju.lrl icsiirc; or^ ;r. "S" ior slioi ic:,ting, a:l:gnccl to c(.iclt i0lco:;l'ol-::i nr; ccnCi.;i,-rn.Al:0, 'i nclucic tl,c i'ppropljatc 0.J. pagc nu:nber{s) vith cach lisi-cri 0.0. j t.crn. - Tne altached "Repori of iilatinetic Parjtlc iestinq" form lisis ihcse components which received weld quality verjfication using nagnetid pa rti cl e i nspect'i on. -- Foi^ a stlrirlnly of the les*" resul ts, pl case refer io the Magne ti c ilxciudinrJ any 'i ic;:ls o1' nonc0nl'ornrirnce, those rcrnairiing componcnt lrciri is) I isi.cd onthc atl.ar:hcd N.;1 .T. Certi i'.i coi.ion foi"nrs ll,rvc bccn founcl in con i'orn;ance r.',i Llr the statccJ trclcl c;ualii.y criteria. Visrral lnspcclions for acccpllitcc ol'testcd rrclcjs ttl'c c0VCr'iC in tlrc "Vjsual In:pccli0n" sccLion oi this rt:port p.rckagc. P;r :: cl e esi. Re,rort. INDEPEIiDENI'-"O'NC + i'\$Pr.CTiON SERViCES iNC. i 20B'i V/rSlr:N COt/l?T coNrFIr]. coLoFADO 80433 (303) 674-7560 page 4 of 4 RBPORT O]; MAGNETTC PAITTTCLE TI..-STING PRoJrtcr _bq=lett P.+x a T 'r' lfrr.Tl l.' ' -::<r-Cg41Cl r,r --\-4,CT,lENT'S CUSTOMI'It ADDi rioNAr, cusrollnn i r.rnb-nr.,Firrori MANUFACT'URER Z t nr'rurt--,- CLI I]NT. S JOB CUSTOMER'S I NO. /3a:z_ D. NO. i'lIS .jOD NO. __o-5,2_.11-Q TnS T I NG COri' DUCT,T:lD :1. l'.i AC CO i?. DA NC 1l l{I'll.l riuAl,I?Y RnQUIRIIMENTS *_51 rLEt'ilD?rJ]ti.rcY oF TESTING \!>_lJr,____'r'Yrii oi?l'.i'ciiD?tzi\?Iol{ cui{RliNT USlili -Ac--; tULSED\ _JL'i'YP;] Oir DQUJ.Pi\iliNT USnD ,}rf tfr.^efi:N::_ )> ll.lv ;1;r at I.. .;.IrcT. t.n-rryrJ I DRY ,Y I,T.ST OF PNRTS OR COMPONNNT.S T]'STI:D DATII ou TtiSt" *_- r, /11,ill,i______ - 4 !:-S A ! -ngt;-tf :9q -"; t- -; r /'.N!t! {:. h J h'I]i,D TDS?LD Er. rr DC _-=------=.-- 2\c)o QTY . lir( tiDl,pitfr,s NO. I.r'i. lio. itii s t, i,'is ,tCC . iri;. R[;PAIRS irCC. itili .It,'jyJ,;1.;( s i , t'jiE Ut\lDriitSIGNIt0, C)iRTiFy TITAT TIirj STATut,IDNT.S If,i TiiiS RI]CORD ARDCOT{)iI'C.T AI.]D TIIAT TI'tE TDSTING I^IAS CONDiJCTED IN ACCoRDlr.r.CE WITi{ TI{EAi;oR)iMDNTiONDD RDQUI)IEMDNT.S . rNsPECroR lli_e:zca_Etc=r*1f-i,Aj_ r,r.tvuL or euli-rFrcATrolt _:T_ ^)i' .r (r N L, rJ d'r1 <+.5-t-- Ai)i')iORiZ)1D )lY /t),// (zz': /.t - \I I : -U'/_2".t<_4d4) :A_j _ - - __ _ .rul. s D^'r'li _p_aJL a/th____ lrlt L;i ;,',i.,11;/.,;tiUi-t'i i ll:Ij r i,\\.r u'll ri';slrtcrroli s[iiv;cLs io !7 t1}t.1 VAS| li^r (lot,n; COljiI t ll Crlt-()nn i|rl 00413 (30:1, (i74'l500 P.rce i ol" 3 OB5[RVATION R[PORT C I i e n t : --&-e {l e-1!-99!tg-l!!9-!rull'9-l!- I T I S Jo b xe. . 052196 p,11p. B-i6-96 Project :___qol@Ir Peak Base Facility t_ o c a 1; i o n : l]iq.pj n sge_q!fgl-/_14!gl_ I n d u s t r i e s T nspec lol":Bruce Iri ckson Th.; s rapcrrt; p,ickacle c0ntn.i ns inform,-rti0n concerninq spccif ic l.csi:s .rndinspectior: ol' sl.ructrrr,rl si.cei u'eldinq.' struci.ural bcl i:r nri , s i:ruc i.ur,t j sprayccl f ireprociFincl oncl/or- nonrjcs.Lrrrcl,uve t.esting. 0n'l .y 1:hc.forins appropl'i0{.e to the 1.ypcs rri- inspecl.ions,rnd tesl.s conduci.cci f,ave bce;r prepa rect iln(i o re enc losed. lltn r:r,''^i{ir ,^ri ln-i;rt iL Jl -\/r r rr, \,r i llj. rrl .l .--.-^ - r.r_(r(,, .iie.r (j, in5itc\,i.l in i:his, 0. ir. i s t ri a,-i ,oi Lhe jf i.llere irc.11,.y qti0s1; ton..)feel iree t.o conlact ITIS zed in jtrdqinq i.he clnijr cl o con1,.'r i neri on ca ch iniiiv;clr,a pack,tc,,-. i::a'/ 0.f. ii:,i. r.r.i , i.he coiicicn is con1.;iined i' coi-i lorixnncc -^:..1 ^^i , ' , .r l t .- '.- ! r l ; r l iri.i l'i on i L i rri ptc i. i ori l-i s t. -ire As'.rill hn 0.ii. Lisi irl lo 'i ncl ri,ic,:i il i .'. C r^r: n,i n C i,. ::. " i'or c; c;, 1-.i; r;c S,',eci i ic lisnijr? ragarding thc conient of 1;h'i s rcpoi't,, pleasc at your convenience. ,<l)"- i,,,i vi rl i-. S i.rirr;co)r-- I rc s i r; c;', i. 't-/ I il,SP[cTIOi\ SEj{\ACES iov rro*4 vASr E^J co'nr coNrfl n coi or]lsr 110433 ADDITiONAL INFORI1ATION P,rge 2 of 3 Inspector: Bruce Eri ckson ITiS Job No. 052196 Dai:e: 8-16*96 This .l-o rrrr coni..i:ns acici ii:ional irspccl;ion in |ornra'lion not spcc ii'icai irr co',,ereo itr'the prc;rarecl fo:-n.ri.s oi i.esl.inE an,:l inspections. Adcii 1..i on,r I i nspec ti ons Acic.l'i iiona j tests X Additional information ihq-s]j:r',ii,c.:qs-l-s-i.qp j.nrite.-cii9j.L-Lps;.-gl-et?!l--r-j5i-s--1!c_5c_l,rr!li,,EilrE-i_tzr;r_ofi_e,L!s ---- - !t i.q.,1 i_e_'i 9_:trii_!!t.l-cr _li ti q l. *.1 _y9 Li_i i..qq tis,t ;'enta i n . I i.0t;.t vA5i..t:N (1clt,, |l ] C[)\ ;if,. {;()t (.]t1l\t)o 0tnf,il. l:l0J) 6f.l /f'U0 Sll0P 1N:)l'LC iI0l( L0G 5iltiT ..)^l'ilgg J - ol I nspector : h.{ltzq *t..tc-xt.e/ __*_*.__ *_i 1 l5 Job No. rp.f, lL9& -- Da re :-eAlelfL_- I ', ;1i3ft .* i I l0 I -.Qtr. i--uo:U/ | /lj:lfr I I l lilrlrJi'_-r------.1.._.._---l-..--_-_]_-_. _-._t_ _.-- ___ _- l o, l[?,E'&ffifr Tt [f ,'# i h? 12004 vASEEN COI,|Rr coNlrf r l. cc)LonALlo 80433 (303) 074-7500 Page I of 4 OI}SERVATION REPORT ITiS Job No. : ---01?L9-0- Date: 9-5-90 Loca t i on : -S-hpplLas"treLti-oxLzi-m-ko-r-lndlrsl-ties Client: Koechlein Consultinq EngineerL Prn iorJ- 'Gol den Peak Base Faci I i tv Inspector:Georqe Schlandt Al so i ncl rrded in thi s Di screpancies"., 0. D. for e,rCl'r paqe i ssUed, Specific usage ol' t,he Tlris report p,rckage contains jnl'0rnt(tl;i0n cOncerning specific Lests. and- inspections of stiuctural steel welding, struct.trral bol l;inq, structural spr.ryed f i reproofing and/or nondestrucLtrve testing. 0n1.y 1.he forms approprial"e Lo Lhe typcs of inspccLi0ns and tests conducl"ed have been prepa red .r nd a re enc I osed . Tlre speci t'ic cri1:eria ut.iIized in .judqlng the deqree 0f con [orr]lilnce for Qdch 11l-ed of inspection is conl..rined on each individtr,rl inspccLion iorm. inspecl.ion pnckr'rQ0 nray he iTiS' "l-ist ol'0ul"standing List. The 0.D. l-ist vrill be consccui.ivel.y nlrmbcred ds will bc the deficjenl. itenrs conl.rrined in thc list' 0.0. Li st is contai ned in each secti on. If there are any questions regarding the content of this report' please feel free to contact ITiS at your convenience. D,rvid l-. President Sturge o ,lH['lF#fiTL[frTJi"Q 1l0|l.r vAsIFN COtlnT corJrr:Lt]. cr)t.otlAl ro 00,r:llr l3tl.l) 0,4 751i0 P,rge 2 sf 4 SIIOP INSPECTION REPORT FONH iNITiAL ViSIIAL INSPECTIONS OF HELDING InspecLor: Georqe Schw.andt TTIS Job tto.: 052196 D;1g; 9-5-96 Ficld llade l,/elds:ShoP t'la6s Wel cls: X T'lpc ol'l,lclds Insrrectecl : Fillets X Groovc X 0ther T.ype oi Component Containinq the Inspecte<l l,,c1d (ie:-column, bc0nr, qirder, mumenL rveld, cmbed, colcl formed, metal str.rd5, etc. ): Beams Provide n critiqre ol. no l.ccl conrl il.ions of nonc0n formonc.e. Refcr to l"he conci i Lion-., by iine i l;em nrrrrrl-rer provided in the lef t- hand column of l"he ".5hop lnspccl:ion t-oq" shect. Also, lisL the,rpproprioLe.,,'rssiqned 0.ll .itenr ntrnrber (mu:.,t. bc strfl'ixed by "S").rnd 0.D. page number. Please aLiach the referencecl 0.D. List. Applicable Code or S[andarrl: AWS D1.1-94 and Pro.iect Standards l-ist components tested and inspected on "shop Inspection Lort" sheet(s) and attach. NI)NCONFORI4TNG SIIOP l NSPECTI.D IT[H5 Tlte rcmaininq connections inspected., (rs (lcscribed in 1.he aforcnrcnlioned [orrnal;, were for:nd Lo be i n conf ornrance to the s La l.ed cri t.eri a , O INDEPENDENT TESTINO INS PEC'TION SERVICES INC. I ?OO I VASEEN COU'IT coNrFIn, ooLonn Do 80.133 {303) 6 7 4.7 560 SIIOP INSPICTI ON LOG SIIEET Page'*3 or y' inspector:ITIS Job No.:6-5,2/?6 oate: ?''f-?6 I tcrn Q!-v, V |'1,rrk#Compone n t V.I. liJelds A-6 Cambe r Dinren. Incn NDT Comnren Ls 1 /3//6/?Bo-rt-or,t/'/Jrrpnt/'(" /369:f,// 3 ) 3 ?d-B 4 /,3 ?2 -E r'' 131t3:c ,/ 6 /3 ?2-c 7 / 3 8o-E tsA2:8 /3 950 att--p ", Et(o t0 I )3 22-c l/ it ,?/ 3 67'c- r2 a_/2 )3- c- TJ /d JJ'A l4 t//362-B _frgA-rzt ,/' t5 I /e 3o-G t/' t6 /Js 7-n (/' /e3G -E 1B l 8.14:L t'- 19 I t_d_?h-.. /-o r,/,' 20 l4-s/U:L,'a'- ?l I /3 89-r7 t/' 11 I 23 /3 yr-o t"t''l Z4 )r2 )-p ,-' I B //?-fl tt" 26 I t?tlQ-/a/' 1,1 /A&:B l,' 2B I 13.!i_&t_t//' 29 I /.3//L-B L--" 30 )-3!L7:Q L"' 3l //t/- / t-- 3??)t r,- fl l.'/' O INDEPENDENT TESTINO INSPECTION SERVICES INC. 1200,t v^s L:E N COUnr c0NrFI n, colonAoo 00.13 3 (303) 67 4.7560 SIIOP INSPICTION LOG SIIEET , 0r I Pase '/ "t '/ Inspector: M^ ITIS Job No.,-?-fl/2-4-Date: ?-^.f*?6 I tenr Q ty,Ma rk#Conrponent V.I, |rlelds A-6 Canrber Dimen. Inso.NOT Comnten t s I /3tu-B 8o-on,o-t-e-euE-/4 (/395-O /' -1 ).765- B v' 4 )372-B ,/ f,/p'/:?_," l-)/ 3 22-F l.'' 7 //*322:,q-t' U )36//-Q_ 9 /J6a-o t,-' 10 /,,/ // 2-/9 // 11 /a3.7-L:.?c(-ea.fr4), */lu:t-t_ I3 I l/a.1/- R 14 /J -\l -E 8e*--"- l5 I )-326-p ta" tn I /37s-E 'I -t &)3/"p.-O_wt- 1B Is*6a-0 /,--'' 19 B-e6:E- 20 /3 8d<_ L]BJ5-t_ (L I ),376-p (J /3//3 -ft t..".-r,u-e-,a-4-1r-42 ltl /-3trY-B ?s /3?8-D 8-Qa,,7- to /.36q-R t-'- ll /.7?4-B /.t'- ?B 29 ?o-e i"q )_?]-ts (..'- o ,,ij:?E',3#frH[fi'#i?O r 20fl.,r vASEIN COUIlT coN : Irl, cot-onAL]o 00433 (30'l) 67,1.7560 Parle I of ll OOSIRVATiON REPORT Cl ient:Koechlein Consultinq Enqineers iTIS Job No. :0 s2196 Date: 9-4-96 Project:Gol den Peak Base Fac iI i ty Local.ion:Vai l. Colorado Inspecl.or:George Schwandt This report pack.rge conl.,rins inIormation concerninq spccific tests and inspections ol'structur.rl sl.eel welding, sl"rt,cLural bolting, structur.rl sprayed fireproofinq and/or nondestructuve testing. 0ni.y 1-he forms .rppropriaLe l.o the types of inspections.tnd te:,ts conducled have been prepared ('rnd are cncloscrl . The spccific criteria utilizcd in judging the deqree o1'conl'ornance for each .rreo oI inspecl.ign is conl-('r i ned on each ind jvirJtr.rl inspection form. Also inclrrdcd in thjs inspection Di screpancies", 0. D. Li s t. The for cach page isstrcrl , as will be Speci fi c usnge of Lhe 0. D. Li st packaqe rna.y he ITIS' "List. of Outst.anding 0. D, l-i st wi I I bc con:.'ccttti vel.y nttntbered 1.hc dcficient il-cnrs conl-ainecl in the 'l isl. i s con la i ned i n each sec Li on. If there arcfeel frce to any qucstions regarding the content of this report, please con l"act ITIS at your conven'i ence. D.rvid L. Presidcnl" St.urqe o, liJ.Lt?'Bfi s ]'.fiilJ $ f5 I ?004 VASEIN COUnT coNrrt-.f1, rjolot-lAtJo 00.133 (303) 674,7 5C0 VISUAL INSPECTIONS OF STRUCTUML BOLTED CONNICTIONS Inspector; Georqe--9-Sfug!-dl Page 2 of 11 ITIS Job No.: 052196 D.rte -9-:4:-16- Type of Bolted Connections: Fri ction___Bearing X Type and Size ol'BolLs Inspected: A-325 X A-490 /\- JU /0ther Cri Leri a ARIAS OF INSPECTIONS List the levels and areas of inspections separatel.y wjth a critique of nonc0nforminq conditions. I l' 0.D. List is trti I ized, designate Lhe item nrrmber .rnd 0.D. page ilssiqned each nonc0nforning condition. LocaLion: Elevati on 228'07" Steel to steel Areas of Inspection: B to E.rnd 4.6 - 10 lines DiscreDancjes: At C and 9.5lines the bolted connection has not been completed clue [o misalignment o1' the beam web connection an91e. This has been entered on lhe attacher, 0.D. List as item F-9. Location: Elevation 238'-08" Steel to steel Areas of Inspection: B to E and 1 - 4.6 lines Discrepancies: A number of bolted connections are under review. Thesewill be inspected after the review is completed and the information received by this Inspector. Addil.ional Page At.tached Qo.orNDEN'urr,*? "INSPECTION SERMCES INC. r2Otj4 VASt_ f \/ CO[]fr r coNII:f ll. coLOtrAl.)o 80,i33 (:103) 674'7560 FIELD INSPECTION REPORT FORH INITIAL VISUAI- INSPECTION OF I,JELDING Inspector:Georqe Schwandt P,r ge of 11 iTIS Job 11o. 052196 Da l-e : 9- 4- 96 Field ltade lields:Shop llacle l,le lds : l-y1tc o1' |dclds InsperL"d-l rllcl-i X Groove Qt;hcr Type of Componen1. ConLaining 1.hc trel d., enrbcd , col d formerl . nretal Appl icahl c Cocle or Sl.anclard: tn-sireir.ccl l,le ld-Ti c: col unn,il'ean-, qrr<lei, ntomcnL strrds, etc. ):As recordecl bel or,r AiJS Di.1-94 and Proiect Standards ARIAS OF ]NSPICTION Level or ilcv,rtion: tlevatjon 179' Precast (PC) wall panels to concrete footer enhred Grid I jne local-ion(s)lrrcc,r'rF-j-*r'-n,t thc nrra[il-o[in-spec.tfr'r oat,clts: -0n n _ plater ltne from 13 - l5 lines I-iovi dE a -c rr t xt ;elT lrde l-lre i) pltrO- All.ach 1.hcpri,r [.c, assiqne<l "F" rc f ercncerl 0. D. I- i :. t - noLe<l condi tions o{ n0nconf0rmance. Al so incl pr^cIi xcrl 0.tl . i t.crn nrrnrbr]r and 0.D. paqc nuntber. Itlone n oted Levcl or Grid line Elev,r1-ion: Elevation 179' PC wall anels to PC wall oanels I oc,l L i on ( sl-encomtla -s sl ng the,r rea ( sline from 13 - 15 lines of insoecl"ion or tesl.s:0nK Pioviclc-a cri tif,. ;r. pri a Le, assiqnerl "r:" refr'renccd C.D. Lj :.t.. no l.crl concl i (. i on s pre I i xcd 0. D. i lonr None nol.ecl oI nonconf orr-rancr.l. Al rrdr' Iirp ,'1r)Irn- nrrnlter and 0. D. paqc ALl.ach the so i nc i nt,nri)0r. l-evel or Grid l inc El cv.'r l.i on : il evati on 191 'PC T- bearns to PC col unrn s I oc,r tion(sl iiriccrrip,rl-ilnii-|tie arca-til 0q 1.he arca n{ in<rrorlion rrr- lncl.|||.)l'9\.0n l4 and 15 I i nes Frorn H.2 to K I i nes F-rffi "Lc]acddl-h-onsoi-norrconf or-rnin-ce.--TTitln;rrdn t hn ii)nro- priatey t1 ssigned "[:" prefixed 0,D. item nurnber and 0.D, p.rge nunrber. referenced 0. D. Li st. None noted Att,rch the Rernaininq condi i.ions not. I i s t.erl ,rs 0.D. i l.enrs r.rere forrnd confornrinq Lo t.he s t..r i.od cril.eria. f,o.orNDENr ,.r'n?' INSPECTION SERVICES INIC. t 2084 V/rSl:tN C0lJ nT coN r r: r_8. ao,-on11)9 noa33 (303) 6i'1'7i;G0 Pa ge of FJII-D INSPICTION RTPt]RT FORM JNITIAL V]SUAI. ]NSPECTIt)N C)F I'J[LDING Georqe Schwandt ITiS Job No. _Q5?19_0- Date: 9-4-96 Shop i1.rde l,Jei ds: T.ype ol' l,lelds lnspeclcd: l:il lc1.s X Grocve 0t,ltcr d_Tlc: colurnnJreanr, qTiaier' nromer, t As recorded below A|ltS I1 1.1-94 and Proiect Standarcis OF ]NSPECTIi)N PC double tees to PC T-beams cnccrrnpassrnq Lne arcli(iJ-oi i-iliection or Lesl:s:l'l .2 to K 15 lines Inspcctor: Fi cl d llade l{cl ds: Type of Conrponcn l. Con l.a i n j nq l-hc wel d, enrbed , col d f 0r-rnr:d , Inc l..r 1 Applic.rhle Corle or SLandard: r_1 1n s pr,'c Led l'ie I sLrtds, el.c. ): Level or Crid line AR[45 El eva ti crn 191 'ilevaLion: Ioc.rtion(s) and 13 - l- r-onr i d n,r-c ni t i qG-ii n o t. cn c o nit i L i "ni- o il o nrc o-n r niira n c c . A I so incl priote, assiqned "F" prcIixed 0.0. i Lcnr nurnbcr and 0.ll . paqe n unrbc r . re [erencerl 0. D. l-i :; t itlone notcd Lrclc t.he AtLach (lppro- tnc Level or Grid line El e v.'r [.ion:_ELeE!rsn__191' ___l!_lqqb-'llt ee e-!p--P-c-rs-lj-p.o-aels--- I o c.r t i on ( sl e n colnrra-si-i n,r tlre a-re. a Gl_ o:- nl pe c t-i o n-o r'Le i 1, s : ---On-K-I ine from 13 - 15 lines and on 15,5 and 18 Iines from F.B to [.2 lines Provir.le .r cri ti qrlc of pri a Le, assiqned "F" rcf l'enccrl 0. D. l- i ''' l. notc.t io,rdlLibn-s 0r--nonconfulrrr,rrrcc. nTio r nc-l trcln tlre .rptlro- prel'ixcd 0.D. il.enr rtrrrnber and 0.D. poqe nttnrhcr. /t'cl-or" i,he l!one noted l-evel or ilcval.ion: tlevation 191' ?!-ry.ql.Lppfels_-_to-_Lc__tyrl.l l-pqte_.i-s___Grid line local.jon(s)-errcoii fas.sincr tlle a;ca(T)oi i"'.'];caaion or Lcsl.:': --Oa-K,-l ine f rorn 13 - 15 l ines and on 15.5 and lB Lrne_S_l_r_qm_[,8_to_11,?_Unel Prov jdc ,r cFL'i!rrc o-r'rrir Lett con? r Lionl noncon fonnance. Al so i nc I rrclc i.hc ai)Dro- numbcr. AL1.,rch thepriate, assigned "F" rc f ercrrccd 0. D. t- i s 1". prel'ixcd 0.D. it.cm numller,rnd 0.D. pagc Nonc noted Roma i n ing condii.inns nol- I isLecl r:ri [.cria . 0.11 . i I.cnrs r.rere l-orrnd confornrinq t.o Lhc s1-at-cd oo fnoEpENDENT TESTING €' INSPECTION SERMCES INC. I2OB4 VASI I: N COURT CON I l:{: n, COLOnADO 80433 (303) 674'7s60 Paqe of FiELD INSPECTION REP()RT FOR}4 INITIAL ViSUAL INSPECTION OF l^lELDING Inspector:Georqe Schwandt ITIS Job No. 052196- Date: 9-4-96 Fjeld l'lacle l,Jelds: X Shop llade Welds: Type of Wei cls Inspec Lccl : F-TTIc ts X Groove Other fvpe ol'Conrponcnt Conl.ainincl Llre ln.spected |4cld-[ie: colunrn-, bc.rrrr , gi rcJer, mome nt rve'l d, embed, cold fornred. nret.,rl sLrrcjs, etc.): As fggpf.d_g_d_b_e*Iqf Appl icahl c Cocle or Standard: Al^lS D1.l-94 alrd Pro.iect Stqru[.q-fds AR[A5 OF INSPECTION L levat r 0n lyt'PC double tees to PC columns i1 Levcl or Grid line ileval;ion: location(s) and 13 - cnconrpassinq the -rca (s) o i i nspecti on or tcs ls :F.B to K 15 I r'nes, and F. B to H.2 and 15.2 to 18 lines Frotilc .r critjituelf noFiacoril iti;io.* -or nonconToiir,.rrrcc. -/\l-i;-Tncluctc tne ,rppro- priat-e, assiqnecl "F" prcllxcd 0.11 . ilem nrrnrher and 0.D. paqc ntimber. At.t.ach the refercnccd 0.D. Ljst. 0n F.B.0n F.B at 14 and 15 lines the fillet welded co n n e c t i on s h a velo tlbetn c ombT eTEt-dTre to nil iloca tcd-Tn6ca-tTa te s on the-[e col unin. - -fhl s lita-6Een' e nTe red"bn-1 ffi-a {. ta c irec 0. D . T ist a s Leve'l or Gni d l.i ne Elevation: Elevation 191' PC double tees to PC double !ees--- i o.i i i o. ( tl *coi"6=ll.n-it -r . *. O K and 13 - 15 1ines, and F.8 to H.2 and 15.5 - 18 lines Provi dc ,r c ri L i que o n o l.ecl conrl il.ions ol' noncon[0rmancc.5O I nC pri,rte, r'rs5iqnecl "F" prcl'ixed 0.D. iLem ntrtnber,rnd 0.D. paqe referenced 0.D. List. None not.ed n unrllc r . e 1;he ALl.ach appro- 1.he Level or Gri d I r'ne Elevation: Elevation 206'PC T-beams to PC col I oc.r t i on ( s)lnconrr^r s sirg tlrc a rea s) of t'n specti on or te5 [s:--0rrl4and i5 lines from E.4 to K liiesto H.2 lines and on 16 and 17 FrotTdeal;l@ nonconformance. A so i ncl l,e tne priale, assigned "F" preIixed 0.0. itcm nrrmber and 0.D. page numbcr.Atta c h dppro- Ine referenced 0. D. Li st.None noted Rem,'rining condi Lions nol- I i s tecl ,ts 0.|J. i [-enrs r,rere found con[ortning to the stal.ecl r:ril.eri,r. (}ororNDENr ,rrr,il?" INSPECTIOIj SERVICES INC, | 2(ln 4 vn stll-'\l (lounr cc)flrf l.rrl, coL,onADO 80433 (303) 6i4'7560 P.r qe Fil:l-D INSPICTI0N RIP0RT F0Rl'l INIT]AI- V]SUAI. INSPECTION t}F l^lII.I]ING Inspector: ___!qojqll*w3_U{t__---__ ITIS Job No. -0lzl,9_6-- Datc: -9-4:9-6-- 1iof Fie'l d ilarje l.Jelrl s: X Shop l1a<lc T.ypc of i'{elds JnspecLccl : Fillcl.s X Oroove hlel ds : 0l.her-Gel col unrn, beanr, qi rrlcr, monicntType of C0ntponnn i- Con [..ri ni nq t.he t+cld, crnlted, c0ld 1-or-nerl , fict.,rj Appl i cabl e Cocle or Si-antlarrl : As rccorCed below Al/S D1.1-94 and Pro.iecI Standards AREAS OF INSPICTIt)N Elevation 206'PC double tees to PC T-beams encompassinry tho .rrea(s) oI t..4 to K 15 lines, and t.4 to l'l .2 .rnd 15 - lB lines Inspccl.ed l,/eltl sl.trds, et.c.): Levcl or Gri d l inc Elevatiorr: 'I ocati on (s ) ancl 13 - Irr-rrv i.lo ,r rri li,',i"11-I \l\'!- 'n o-r.r -i iii,l-: t. i ("r 5 n-i n o; c on ro r:rla? Cc-.-/ii :' o -in.l ll(iC i.irC ('1ll i) l'0 - ALI-acfr 1hopri a l-e. a s:,.i qned " F" rcfqr-f ncn<l 0.i1 . i.i sl . prcfixed 0.n. i Letn nttntlior .rnd 0.D. par;c ntrtrircr. N"onc noted Level or Grid l ine Elcv,rtion: Elevation 206'PC doubl e t"es !0 lq _ygll__p!.rc_l-9-a-t{-lF-up-i n s:o.aG)li-insneC-t-ion oF testi: 0n Klocation(s)enCorriJiaiiing the arca(s) of inspection or tesl"s: 0n K I i ne from 13 - 15 lines, and on 18 line from E.4 - H.2 lines Providc a cl-l ticii;-of priaLe. aLsictne(l "l:" rtf -"rccrl 0. ft. t i:, L n o Le rt-io t iifL; n a;- n o nio n io rnii', c e.lll' o inn-linr c flie a 2 ;r ro - preIixerl 0.ll . i Lcnt nttnrlte r ,rrrd 0.D. Paqe ntttrrhr2r. Atl-ach the fione n o.l ccl Level Grid I or il ev.r l.i on : ine location( and 13 - Elevation 2-6'PC double tees to PC dotrble t..es sl- enidr,paslinq' Lhe.rrc;1 i) oT-in:pici'rdli- orr L,rrt.s: - L..t-tq r,. 15 lines, and E.4 to I'1.2 and 15 - iB lines Provide a cri tique ol' nol.ed condil.ions o n0nc0n1'ormance. Al :'o i nc l urlc tlte priatc! irssjqned "F" prel-ixcd 0.11 . jtem nlrnrller and 0.D. paqc ntrmbcr. Attach reFercncecl 0.D. Lisl.. None notcd appro- the llcntainrnq cri l.l-i a . conrl iLiorrs nol- ljsLed as 0.0. i l.cns rvere fotrncl con[ortninq Lo l.he sl.a i.eri inspector: Field Ilade liJclcls:X Shop l1'pe of lnclcl s Insllr-'c-',.crf- fllliG X Groovc Gor,pirNDENT rEsrit a i NSPL'.CTION SERVICES I NC. 1;084 VAS(:l Ni CC)lll'lT c.o^|t:t:11 (:ol onArlo 804:13 (:l{)it) 67a-75G0 Pcrge 7 of _U_ FIILD INSI'i:CTI0N REP0RT F0l]M JNITIAL V]5UAL INSPECTION OF l4ELDING Georqe Schwand t, l TI S Job No. 052196 Date: 9-4-96 lladc l./el rls: X 0l.her--(I c: colunrn, lream, qirtlcr' ftorl0rr L As recorded below AiJS D1.1-94 and Project Standards Grid I ine Iocation(s)-enEolirir.iisir,q-t e-are,ilO-i-1 .-spcctron or tesl"s: C to D and 9.5 - i0 lines. and on E line frorn 4.6 - 5'2 lines rrovirle aJr-filiif-o-io-i.cit- corrctTtlon;-ita-i]0riaon-r0riilncc.--71;"o r"rcl rrdc the atrpr^o- priate, 11 ssiqnerl "F" prcl-i xecl 0.ll . i Lrjnr nunrher and 0.D. par:Je nttrnhnr. /il.t,tch 1.hc t'e f erenccd 0. D. l- i : L.The trvo connecl.ions on E line al 4.6 and 4.B l ines Te irtd_er.[l's.r.-s-_.r_r[s nq]tpy,.lnfue-J:._tiq1fq_d_ !l_a[q:_L-o_q-gff@!9!9-co'rnection on E l ine at 5 linc arn rnissing. _T_rr-i s--ha !_ lfe_Slf cnl.crs_6r:n_c-QlLl:qcr,l qll-pl|-L-iln9--a!- q,l-lrl9 -,111- lIllrLll9. --Lrl.l s--lll-qe-!rn eirL.c-re-u (;{r -the attached 0.U. List. as itern F-11. Type o l- Componen t. Con l.a in i nq 1.he t.rci d , cnrbed ,, col d [ormcrJ , nre l.a I Applicablc Codc or 5lrrndarrl : Inspec li.ed llcl d st.ud5, el-c.): Level or El eva1.i on: AR[AS 01. Elevation 228'-07' ]NSPE(,TIt)N Shea r tabs, 4nS|edfps, &-hga119-5s-q-Ls to c0n c rl embed ^1.+.^1., ro Le Ueval.ion:Elev.rti on 2?B'-07"Moment connecti onsLevel or Grid line 0n 7.81ocal.ion(s)encompaisinq tne aicaGl of inspection or tcsts: line at 4'-06" north of D line nxrvi.le 'rl;r licil,r: o-no',.nif , onil r t1 orr s oi n,rrr,^onf rrn ,riie. trt pri,rl.e, assirlneil "lr" pretixcd 0.D. il.crn nrrrlbf r .rnrl 0.D. parle Nonc noted l-pvr:l or ilevai.ion: Elevation 22B'00" Benl. plates to !re_qr1 f]qfg_el___ Grid line locai.ion(s) onicirffiGi'niai,hc;l:c,i(;I?-iniircCTio'iorl.csi.af-p_t_or_E_ and_ 6._4_- __.1-0- i _i nes so incl n ri nrh c r . ude ihe aporo- /t i. Iacli the prial.er crssiqned "F" refcrcnced 0. D. Li sl.. condi ti ons o nonconl'ornrance. Al SO I NC ed 0.11 . i t.em numbcr ,rnd 0.D. pnge numbcr. Ilone n oted no1;r:d prefi x ude the Atta c h rlppl'0- 'lhc Retraininq conrl ii.ions not. list.cd ('r s 0.D. i l.enrs rverc Iorrnd confornrinq to Lhe si.a t.ed cril.eria. Q''E'ENDENT r.rr,fr t INSPECTION SERVICES INC. 12084 VASEEN COUNI CON IIE N, COLORADO B0433 (303) 674-7560 Page of FIILI] INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF I.]ELDiNG Inspector: Georqe Schwandt ITIS Job No. 052196 Da [e: 9-4-96 Field l.lacle liclds: X Shop llade Welds: Type o1' l.lelds Inspectcrl : ti l)ci..s X Groove 0l.her Type of compenc,nt. conl;aininq 1.hc trxliEctccr Held-Fe: colunrn, bca;,;glrder, nomcntweld, emlled, cold formecl , mctal studs, etc. ):As recorded below /\pp I I cah te L0cre or Stdnclar(i : Al,lS Di. 1_94 and pro iect Standards AREAS ()F INSPECTIc)N Leve l or E'l evati on: Grid I ine location( --,.1 1qlrll 1 -4.6 l ines i1 area B.e n t j_l 495_1q_!q q m flq lg-ef_s) of insnccti on or i.r .i;s:BtoE rovide a critique of no l;ecl concl i Lions ol' n0nc0nf ornr,rnce .50 r ncpria l-e r .'lssi r;',r:d "F" refercnccrl 0.0. List. pre'[ixed 0.D. i tenr nrrnrber anrJ [r.D. nac]e nl/mncr. udc Lhe At l"ach appro- the None not.ed Level or Grid line Elevation; _q]pvation Z:g'-08" Angle iron X-bracinglocat,ron(s, encompassing the ore.r(s) of inspection or tests:DtoEand3-4lines Providc a cri bffion.s ofn-onc,,nf0ffr,r1ce.I so i nc ude l.hepriate, 11 SSiqncd "F" prcl'ixed 0.11 . itcm nrirnber and 0.D. paqerel'erencccl 0.0. l-ist. None noted nunrber.Attach appro- the Level or El cva ti on : Grid I i ne I oca t- i on ( sJ-enco-nifi safi q e area of nspecti on or lcsts: P rov ,r critique o notetl conditions o nonconformance. A so include the number. A ttachpriate, assigned "F" refercnced 0.0. Li s t. prel'i xed 0. D. i t.em number and 0. D. p,r gc rlpprO- tne Rem.rininq con<lit.ions noL I isl"ed as 0.0, itenrs vrere f orrnd conforminq to the st,rtedcril.cria. lNDi:i'iri\DIN-f l-[qr-; \c r- NSPf.Cl-lotl Sl:llvlclf S INO 1)0rr.1 vAi.c f : N c0u nr cQ|]rrcn, c()r.crlrAno 00.1 J:l (J0J) 67{ /5r,0 Paqc 9 ol' 1l Ri:t0nT 0f N0Nl)l:STRtlCT I VI TISTIliG in.',pector: Georqe Schwandt ITIS Job No.: 052196 DaLe: 9-4-96 Type of Connccl.ion'i csLerl : Tee, lap. and sinqle V-qro- Typc ol',llclcl TctLe<l : i:illcl;. X Groovn X 0Lhcr Typc of Tcs I lcrfor,ncd: t].'i. f4, P. T,* X D, P, T.---- Otlrcr- Appl i cabl c Code or S l.and.rrd ' ASTM E-709 . Tcs l- Pcrf orrned 'i n : Shop Fielcl X Frequency ol'Tc:, l;ing: 10 ?1 Providr:.) gener(r'l 5trrrni,rLion of Lhc comp0ncnl.5 antl vrelcls l.csl.erl anri lisi;erl 0" i.hc al, l:achcd N.D.T. Ccri.riic.irl: ion reporl.(s). Also provirle a Cr-jLiqrrc ol= c;ich n.lnqon- forrrrinq condi i-ior,(:; ) ,rnri :peci f.y Lliq C1.p. il.enr nrrmlrcr, preiircri r'ri'iir 4i "." l-o- f ieltl t:cs1.in(j 0r ('r n "5" ior 5hop l.c:t.inq, ,r:,: jrlncci {;6 g,rr;h nonc0nflrninq ccntii l.rqr:' . Also, irrcltrrlc l.lie ,r1;r'oprj,rLe 0.0. p.qc nunil,lr(:.) r,ri Llr e;rch I isl.cri 0.i), i t:crr. - The ai. lached "RepSf=_nof Maqnetic P.articl stinq'r- fepn list-s--_-_ those cornponents which received magnetic particle testing with appl i cabl e resul ts. llrclrrdinq nny i Lcm: oI n0nconf or-nrnnce, th05e rcmnininq componenl. vrel rl (s) iisl.erl o;r lhe atl"achcd N'0'T' certilicaLion forms h'tve been found in con[ornance r'r'i Lh thc sl.aLed vrelcl qualit.y r-ri l.eria. Vi..,ual In:,pectionl for ar.cr:pl.,rnce oI t.e: l.etl r,rcl d: ilre c0vercd in the "Vjsrral insper_tion".,ccLion crf tlris repor-1. prckaqe. Arldi I io,r,rl lnfot'nr,r t ion ',lrnnl Al l.rrlrnd INDEPENDENT TESTING & INSPECTION SERVICES INC. '1 2084 V^SEEN COURT coN tFER, cot.oRADO 80433 (303) 674-7560 REPORT OF MAGNETIC I'ARTICLB TESTING MANUTACTURER CI,IENT' S JOI] NO. CUSTOMI]R.S I. D No- __-41&-__ LIST OI] PNRTS OII COMPONENTS TBS'TiJD RESUI,l'S ItIPATRS-1rcc. nti. tac. nr.l . Page l0 of ll CLlJJNT' S CUSTOI4ER PROJ I'CT CLI ENT QrY. r.rx I,J L]i,D I; t{ S NO. 1.D. NO. ADDITiOt{nL CUSTOI'1DR INFORM^TION --.--*=-rrrs JoB No. _A-5-2/l_6_ 1' E S r r NG C O N D U cr E D r NIC aOR D^NC n ri:r;i u 3t,s_,zl/z-1i2a2 Q u A L r ry R E Q u r R E M riNr S E _t /s.,_w,L__t";{ E/S' _ _ -.7-;==--t- Vv"Ur r r r\!VU '" _L/-t.4-:Sl:--\!/-1!J--4{-=a----A-.!-,-)--..------:--.=----7--i--2--/-1- tt, FREQUENCY OF TESTING _1eee__ TYPLI Ot" l^l[LD l'tiSTED d<&E-S=JLor<*M /-lllrr|1T?A.Trrr\}.'r r-rroDrrLrrn ltcrrr-\. I\l'' DIIT qFn na l-/' rMAGNETIZATION CURRENT USED-: lC __, PULSDD DC t'-" -J--Tyrn oF neLr r pr.iliNr ustiD (l< r,!z I Z_l_,aLJ_dhlt_TYPiI OF TIIST: tvET DRY' ("-- RI]I.1ARI(S {,hn-/9/id' , |,1J11:.1t.*---6 I, TII!] UNDERSIGNED, ClIRTIFY TIIAT TIIE STATTJMDNT.S IN TIIIS RECORD ARII CORI1ECT NND THAT TIIE TNSTING I{AS CONDUCTED IN ACCORDANCE WITTI TIIE AFORI]MENTIONED RTJQUI RDMIIN'IS. - -:'l' QuALrFrc^rroN -//-__r N s p Ec'f oR ^ C_e qll o--_1.,h qA-*,J/_: .srGNDD ]*V.J,!* o.,tT: - --- n urr IoR r r,r.o r{" !orr1"_o=./01rt-,_.r,_tc..4 I,trVBI, OF TIIl S DA'i'D DN TE li --2.-/::a-C,. _--. - INDEPENDENT TESTINC' INSPECTION SERVICES INC. 12084 V^SE E N COIJRT COt.l lr l:11. COt-OnAOO 80433 (303) 674-7560 Page 11 of 11 LIST OF OUTSTANDING DISCREPANCIES Location: Go]den Peak Base Facil.|t.y Jobf : 052i96 Date :9- 4- 96 Inspector:_George Schwandt Page: 4 of on-goinq I ten # tion 228'-07" at E and 5lines - STNUClUN^1, MECHANICAL ANO MNTENIALS TESTING tN D I I'TNDENTI-E5_fiRG C, o iNsPE.*:).::RVrcES rU coN['t. ll. ('or.oR^oo 0043 3 (303) 674.7560 Client:Koechlein Consultinq Enq'i neers ITIS Job No.: 052196 Project:Gol den Peak Base Faci I i tv Loca ti on :Vail. Colorado Inspeclor:George Schrvandt This rcport packaqe contains in'formation concerninq specil'ic tests and inspecl"ions ol'sl-ructural sl.eel welding, strucl-ural bolting, sl;rtlct.ttral sprayed fireprool'inq and/or nondestructuve tesLinE. 0n1y the forms .rppropriate to the t.ypcs of inspecl.ions and tesl.s conducLed have been DreDrlr0(l and are encl OSetl . The specif ic criteria r.rLilizerJ in .judqinc; lhe clegrec ol' con f ornr.rnce for cach ,trea of inspect.ion is conl.a inecl on each individrr,'rl inspecLion j'ornr. Al so includetl in thi.., inspecl.ion Discrenancies",0.D. L'i s l.. Thef0r e,rch p,rgc isi,r/0d1 ._ts will llc Speci l=i c usage ol' [he 0. D. Li s L Paqe l-of I0 OBSERVATION REPORT 9-9-96 &[6ls; a-l1-96 pockage mrrj he I;iS' "Lisl. oi 0ui:si.,rnding 0.1). l-isL will he conse ctr{:'j vcly ntintbercd the clel'ic ieni. i t,eris conl;ainccl in lh0 I i st. is contained in each 5ec1:ion. If there are any qtrestions reqarding the contcnt of lhis report, illeasefeei free to conlact ITIS at your convenience. .\ t"-.......--/L*oiKJ/.- ilavicl l-. irt.urrleoh President iuEprNDENr rcsrtnOa INSPECTiON SERMCES INC. 1 2084 VASI: I N COtlllT coNlr En, coLonADo 00413 (r01) (i 74.7 5 60 F J E I.D I NSPICT J (]N RE PORT FOR}'1 INiTiAl- VISUAL INSPi:CTI0N 0F l.lELDING --,tegrse-S-sfrlta-nd1*=_- I TI S Job N0' -p5?U-0-- Lr:vel or il eva l;i on : Level i79' P.rge 2 oi l0 Datc: 9-9-96I nspector: Field llade l,lclris:Shop l'lade l.Jel ds : Typc of l,/c1cl s InspccL.r-'d: Fi1 I cfs X_ Groove 0ther of ConrponcnL Ccrnt.aininq thc lrr...+eTI.c,:l l'lcl(l-f-icl colunrn, be'rnr, qi . enrired, colcl [orrnerl , mcl.al slLrcJs, etc. ): .-- Ii.S--f.e-E-a[q1-e-d-,bg-Lqw i c.r h I e Cod e o r S l-a n d,r rd : _[!l-s_ D,-;,-l :95--q n!-Ilqi-q c t S t ildq.iei TyDe vre I rl Appl rcJcr, ntonten I At?[AS 0F ] NSPECT i 0i'l Precast (PC) wal I panei. tq,cglglglele!l9letttbed pla Grirl line 'l ocaLion(s) en-i:cnipiiil-nq trre arc;iiifo-rTsrieci-ion 0): tcsl's ; OnK - ---l-j ne.*f,rom-L5,-:-1,Lj-:les-,*ql sp-p,nL7-,-{ arr{-i,8ljre:;lryL-!,,--t--il-l!es -- nio"i,r'' ii.i 1ri",,.. nl n'-l;c|1coridiLiorts'0-f"ftnc-o-nfo'maiicc.-,1lso lt-i trcle i'hr: trpi)ro- priaLe. assiqned "[" re [c rrnceri 0.t). l.i:'1.. nrof ixerl 0.11 . i l.cm nrrrnlrar ,rnrl 0.D. paqe rrrJnll)cr. ALL,rch iiic None noted Levcl or il cval.i on: Lcvel 191' PC T-beams tS !!,-c.Sl-qryL:- Gr.i cl line locat.i on(:.1--e-nto-;iffigTlie-.rr,c,r-[il ol'-impe-CT-ion or lesls: 0n 1_6_.- -- andlT-lines-from-H, r r o v xrc_ a--cr I Tl q r "r o t- ri ;Te if i. c, n-(l-i t -in-na o l.ncrncr,nl'c, rnra-ncc.ll:.o inil ude Lhe apilr0- pri;ri.e, assir;nerl "F" r.e le re rr..ati 0.11 . List.. prcf ixcrl f/ .0. i i.cm n(tnrllcr and 0.r). paqri nttnilrer. Al'l-ach thc None notcd l-cvrl or- il 1y1 t ., nn : l_evel l9l ,PC dotrLrle tees to PC T-beams Gricl I irr: local.ion(s)- c rcor")a-ss-i n,j ttr,-. ,il'ea(s ) ot inspccl: jor or IerLs: . -On-]5.- -. -j-6-*a nd-,l7ji-n es-lr o nu ll.. L--J( I -n e-s Providc a cr pri,tl.e, os:i;y;rcd "F" prcl'i re [ercnccd 0. D. l- i s 1.. Liauc ol' nol.erl condi tions o nonconl'orntance. Al so tnc xcd 0.D. itcm ntlntlter and 0.D. p,rr;c ntltnbcr. p1l11 i.hc Al"t.rch appro- Ihe None noled Rcnraininq condii.ions noI Iisl.ecl as 0.1]. il.enrs rvcrc ftttrnrl confornrinq l.o t.ire st..ri.ed crilclia. *o.orNDENr ,rrr,rQ "INSPECTION SERVICES iNC. 12084 VASEI:N COtlnI coNlt[ 11. cc)LonADo 80433 (303) G74'7560 Page FI EI-I] I NSPE(lT I (]Ii RIPORT FOIlI4 INITiAI. VISUAI. INSPECTION OF NELDING -_jeqrse _Ss_byaad_t---=- ITIS Job No.--012196- Dale: 9-9-96 Field liatle Helrl s: X Shop llade Welds: T.ypc of i./elcls In:pci[,-.ti. Flllei.s T--Groove 0lher Type ot'Cornponcnr. Coniairrirrq t.he ln..lrect,cd lieidllc: coiirmnltiii.i-m, liFilcr' nrorrcr",L rvcld, onbed, colri iornredl rrsl;;1 I sLrids, el.c.): ___A5__f..e_co-rcie!_bcj_ou_App1ic.rb1eCodeorSL.rndarri:AliWDi.-1:_96a_ryiP-ro.j.e!-Ll'LqqdaIds- ARI:AS ()F I NSPICT I t)N l-evel or ElevoLion: Level i9i' PC double tees to pC rygll__pqll-i--C-!4-!gl-t-pins Gricl l inr: loc.ri-ion(s)-nidrpttiln,ifhd-ol:e-,i(i)o:i inirrcc-tlin ol:i;ei'Ls: 0n K line fronr 15 - 17 lines. on 17.4 line from J.3 to K lines, and on iB ljne 10of InspecLor: from H.2 to J.3 liens P'-ovTdc,r cifTirJc oa-notei c-onin--tl..rns ij fno'rconfornirncc. /tlr,o inclrrrlc Llie appro- prial:o, assiqnr:d "1" p."f ixerl 0.0. i tem trttnrlrer ,rnd 0.D. pac;o ntrnhcr. A'i. i.ach 1.he [ione noted Level or ilevoi:ion: Level 191' Grid I inc I ocol.ion( sf-enc.ointtaaalng Lhe PC doub] e tee s !q-LC-19-u!Ie !-e-es-a-nd--P!-epl-unrr s ro-.it:;1--"OTn{nnct-ion or tesLs: H 2ar:cJGl-ofTniprecl-l on- or tes Ls : H, 2 to K and 15 - 17 lines Prov idc ,r crit'i (iL,e of n n, L,eitJir,,,' i l. r on s';l n ort c;n f o rn,,r n c e . lll;o-ln;fJClc Ttie-T pp'Fo - priaLe, atsiqncrtl "F" referenced 0.D. l-ist prcf ixecl 0.n. j t.ern nttntbcr .-rnd 0.D. p.rqc ntrntlter. A{-1,rch l.he None noted Lcvel or Grid I ine iilnval.ion: I oca l.i on( s-)-errconrfrissinq ttre aiea(T)of inspecLton or tcsL5: Prov jcle ,r cri l.iqrrc o noterl condi Li ons 0l noncon.f 0rmancc. pria[.e, assigned "F" referenccd 0.0, list. prefixed 0.D. itcm so i nc I u nurnber and 0.0. paqe n t,ntt) e r . e Lne Al"Lach (rppr0- the Remaininq conrli i. ion,., nol. I isl-erl ;r: 0.0. i l.ntns rvere f 0trnrl conf orriti riq l.o l.hc sl.al.cd cri t.eri a. (RououNDEN' ,urr,.t o INSPECTION SERVICES INC. 12084 VASIIN COURT co N I F l: n, cot-ol:l^(Jo 00433 (303) 67a-7560 Pa ge FIELD INSPECTION R[Pc)RT FORI,I INITIAL ViSUAL INSPECTION OF I\JELDiNG Georoe Schwandt ITIS Job llo. 052196 D,tte: 9-11-96 Shop l'lade l,/elds: Type of We'l ds Inspccted: Fillets X Groove 01.her-(i e: col rrrnn, bcJri, q,r(ler, nionrcni, 10of Inspec tor: Field l.lade Welds: 'fype of Conrponent Containinq the weld, enrbcd, coid fornred, nret,r1 Applicabie Code or Sband.rrd: Inspccl.ed l,lel cJ studs, et.c.):As recorded below A|.lS D1. 1-96 and Pro.iect Stanciards ARt,AS 0F INSPICTI0N Level or Elevation: Level 179' PC wall panels to concrete embed plat_es Gricl I ine loc.rtion(s) cnc-onrpa$lnq tle 0re,rTsJ-oaln.qpecTic,n or t-cstsl*-O-n f 'l ine frorn 17'- 18 lines an'O on the n'orth sicie of K'l ine at l6 and iffines-- F-rov-Tne tTiTtlcruc nf rroi,x[c.c,ncl I Lions or norrco-nformancc.-Al so i nc lrrdc f.ie al)i)ro- nunl.lcr. At. l-ach t"hepriate, .tssiqned "F" prel'ixed 0.D. iLcnr nunrber ,rnd 0.D. laqc re fercnccci 0. 0. L i s t.. None noted Level Gri d or Elevotion: Level 206' l'ine I oca ti on( sf en-ompassi ng and 17 lines from H.2 to K PC T-beams to PC col umns i nsncctr on or tests: 0n 16the area (s ) of lines Provi de a c ri 1.i qtre o I not.cd cond j l.ions of nonconfornrance. /tlso rnc ucic thc ALL,rch appro- t;ncP ri a'1.s, aSsi clncd "F" re[crenced 0.D. I,i:. 1. prcf ixed 0.D. i 1-cnt numbcr .rnd 0.D. paqe nttmbct . I'ione noted Lcvel or Grid linc K lines and 15 enconrpassing - 17 lines Elev.ri.ion:Level 206'PC doub'l e tees to PC T-beams location(sJ tl-rc,r ieJfs)-o|.i nspcc Lion or tcs ts : --j1.Zlo-- rovide a critiqtre o pri ate,,rssigned "F" rel'erenccd 0.D. List. no L,cd conditions of n0nconformance.s0 rnc ude the oppro- prcfixed 0.D. item nunrhcr and 0.D. paqe n unrbe r.Attach the None noted Rernaininq conditions nol: list.ed .rs 0.D. i l.enrs were forrnd conf orminq to t.hc sLated cri tc ri a. ]oEnENDENT rnsrle a INSPECTiON SERMCES INC. 1208r VASEEN COUnI CON I Ft: n, COLOnAiIO B04 33 (303) 674-7560 Pa ge of Inspector: FIELD INSPECTi0N Ri:P0RT F0RM IN]T]AL VISUAL iNSPECTION OF l^lILD]NG Geor.'e Sghwandt iTIS Job No. _01?196 Date: _9-11=96_ Fi el cl llade lJel ds : X Shop llade h'e'l tl s : T.ype of ldelds Inspcctcit . riiTcts-_-X--Groove 01.hr:r Tyfe o1'Cotnponenl. Containinq Lhe tnsrli;iteci ltelcl-[i c: c0ltrnrn , bednt, qi rclcr, monte nt d formed. nreLal studs, c1.c. ):As recorded below or Sl.andard:At,lS D1. l-96 and Pro.iect Stand,rrds AREAS t)F iNSPICTIi)N or [] ev,-r ti on : Level 206'PC double tees to PC wall panels i ne I oc.r t i on ( s ) crr.o'r,rra iilng fit;Tn fs_) of-Tn s pnc Lnn oi fes t s : line from 15 - 18 lines and on 1B line from tl .2 to K lines i0 wcl cl ., enrbed , co1 Applicahle Code Leve I (rF] d I 0nK ['rovi clc a cri ti qrrc of' no[er1 cgilnjr ni of rnn'conio-rn-,incc. [t io i ncl trrle Ihc rrl)i)r^o- ALl-ach Iheprial-e1 c1 ssigned "F" pr-cfixed 0.D. itcnt nrrrnber and 0.0. paqe nrrnrl:cr. rc[cr-elrcqcl 0.D. Lis1 .None nol:ed Level Grid I or El eva ti on : 'i ne I ocati on (s and 15 - 18 Level 206'PC doubrl e tee cncompa s s 'I ines to PC doubi e tees te area(s oI i nspcc on or tesl.s:H.Z to K Piwicte a c.ri tlqtr,-. oi n o [.ed conditions of nonconl'ornrance.50 r nc ucle t.he appro- preIixcd 0.il . i 1.0m nunrirrri .rncl 0.D. poqe n unrhc r .At.1.,rcli i.hc Nonc noted pri a te, assigne(l "l'" r-cfcron.. 0.i1 . l.i:.1 . Levcl Grid I or []eval.ion: Level 179' to Level 206'Pc_p_anel s to PC -p_allq]:i nc I oc.r ti orr(sl-TriiorrrpiTilncfttrc aiT;Til;t'-inip?rit-ion or Lcilil 0n the north s'i dp of K line at 16 and 17 lines lrrovr(le a crt Ltque 0f nol:ed conditions o n 0n con l-ormance. A lso i ncl ttdc t.hc,rppro- pri a l:e, assigned "F" rr: [erenced 0. D. Li s L. prel'ixed 0.D. itcm number and 0.D. page number. ALtach the None noted llcmaininq conrl ii jons nol" I i sl.etl as 0.0. i l.enrs rvcre Iound conforrninq to t.hc s l-a Lccl cril.cri,t. OnioEpENDENr rusrit a INSPECTION SERVICES iNC. 1 2084 VASIi:f'l (]Otrnr coN li: l: ll, (lol-onAl-)o {.104 3.1 (303) 6/a'7ir60 FIEI-D INSPICTION RIPORT FOR}.I INiTIAI- VISUAL INSPICTION OF liELDING ITIS Job No.__qS?l-9-6 Shop llade !/el ds: Po qe Dal"c:9-11-96 10 Inspector:Geor^e Schwandt [i el d l.l,rde h'el ds : X Type ol'|{clds lnspcct-cl : -ililets X G roove X Ol.he r-fype ol' Component Conl,rininq Lhe t nipeTt'ed wel d-ficl col umn Jre,rrn,-?lfrrler ! mornen r t,rolci , enrlled, cold f ornrcd, mCL,rl si.rrcls,, cl;c.):As recorded belowApplic,rltlc Codc crr Sl.onclard:AlS 01. L:96 ald P'tAJ9g!!|qtdgr!:__ AREAS 0F INSPICTI0N Levcl or |jl eva1.i on : Grid I inc local"r'on(s) I ine al 5 ano cnconrp.rssinq 6 I ines tl evati on 228' -07 "Moment connecti ons 'I ha rrnrte I nf ine^^.lian,rr ll^.1r. rr1,,( L',,-,.r\.\/ \./i 'r'-)lrLu Vn 8,6 Provi ile ,l cri L iqlrc 0 -;ct.d co-nrn- ti rrHs- o i-noniontoir ,rrrcr.-nt so i nc I prial"e , r'li.,5iqned "F" prcf ixefl 0.D. i Lcrn nirnrbcr .rnrl 0.D. Dar.ic n rri;; lt c r . None not.erl rrclr: i;hc appro- /ti.t.ach t.he Level or il Grid I ine I and evdl:r0n: _ [levation 238,-08,' Moment connections oc,rtion(sJ-crrcornFas.5inq t:lre-;;'ea(-i)-0t'-fiil;ccll-on-ol- tcsts: At C4.6 1ines and at C and 6.4 lines n- - -_---i-f'rovrcle a cr'r l.tqr/f of nol.crj conrl il.ion:,, of nonconf orm.rnce. Al rrrir' j hn ;lnrrrn-so i ncl n unt lr e r .Al.Lach t.heprtaLe, r'lssiqnerl "i:" pr-el'ixcrl 0.0. i jorn nrrnrllcr- ancl 0.D. Jr.rqere f ercnccd 0. D . l_ i s 1.. None notcd Lcvel or Ilcv..rl-ion: -_-LlqygtiSn 238'08', Headed anchor stq{9-_1LJ4S)Grid I ine loc.rt-ion(sJlncAniD;nsfri'g (.iia tre;iil-or-insjr-crion or Le:t_s: B to t andt - 4.6 Iines Provide a cri Liqtre of noted condi tions oI nonconformancc.prial.er tl s5iqned "F" rel'ercnced 0.0. List. prefixed 0.0. il.em nunrbcr.rnd 0.D. naqc so jncltrde t.he appro- numbcr. At Lach the None noted Remainincl conrl jtions noL list.crl a: 0.{-.) . ilnnrs rver-c f oLrnd conforrninrt l.o l.lie siat.ed o^i t.eria. CNpTpENDENT resn'Q a INSPECTION SERVICES INC. | 2on4 vASl-l:N cr-)lJnr CONlf l:n, COLOnADO 80433 (103) G74'7560 Page 7 of 10 FTELD INSPECTION REPt)RT FORIl INITIAL V]SUAI. INSP[CTION OF I'/ELDING inspector: George Schwandt ITIS Job No. 052.196 D.rl;c: 9-11-96 Iield llacie l,lclds: X Shop flcide l^lelds: Type o t' l/el ds Inspec [ccl . Fill etl^s X Groove X 0t:hcr Tl/n0 0t'Conrponcnl. Containinq l.hc Inslrect.ed l/eld'llc. coiunrnJrr:,rm, gilrlcr,,',tollrcrrt vreirl ., emhcd, cold forrnccJ , nrel:,:rl st.rrds, el.c. ):As recorded below Applicable Codc or Sl..rndarrl :Alis D1.1-96 and i)roject Standards ARL-AS t)F ] NSPICT I c|I.i or ilev,rtion: Elevation 238'08" 0ent olates to beam flan ine loc.rtion(s)lnconipassTnq-Lhe tre,rGl-tf-jn-spe-c-tion oi- i.r:s-fil and 4.6 - 10 lines Levcl Grid l t,r0vi(te a cri Li(1ue oF noLcr.l conditions of nonconfor-nrancc. Also incl rrcle t-iiepri.rl.e, assiqned "F" plef i xccl 0.0. i l.erir rrrrnrllcr and 0.D. fla clc nrrrnber-. Al"l.ach re Icrencetl 0.0. l_i st.None noted t'l ilpl'O- the Level or Grid I i ne Elevation: 1 oc a t i on ( s) e rrconr rra ssin g-Tlie a-ica fil- o f-i n i pe c tio n-o r tes ts : Prwiae ,r cri-tTqrrc o pri.rl.e., .rssigned "[" referencecl 0.0. l_ist.. nol.ed cond prcfixnd 0. oI nonconIormance. A nrlnrircr an(r 0.D. porie tions ll . ilem so i nc I nlln'f,er. ii clc l; he Ai.t.acli ('l l)pro- llre Level or [-lcval:ion: Gr j d I i ne I oc.r t i o n ( sT nic. ornp.riiffi -tTrc aTbt('f) o r-Tn r+e c-iioir ol:Lcs[.].': lrovrdc a cr-rLrque oI no l.ecj condil"ions ol nonconfornrance. A]so inclrrde Lhepri,rte, issigned "F" prefixed 0.D. i Lem nrrmfer ,rncl 0.0. paqe ntrnrbcr. A1:'u,rch refcrencecl 0.i1 . Lisl.. d pD ro- the Remaininq conrl ii;ions not. IisLed as 0.D. i l.enr5 r.rere found con t-ornti nq to Llre s1.a terlcriLcri.r. IIIDEPE|\DENI I ES I INQ t' O IN s PE.I|:):*RV[CES I U cor.ltr ER. cololl^ljo 004:l:) (:lol) (i74-7560 Pagc B of 10 VISUAL INSPECTTONS OF STRUCTURAL BOLTED CONNECTIONS inspector; Georoe Schwandt ITIS Job No. : --!-52-l-9-6-- Date J-U:-9O Type of Bol tecl Connections: Fricl-ion---Bear-ing X Type and Size oF Bolts InspecLed: A-325-- X -- A-490 A- 307--- AREAS OF INSPECTIONS List the levels and areas oF inspections s€pnrdtely with a critique of nonconForming condjtions. If 0.D. List is utiiized, designate the item number and 0.D' page assigned each nonconforming condition. Location: Elevabion 2?-8'07" Steel to steel Areasof Inspection: B LoCand I- 4.6 linesandBtoCand4.6- i0 lines Di screnanci es : llone noted Location: Elevation 238'08" Steel to steel Areas of Inspection: A to E and 1- 4.6 lines and B to E and 4.6 - 10 lines Discrepancies: At C and 3lines the bolts have not been tens'ioned. This has been entered on the attached 0.D List as item F-12' Aclcl it:ion,rl Pacle At. 1.,'rcl'orl INDEPENDENT TESTIN;! INSPECTION SERVICES INC. 1208,t vAS f:- [ N C(]( tr coNrF I n. c.ot.onAt)o tJ0433 (30:t) r-i7,4.7560 page 9 of l0 LIST OF OUTSTANDING DISCREPANCiES Location: Golden peak Base Facility _Jobf : 052196 Date: 9_11_96 Inspector: Georqe lchUadt _Page : 5 of 0n-qojnq I ten fl STnUCTUnAL. lvtECr tANtCAL AND MATf ntALS Tf STIIJG rtf$l; I-iS PECTI ON SERVICEC riC. I2OB4 VASEF.N COLIRT coN I F r: n,co t?.?133 nor.. Pnqe 10 of 10 Rl: i i\5P[CTi0NS Typc of Rcin:pect'ion; Visual X Torque Testing NDT inspector: Georqe Schwarylt ITIS Job No. :-Q52196- OaLe:--9:-LL90- List thosc -i lcnrs rejnspecteci . Re[cr lo 1.he 0.D. iLenl' 0,D. paqe numbcr ancl ^origin'r1clate for rcporl.ing of lLhe 0.0. jtcnr. Also indicate i l' reinspccicd. itcm conforms to ori ginal projeit stanclarcls, modil'iacl standards or acCepled jn the os-built conrJition. Conrljtions found ini LialIy in nonconfornt,tncc 1;o ori ginal projcct stand'rr buL srrbscqrrcnLly r.cvier+cd ond occcple.l ny tne rasponsible aut;irority shall have such acceptance in rvriItcn forni anrJ rtiticn coni'jrmation shall be aLLached to thjs rep0rr. c0i.ii.iINT5 Anchor bolts i nsta l ed r En l neerl n er En i nee ri n directive ORiGiNA c()iiF0nr4iNG It, STANDARDS ui:Pt,RT I ACC. BY Ii\ic. Ri:VIEl,r DATE IAS-BtJiLT I l.i(]ilrFiID -a&?s-e-q l-_-- I - --l---, di recti ve Anchor bo] ts ins 9- i1-96F-11 loe-04-s iNDirP'ti\DEN-f TES Titic o - INSPECTION SERVICES II - t aoB.t vASEt:N CO[rnI coNlFIll. coLonADo 00433 (30i1) 674-7560 Paqe 1 ot' 4 OOSERVATION REPORT Client:Koechlein Consultinq Enqineers ITIS Job No. : 052196 Date: 9- 12-96 Project:Gol den Peak Base Faci-l i !11 Loc,rIion. Shop Inspection/Zimkor Industries I nspec tor :Georqe Schwandt This reporL package conlains jnl'ormation concerning speci Fic tests and inSpections of stiucLural steel weldinq., strrrctural bolf.in9, Structur.rl sprrl]ed fireproofing and/or nondeslructuve testing' 0n'1 y the forms appropriaLe to the Lypes of inspecti0ns.rnd tests conductcd have been prep.rred and are enclosed, Tlre specific criteria utilized in judqing the deqree of conform,lnCe For each area of insnection is conl;ained on each indiviclu,rl inspecl.ion form' Al so i ncl rrrleci l.)i scrcpanc ies" 'l'or each paqe Specil'ic rr:.,age in 1.hi s inrpecLion packaqr: m,ry be iTiS' "l-isl' of 0u1.sl;anciing , 0.0. t-isl,. Tlre 0.0. Li."t vrilI [re c o n s e c i r 1; i v e 1 .y ntrmtrcrerl is..,rrecl , as will he the clnt-icient iLenrs conl;trined in l"he 1ist. oi Lhc 0.0. List is contcrined in each seclion. if there c1 r€ dn.! ciuestions regarding the conLent ol'this rep0rt, please feel free to contact ITiS at v0ur convenience. /5^,*&Z David L.5l-urqepn Pre:,i dcn I o,iilll:tIffi$tt,if,ilir 1l{)ll,r vA5r: FrJ COl.rll r cof i! (.11 , c()l.ollAt)o n0,l:ril (lloll) 67,1 7t|i0 Pagc 2 of 4 SIIOP IIISPECTIc)N REPORT FONil INITIAL YISIIAI. INSPIC'TIONS OF l.{[LDING InspecLor: Georqe Schwandt tTIS Job ;i1e.. 052196 ;111p' 9-12-96 Fi e1d l"1adc I'lr:l ris :ShoP t1,14s l^/cl ds:-- x'fvpc oi l'/clci :,, insDecLc(l : Fillcts X Groove X 0l:hcr T.ype ol Con:poncn L Conl;aininq Llrs Inspecl.e<l ultld (ie: column, be.tm, g j rcler, nrunrcnL lrcld, cmbod, c0ld forrncd, mctal sl"rrds. etc. ): Appl ica[r1e Code or Standard: AWS Dl.1-96 and Pro.iect Standards l-isl cornponcnls 1:estcd.:nd inspecLr:d on "shop InspecLion Lort" shcel.(s) ond il ttach. NONCONFORI'tING SI(OP INSP[C'iI-D ITEH5 Proviclc a cli Liritrc 0l' nol.r-.rJ contl j Iions ol" noncon l'ornrancc. Rr:f er Lrr i.hc condit.iori.',lly line i l.oin nrtrrrber providcd .i n Llrc lcl-i. hanrl colrrrln of l.he "5lrnp in:,pec{.ion [_oc" shecl-. Aiso, lisI the apnropriate, assigned 0.lJ.iLenr nunrbcr (mrrst. bc sul-iixerJ by "5") ,rnd 0.D. page nrrmber. Ple.rse attach the refcrencerJ 0.0. List. lh0 rem.r ining connections inspect.ecl , as described in l.he aforenrnnl,ionccl l'0rmtt., t'tere f orlnd l"o bc i n con f ormance to 1.he s t.tr l.ed cr i l.rtri,r . MUU o r.i s Prtl,:).:.::tY,:tt'l corJll.l. ll. (:()l.ol l^l.l(.) ilil,l:ll r:l0l1 6 /4 /560 SIIOP ]N5PIC'I-ION LOG SII[[T Inspector: Page 3 of 4 ITIS Job No.: 0{:,3/?G oot"t 7- zA-?6 Comnren t s t:. ,' (j ( ,1.C' ?0 I---.i?l I ?q 30 /3?_,L:F- D20 _01._ _t, lt ,11-- 3? Cambe rConrponen L ar.Fi tt 't | // .<.J / J- /7 I-.-r---'L,/'t -z;1of- t,, nQ-I)\Y_:_._!J_.i / e3q'9 ^/)ljlr-t J;. - ['!' 1n;, t 1 _ t, __ - -_ ,,/0/,-,4 tt | ,' 3/ / ?-/?i "J? fll t iilt:Pl- lr'1U[i'i:llUti'tI l tJl ll\Lr t"' o INsPEtli:), :*:y,1"tut'r' COr.lll:t: Irl, OOLOtIADO 00411 (:r0ll) 674. /560 SIIOP iNSI)ECTION LOG 5IIIET Inspector: 11 t? Page 4 of 4 ITI S Job no.: OSst?6 s6 r-' ?-/J-76 ;u_ l2 Conrnoncn L Commen t s /o'/ -c /3??- zt/;- t "t.tD-r./_cLfzJ_Y iNDi:i'}Ch,);lill' l"rST;l;C C ^lsp.cr ion si:r{viccs n;ctv'-' I io4.t vAl;t.r'N cotjnT Cor.tlrt ll .;Ot.Oft^t r') tr0433 (:'o]i 0 /4. /560 P,rqe l_-of OBSEiIVATi ON NEPORT Cl j en L ;_ Koechl ei n Crnsulai n-gl!_grleqrs_IT I l> Joh i\o. : 10-2-96 & 10- 3- 96052196ila i.e : l'ro j ec i: :Golden Peak Base Faci l itv Loc.r l. ion :Vai l, Colorado In.'.pec1.or:George Schwandt Tlris reporI pack,rqe con i:,r irrs infornai.ion concerninq speci f ic i:csts and in:;i'lccl.jons of slrucLur.rl si.eel welc.l inq, sLrucLur-.rl bol t;inq, st;ructuralspr.ryerj.I'ireproofin0 rtnd/or noncJestructuve 1;esLirrg. 0n'l .y l.he forms appropri tr te to Lhe Lypes ol' inspe c L ions and tesl.:., conduc i.ecj have beenprcp,rrerl ('rnd arc encloterl . The sirecific cri i.eria rrl.i iizecl in jrrdqinq 1.hr: dcclree oi con lcrrrnnnce l"orei{lh trqa ol- i ir.-.'pr:c i, ion i5 c0n'La iired on each indiv.i cJrr; I insi,ec(:ion .form. Also iircirrdt-.cl in {.hi:. inspection p.rck.r1le may irc ITIS' ,,1-isi. o1.OtiL..,t,rncling D'i screpancir,.s", 0.D. Lisi.. The 0.D. Lisl. vrill ire consccrrl-ivel.y nirrnl.rr,"rccl " lrrr r.oclr paqe is:rrr:d,,rs r,iill be t.he ciei-icient; it:cms conta.i necl in t.he lisL.Spr.:cil'ic ri:,ngc ol' t,he 0.D. Ljsl. is ,,rril..r jncr.l in ear;h secLion. iF i.here nre any quesiigp. 1-1r;ardinq t.hc conl.enl; of l_liis rcporL, please i^cel Iree to conLacL ITIS.rL y0rrr convenience. \ ,-?,Ja.da.t A.*4;,@ llavid l- . Sl:l.trgeon /'/ Presitlr:n 1, t'z ii'i.-;tji.:;'l G; ITPICTION SEltvicES INC. o - l2on4 v1l;t:t!N CfrtrfiT coltlrI ll. c()L0llAl)o 00'lJ3 (:lo:1) {i7,r. r5rio Page 2 of 9 VISUAL INSPECTIONS OF STRUCTURAL R(]LTID CONNICTIONS George Schwandt ITIS Jotr No.: 052i96 0.rte .10-2-96 Conncc L ions : Fri c I ion ----_Be,r ri ng of Roll;s In.',necl.ed: A-325--. I Inspector: TY6re of Rol ted Type and Size A- 307 Li st the 'lcvcl s rtnd are,ls of conditions. I F 0.0. List is assigned cach nonconforming /\R[A5 OF INSPECTI()I;S insrec[:ions separaLcly with a criiiqrrc ot' nonconl'orning u1;iljzed, desiqnaLe the itcm ntrmllcr.rnd 0.D.p,q. cond i [i on . A-490 0Llter Cri leri a Location: Elevation 228'07" Steel to steel Areas of Inspection: H to J and 2 - 5 lines Discrepancies: None noted Location: Elevation 238'08" Steel lo steel Areas of Inspection: E to J and 1 - 5 lines Di screpancies: None noted Aclrl it ion'r1 P,rqe Atl:ached tnCpEirDEiqr rusrt ilc J INSPECTION SERVICES iI.iC. 12084 VASFIN COt.Jlll CON lt. l: ll. COI ()nAl)O 110433 (3():t) G74-lfr60 Paqe 3 of 9 FIILI] INSPEt]TION tiIP()RT FOR}4 INITiAI. VISTJAI- INSPICTI()N OF l,iELI]]NG Inspecl.or: Georgg_-.Sc_!ry34!l ITIS,lobllo. 052196 Da{.e: 10-2-96 Field l.lade l,Jelcls: X Shop li,rde l,lelrls: Tvpc o f lJel ds Inspic r.cit-l -tTll el.t--- X----'-Cronve 01.hcr-- Typn of ConrponenL Coni.aininq l.lrn I[..licitr:rl l.,nltl-[r nl colr,nrri , -,r",ri[- rii r:itnrJiot,i;nL weld', enrbcd, cold forrnr--d, ingl.,1 I sl.rrris, oLc.):As recorded belo,; Appiic,.rblc Co(le or SLandard:At^lS 01.1-9fi ,rnd Project Stanclards Aill-AS 0F IN:'i)i:CTi0N Elevati on 228'07" e n;omp a;i]; q -*rei-r-e J[i I o t r n s-p e c1-l o n--o r r nes Level or Elevaiion: Grid Ijne Iocation(s) and6-10 I Headed anchor studs irAl)Lesls: C to E Prrrv icle a cri l.ique oi'no {.ecl cond i L i on s oI nonconIornr,lnce. Al nr/nrber attd 0. D. p.rqc so incl uclr-. i.ite a Pilro- l;h cpriate,.rssiclned "F" rr)it:rcnceri 0.D. Lisl.. prcf ixed 0.D. il-enr nrniber. At-lach None noted Level or Elcvat'i0n: -- E-lev-a-iiqn-?29--Q1-----.-5,hea-r:-tabs-t-0 concre.te-embecl-p.l-a.te,s- Gricl l.i ne loc,rLion(sl-enL'crrnjlJii'i niy t.he-ar':l(l) oi -iuipcit.ion oi 1.csts: ___0n_j^5 - _ I j_ne _between F and_ [. 5 _l fne_S _____ pri ate.' assiclned "F" prcl'ixed 0.D. ilern nunrhcr and 0.0. p,rqe nunrber. /rl.t.trch ,:rpi)r0- t.he lc f crencr-.ri 0.1). l-isl.. riovira,r cri-t.iqi'-c nr nol.liit-ibn?-ii.-i on'. rii-nor:ion-ionn,rncc' nli;-Ti;--iicic-ll.n None noted l-evel or Eleval:ion: Elevation 238'08" shear tabs Lo concrete embed olates Grirl line loc,'rLion(sl-enCoinllaiiing flip. are,r[i) cTTn'spec't]on or -tc-:,G: 0! Ej -line from 3 - 4.6 lines referenccd 0.0. List.0n E.5 and 5.6 lines at elevation 230'0B" the shear tabs have not been Tufjl wilTeTleTaAd--io lle em6i-t-pmt€. TFiTha;leen p rotlie a c i iTiaffi 0 n c fiTo rm,r rrc e, A-1-l-o-Tni-i tr? e t ti-e-a p n ro - priabe, ,tssigned "F" pref ixcd 0.D. i Lcm nurnber and 0.0. page number. ALt.rch t.he entered on the attached 0.0 . List as item F-14. Remaininq condii.ion", nol lisl;etl ,is 0.0. il.enrs wcrc Found c0nf0rnlinq l"o t.he sl..rLcd criteria. r,*rlpgnDgNT rurlno O INSPECTION SERVICES II\C. 1;]08.1 VASI.IN COLJNT coNtn n, colonAI.)o 80433 (:l0il) 674-7irli0 Paqe 4-_ of g FIILD INSPE(:TI(]N RIP()RT FORI,I ]NITIAI. VISUAL IIiSPECTI()N OF I/ELDING lnspec Lor:Georqe Schwandt ITIS Job No. 052196 D.r te: 10-2-96 Field i.lade Welds: X Shon llade Welds: Type ol' llelds Inspcitcrl: fi-l loTs-T --Groove 0t:her-'_ilu1l-Joints Type of Contponent. Conl.aininq 1:he tn*ip"c.t.nct tteltl--Gcl'colrrnrn,-]ciix, r; :i:ri"r. -rl'circif, weld., ernbecl , cold fqrnred, mef.,ri:i.rrds, el.c.): As recorded below Applic.rblc Corle or St.andarrl: At.tS Ot.i_-l!_a.10_[oje_c_ij1a;Oqia.s" .--- -_-ARI:AS 0F I NSPI:CT i 0N Elev,rtion: Elevation 238'08"n.nt ptates and angles to beam I o c,r t j o n ( s ) -e rrconr p aTiTn cl Th-e a r e a fsl-o-F-l nTpetTio n o r-ttr sT ;:EtoJandl-4.6 lines Level or Grid I ine l'rov rtlc rl crt ti Que ol' not.ed cond i Li ons of nonconl'ormance. AIso incirrdc thept'iat.e, assi !n(-.ci "[" prcfi xeci 0.D. it.cnr ntrnrhcr .rnd 0.D. p,rqc nun;irr-.i^. Ai.Lach .1 p il ro- i.he Levei or Elev.rt'i0n: ____-Eleyqliqn 238'08" ._jfrg_]_e_-tq_t-ub_e__c9]-U[]l-s_j_o-!:_b_e.j1!_Ll_]_O_tesGrid l ine loc.rlion(sf enionipa-snnq- tlie areaTi) oF'ln-ipeiTion--or^ l.{rsi:i---dt - re f r.:rencerl 0. 0. Li : t,.i\lone no bed linefromE-Hl'i nes l'rovldc a cr'rLlque of no i:ed concl it: ions of nonconfornrance. Ail,o include tiit:tl l) p rO- tne wel d priaLe, d:,5iqncd "F" prciixerl 0.D. jtern numbcr and 0.D. pa.le nurnber. At.t.rch referenced 0.0. l-ist.0n G and 2 lines at elevation 224' 09" adoi.ional ___i_s_tSSy i re d d u e t o u n d e rc u t - on tn e t ub c o n-tno -sl O el-oT-t t^, e-b-ra-c r-.- n g --- l- tnqle. -ITll-has Sedn-en-tir-ed-on=r.t-e aITacl'ecl-O.D-tilT;s -iTem -F--fi. Level or Elevai.'ion: Elevation 238'08,' Fascia DlatesGricl I inc loc,rtjon(sl orcom[aiilrig -th-e-arraGJ -o-iliTsptct-l-on 'oi-CcTLif _]ip1S__ H.8 line from 2 - 4lines rovide ,r cri f.ique of nobed condi Lions of noncon[ornranCe.so :i-nct ud;-ijte a-Dt)ro--priabe, assigned "F" prefixecl 0.D. iten nurnber rrnd 0.D. p.lc1e number. A1; t,rch Lhe rel'erenced 0.D. List. Additional weld is reouired at the butt.ioints of the fascia p-rj 3='_!e_qnd@i-sLtI@!!Ie!_-d:il_[F_ Rcmoinincl conclii:ion5 not lisLerl rrs 0.D. itenrs r.rere [ound conforrninq t.o the sta'ucd cri teri a. ISPENDENT TESTING O INSPECTIONI SERVICES INC. l20ll/ V SI-l:N COUnT coNIi:r.n. cot onAno 804:t3 (ll0lt) 674-lfi60 p.tqe FIELD INSPICTI(]N NEPORT F()RI4 ]NITIAL VISUAI- IIiSPECTI()I] C)F I.IELDINC of9 I n spet: l.or:9e_qrs-e_5_c.fuyqad t ITiS Job i\io. 0!2196-- Date: - 1_0_-3-96 Fi e ld l.ladc l./e lds : X Shoo liaclr-. tiel rls: T.ype oi i^/clcls In:pciir.rll--Tiill-i'x - X--Groovc 0iherType ol'ConrponenL Conl.aininrl l:he inslriCterl l,lelrl-fre: coltrrnnJr,"an, r;-ir'(fcr'momert, t.reiri , ernlied, cold for-nrlr'l , nrnt.a j sl.rrrls, oLc. ): As recorded belowAppi icairl c Cocie or 5lancia i-r, :____aUS_Ql,1:-9-6_ard_!t:0 jecl_!t{nd!,t:-d-s ARTAS OF iNSPE(]I ] OII [-eve ] or i-levation:Elevaiion 238'08"{Igle X-tIacjry Gr j d I i ne I oc.r l.i on ( s )-enconrf;.r :-slnrr the a re.r(si of inspection or ics[s: _0n_3_ a n_d_3_. J_li_n_es_ Jrpmj._4_ts _E__-lines tr-ov-j-rle. a c rl-t-l q,G-o f Pria i;e, ('1 S5i qned '' i: r' rr-" fe rencerl 0. D . l- i : i. . irtrr;ri,er and 0.0. p,rqe nol.erl cor'rli l.ions pret'ixcd 0.0. iien ol' nonConi-crnu.rn-ce. Ai so inc I n un;be r. udc the A L l.ach ('l pp r0- tne _--- -lip,n-e _l p!_cd Level or ileva i.i 0r' : -_!.lqyition_ Z_38,081_- _ _AlSle-5_to- beans.______Grid line locai:ion(s) cncorrlr.:isjn,i t,tic afeJTi)-oi in-sJrbcti.oli or l-cst:s: __fen____ --Le_e_!_y_e :!-i_f ?. .]:.tre__ .[rqlr_l_-!q_ Cr t _r n e s Piotide 1r cfiTfir;el nol:ed condi l.ions o nonconf ornt,lnce. A1 50 r nc e cirepri a te, ,r ssi qned "F" re [ernnced 0. D. l- i s t. prcfixed 0.D. i lem nttmller and 0. D, p,rqe nunrllcr.A L Iach None noted (r ppr0- the Level or Elev,.r lion: Elevatf on 228,07" HASGrr'd line loc,rLion(s) enconrp.rssi-q--Lhe-ar:ea(sJ or TnspE-Li?;-0r teslJ: B to cGrid line loc,rLjon(sTerrconrr^riiinq--LIe-ar:e,i(iJ ofln.p-_Lirrn or tcsl.i and 6.4 - l0 lines Provide a ciiLifiue nf noted condi tions o non con | 0 rnr('l n ce .pri<rt.er ctssi qned "F" rel'erenced 0.0. Lr'st. pre l'i xed 0. D. i t.crrr nlrmber,rnd 0.0. paqe -..o i nc l ude 1:he nlrnrbcr. Al.L,ich appr0- Lhe None noted Remaining conrli iions nol. I j sl.e<J as 0.D. .i t.elrr, rverc found confornriirq i.rr t;he :,i.ate11cri l-eri.r . l;tnr- 6 oi Rrr0irT 0r: ll0l{DlSTnlltTI VI Tl:5TI r'lG intpcctor:_ Georrle Schwandt ITIS Joll flo.: 05219G ll,ri:e; 10-2-96 Type of Connecl:ion l'cr,t;ed:-_BV!! qld Lap joints Tync ol',I'Iel<l Tesled: Fil lcL X -Groove-0t-hcr rl'ri.)i:r'i-.i'1r.)i:i) i, i...1 I l, !,\/.-iiSPr:C i-i ON S [i]Vl (: l:S V tlo .r V ;T f ^t Cnlrn i' cor /[: T n, r: l.r)nAirr') n0,1:l:) (.10;l) l;/1 /5[0 o1' 'ies l; ;]r..rioriled; tJ. T. fl. p, T. X _- D. p. T.-- Ollrcr: ir-rlrln ir.ln ^. Cl lF-l ar-.r ,'LrrrJrU \,l,,lrl- tJl .l l.tlll(Jrt I lr.ASTM E.709 Pcrforrned jn: Shop___-_Ficid 'f-ypc Aplii Tr:s t, Ft'equency of ics Li ng : 10 7 Provide '1 qcneril 5unrmal,ion oi Lhc componcril.5,'lnd uelds I.erLetl oncl ljsi:r..cl 0rr Lire al"l;,rche<l N.D.T. Cerl:i iic,rLi0n .epo.t.(:), Al59 p1-6'7 irle o criLiqye oi each noncon-forminq condi i;ion(r) and speci f.y Ihe 0.0. i l;cnr nrrrrrtrer, pref ixerl r,rj'ch arr "[" for'lic'l rl Lcrl:inq or .rn "S" ior' :,1-roil l.c5l.in9. a::,ign4d to e,rch noncrtn f gr-n'i nq r-ondil:ion.Aiso, inciucle l.he appropri,rtc 0.0. paqe nrrmrr,lr(i) "il.tl e,rr;h lrsl;etl 0.il . iicnr. Th e a t ta c h ed'r RgB !Lt__Sf_M.tilll0llS_f_i-r$Sle-jc!"!inc" to-1q j i s t s -.__-l!os_e comlonent! tested by magnelic particle testinq w'i th appljcable results. llrcltrrlinq ,lny i Lcfis 0f nonconfcrt'nrirnce, 1,ho:,e rcnr,r.ininq cornponenl: r+elcl(s) ljsl.ncl onthe otl:ached N.0.T. Cerl;ifjcal.r0rr [or-nrs lr,rve hr:nn iOunrl jn r:onf0rnrancc r.ril.h 1;he sL,tLed wcld qual i1:.y o-il.cria. V j..,ri,ri In:,lrecLions for lccept.anr:e of te:l.ed vrclr.j: '.lt"e c0vercd jn l"hc "V'i su,.r'l In:pecLion" secl.ion ol'tirjs r0Forl; p;rck,rql. Aridi Lion;r I Jnfornr;rt.ion 5hr-.et. A{. 1.;rcnn4 INDEPENDENT TESTINC T' INSPECNON SERVICES INC. 12084 VASEEN COUBT coNiFEn. coLoRA00 80433 (303) 674-7560 RI'PONT OF' HAGNI1TIC PNRTICLN TESTING LIST OP PNRTS OR COMPONNNTS TiISTED Page 7 of 9 QUALITY RDOIJIREtlllN'r'S ,HJ/J:L,_f,Lt_-"1-yV;._k'-/.'{-. .,-_---:=:::-::------7-;-;-r?- rrRReUuNCy oF ,I,ES'I'ING ---ZL-;/:r----:frpc'ciFTv-alp ut{irn-*/,'Q.l--ft) MNGNETTZN?ION CUR)111t'T U5i-]I}: NC PUI,SI'D,DC J.?" Tyr)lr or EeurplluNr vsno -j(a/.-**-.11-(-st'fut-- - TYPI' OF TIIS'P: WNT / DRY,, <: QTY . uK. bio. WALDRRS RDSUi,l'S I.D. r.fO- ,rCC. nU,; RIiPA tNS Ac-c.-ffi,r.R Iiltn rt K 5 -t---v/f, -/!,arL - I, THIl UNDERSIGNI]D, CIIRTIFY TIIAT't'llE STATEMDNTS IN Ti'lIs RECORD ARE CORRECT AND TIIAT TllE TESTINC WAS CONDUCTIlD IN ACCORDANCI:: l^iITIl TIIE N IIORDMNN?IONF;D REQUI RIMDNTS . iZ6"n; e:t r :.r- -t ::i ---2,6l-Y.n--G' Z . qtyt-/l--t-.4i"__/h_G,7_ -_e<y, '.' !1 (;t*A[--. /;":.+t'-, " rNspttc'i'oR 6eof g-. S-.,!1Ay:1/( l,EVnL oF gr.r^LlITIC^rIoN/]f--v-V;, -_--- ^.srcNRD J(Sq:.-A- -.d.(,1,r,t-*-/X:- rrrl s r,^rn ---- /4 .?-7-l'- ./ ,,, ^r'rr |oR r z E o o:i C.".r.o/i'r*/! -fu .,1a; r,,yfinlT It ---. tL) i 'r'iLi Lr nisTCnaT:ITy,sES INO coN lfjl. ll. c( )l.onAl-)O 80433 (l()il) 6 74 /560 Typc oi' ilcinspcc'"ion: V jsual Inl.pector:Geor"e Schvr,rndt t- t(.uy- Il-vo F- 13 09- 24- 96 Page B of nl: I NSPICT I0l{S Torqtie Tes l;i ng NDT...- it'tS ,job 1;e. '* 052i96- DaLc' i0-2-96 i'- \,l{'il!i.r-l J---- =2:-9-fi. 10- 2- 96 10- 2- 96 i LisL t;hose i tcris rcinspecled. p.elr:r i;o ilre 0.J. iLerir, 0.0. pa5e ;rttritltcr and-or'iginal ri.itc for rcporurn! oi'Il;;-0.0. .iLn,r. Aiio incj icaIe if reins;rc";ctl -i Len conforms ,uo ol-iqin,rl pro;eci stin,laiils, nroctif';cct iiandircls op accepleii irl ti:e as-bu-;lt conclil.ion. Conctj'ciOnS fOtlnrl init'i aiiy in nonconf0t'ntoncc io Origiri'r1 pro'iect sLnn(lal'd5 buI subscquenLiy revicwccl aricl accepLetl fry if.1o-intponsitlle ar.,Li''ori Ly sli':] I have such .rcceptance in nriii"n-iorn, in.r triiion'ioniil'it.iion shai'l be aLLached lo this repor L. i o.o. I ni,poni i-|1c-g -."91-rr;.1.-li:v-i[""r-i -..1-0-^-- ii i r,, r l_ _!lll_|7;i-" ir-, i -,-u i- i-lpiLi iri.?- i-Lil\4lql--i l--, .io*2s=ec-l ---_--i_---- ---l--__.i __t I INDEPENDENT TESTINC T. INSPECTION SERVICES INC. t2oB.t vA r.il lN cot,RI col'lrt Ln. coL0nAl)0 804:13 i303) fi7l i560 Page 9 of LIST OF OUTSTANDING DISCREPANCIIS Loca tion :_ Qql{eq peak Base Faci li t.y Jobf :_95_2-19_6_Da te : 10-Z-96 I n s p e c to r : _0efSge_gdr,ug1d_t Irage: 7 of_,0rr:gOjjlg_ eported I tenr tl Datc le to 10- 2- 96 9 10- 2- 96 ile.u-ti -o n-? i I-8! " -a-t-E -5- a.n d-4-, the shear tab is not concrete embed nlat El eva ti o10- 2- 96 addi ti ona I fi I I et wel r El eva Ii on weld i s reorii oi nts STNUCTL]NAL, MECHANICAL ANO MA ERIALS IESTING INDIIPENDEi'{T TESTINC E lspecrroN sERVICES INC. O - 1 roo4 VASF:EN cor..lt'lr coNtrUl. c,oLonA0o 110433 {30J) 074./560 Paga 1 of OBSERVATION REPORT Cl i ent:Koechlein Consultinq Enqineers ITI5 Job No. : 052196 Da be: 9-24-96 Project:Golden Peak Base Facilitv Location:Vail, Colorado Inspector:George Schwandt This report package contains inform.rtion concerninq specifjc tests and inspections of structural steel welding, structural bolting, struclural sprayed fireproofing and,/or nondestructuve testing. 0nl.y the forms appropriate to the types of inspections and tesls conducted have been prepared and are enclosed. The specific criteria utilized in judqing thc deqree ol'conForm.rnce for each are,r ol'inspection is containerl on each indiviclual inspection form. Al so i ncl udad in thi s D i s c re pa n c i e s " , 0 . D .for each page issued, Specific usaqe of the If there are any questions feel free to contact ITIS in.',pection packaqc may be ITIS' "LisL, of 0utsL,rnding List. The 0.D. List will be consecul:ively numbered as will be Lhe dcficient itenrs 6oql-,tined in the list. 0. D. L ist i s con tai necl i n each secti on. regarding the content of this report, Pleaseat yorrr conven i ence. D.rvi d L. Sturgeo President lliD,:P[ND l;iil' Ti:Sl-i ilC C 1;ott,i:3;lji'#Es iric' o coNrrE I.t. coLon^l.to tl043l (ro1) 6 t,t.751i0 Page 2 of 4 VISUAL INSPECTIONS OF STRUCNIRAL OOLTED CONNECTIOI|S Inspector: Georqe Schwandt ITIS Job No. : -L5219-6- 9.11;s -q-L4-9L Type of Boll;ed Connections: Frict.ion-.-Beari nq --X- Type and Sizo of Bolls Inspecterl: A-325 - A-490 A- 307 0Lher Cr i teri.r ANEAs OF lNSPICTIONS List the 'l evels and are,rs of inspecl.ions sep,tr.rtel.y wi i:h a cri Liclue oF nonconforning condi t jons. If 0.ll. Li st i s uti i i zcrl, desi gna Le the i lem nuntbcr ,rnd 0' D. page .rssigned each nonconl'orning condi Lion. Location: Elevation 228'07" Steel to steel Areas of inspection: E to H and 2 - 4.6 lines Discrepancies: 0n F.5 Ijne, 3'04" west of 4line only two of the three required bolts are installed. This has been entered on the attached 0.0. List as item F-13. Addi tional Ptrqe AtLnched TnGpEnDENT resrnc I INSPECTION SERVICES iNC. 12084 vASI l: N COUnT coNrr Ln, cot.onADo 80433 (303) 674"7560 pa ge FIELD INSPECTIc)N RTPORT FORM INITIAL VISUAL IN5PECTiON OF WELDING inspcctor: Geo_lge__-S-C_hilandl__ I1'lS Job tio. *0,5?_i9L Dal:e:3-24-96 _ Fi el d llade Wel ds : X Shop liadc 'y/el ds: Type of Welcls Inspeitel: Fl-llcl.i--X -Groove Ot.lrer- Type ol'Component Conl.ajninq l.he tn-slrcited i{eld-fic: coirrnrnfrcarir, cnfder, nrorri-cnc, bcdn, giweld, embcd, cold lormerl , rneb.r] sJ;rrrls, eLc. ):As recorded below Appl ic.rhl e Cotie or SLandarcl : AWS Ot_|-gl_q4q!11oj9ail&t1!_Lrd, AREAS (li: IIiSPECTi()N or Elevabion:Elevati on 228'07" ine I ocati on (s ) er,c.omflassl nS Lhc are,r(s) bf-nipeC[ibn orJests: Shear tabs to concrete embed olates lli'--J;soecilon or fe-sts: E to T.5to F.5and3-4.6 lines of Level Grid 1 FrotTAe o cri Lictrre ot nol.erl condi ti ons prefixed 0.11 . il;em None prial.e, assiqnecl "F" reIercnced 0.D. List. ol- nonconrc,rrnance. ll-o-lnil r.dc tile .xlDro- nrrmher,rnd 0.D. page nrrnrber. Attach bhe noted Lcvel Grid I or ilevation: Elevatjon 2?B'07" LgtLgl__Cry_l,ej_!q_c_o.1111t-e elqe-d__pld_e:ine location(sTericornrra-sGitg ifitaien-G)-o]-lnsf6i.ion-o-it:dsts:--E to r.5 - and 3 - 4.6 lines Provide a criLiqrre oT not,ed cond i l-ions o f nonconfor^0r.,,1i'lce . Al so i nc I ude t,he nrrnrber and 0.0. paqn nrrmber. Allach noted priate, ass'i qned "F" referenced 0.t] . Lisl. prefixed 0.D. it.ent None dppro- t. he Level or Elevatjon: Grid line location(s €nC0mpr-rSsi ng L,he arc,r i nspec I on or lests: Provi de a cri l.ique o no1;ed condr tions of noncon [ormance.s0 l nc pria te, ass iqned "F" referenced 0,D. List. pre l'i xed 0. D. j Lern numtrer and 0. D. page n trmbe r. ude the ALt,rch aPpr0- lhe Rcnr.r ining condii.ions not lisLed as 0.D. i l.enr5 rverc found conformi nct to bhe st.,r tedcrit.eria. INDEPENDENT TESTINC A INSPECTION SERVICES INC. I2084 VAST E N COU RT cc)N|l In. coLon^Do 80n33 (3031 67a'7f'60 Page 4 of 4 LIST OF OUTSTANDING DISCREPANCIES Location: Golden peak Base Facilitv Jobil:_952190__Date: _j4]40 Inspector: Georqe Schwandt Page:o f -0n:gqug- STFUCTURAL, MECHANICAL ANO MNTENIALS TESTING ItiDi:PEllDEfl.l' TESTITiC S INSPECTTON SEllviCEs rNo - r zolr.l vnsl:[N counr coNrF€-n, col.on^no 80433 (30:r) 674.7560 OBSERYATION REPORT Page 1 o; J- No.: 052196 [6ts; 12-U-96 Vail, Co] orado ITIS Job Location: Inspector:George Schwandt This report package contains information concerning specific Lcsts and inspect'ions of structural steel wclding, structural boltinq, st,ructural sprayod fireproofing and/or nondostructuve testing. 0nl.y thc forms appropri.rte to the types of inspections and tests conducted have been prepared and are enclosed. The specific criteria uLjlized in judoing the dectree oI conf0rn,rnce for 0r'lch rlFeil Of inspection js contajned on each individual in:,pection l'orm. C'lient: Koechlein Consulting Engineer$ Project:Golden Peak Lodqe If there arefoel free to Also included in this inspection pack('lqe nray hcDiscrepancies",0.D. List. The 0.D. List willfor cach page issrrcd, as wiJl be the deficient Specific usage o.f the 0.D. List is contained in ITIS' "L'i st of 0u l.standi no be consecrr i.i vei y numbered - i Lcnrs conl:aincd in the Iist. each section. an.y questions reQtrrding the content of this reporL, piease contact iTIS .rt. your convenience, David L. SLurgeo Presiclen L tfr'ril ir..: t ur" 10v-c0l'tl1l\ll, Dtv. DEP[' |I nini.; i'IiN D I,;t\ T lu s t i. ** tO TNSPNCTION SEIIVICES IIYC, llJ0ll ,l 1r,r scr-rr Ct,. (lon i f nr', (..lr>lr.rr^rrrlo 804 33 (30J ) 674-71t60 FIIiLD APPLIED .STRUCTUI?AI'; S'l'Elil., I;:i TINPROOFl NG I N.SPI;;CT] ONS Page 2 of 7 Date: I?-17-96 Job N0. 052196 The f o.l. lor-'ing I isl-ecl .l r.rvels nnd nrens, a.s c)escribed lrr:r:e.i.n, r./ere irrspecl,eclnrtr.l LesLed in accorclnnce rvil.h U.n,C, 43-8, J')'l,c of I:i l.'elrr..oo I ing Lcvel of T trsrpnq;1, j.611 . lfn {,s11 n.'l. I ns ;rcc l.e(l :Mon o ko te uK:,6lcBF Roof Level Alr:n f nsp,nr- l.orl ' Area 31. A to E and 4.6 - 10 I jnes Li sl; any def ic j.enci.es noLec.l wlr.i.ch clo rroL conform tonssiqn nn O.l). i. l..nm numbct. wj l.lr corrcslronrJi nA O.D. l. isl.cr-l nl'eAs of inspecl.ion lvere for.rncl l.o i.rc in 1n.1rr i.r'4manl,n nrrrJ lrrc'.iecl, sl_nntJnT-115, n:r nppJ.:i cnlrle. I.lllC 43-B reqrr.irement.s ancl pntle number: . A.l..l. o l.hc r corr['ormnnce Lo (tnc 43-B 0n.-the.-tvest_s-ide_o_f._4-6 Jine between B-.and,C _iines,--the slaped_beam._vreb --.- - ,---,dnd,-jnside-fla.nges-are. found--to-be def.jcj.enL,.-jn f,ireproof-ins- coyeraqe,.,.--P-lease,.- see--the--Additional--Ln.f-ormat.i,onl'sheet-for:-a.cl.di-t.ional.-def-ic-ienc.i-es-i-,r--tlr-'i.s--area. Lisl, nrnrrs by r.f rirl li. lte ntrrl .l evr:l rvhor:e clensil,y sn.nrl-r,l es for l-ab Lcsl.ilrr{ rvc reremovcd. l?r:srr.l l,s oll dry densil,y t,r-,s L.i rrq repor. l,ecl sepnr-nl.ei.y rriron compJ.cl,i.on. l,evcl-G r: i, cl Li ne Conrl>orrerr l-lJ. 1-,. Des j.qrr Clontponen l. 'l'es Lerl U ' T,. Des iAn,/l?n I;.i rrg Ilcqrt i.reci Th i.c:krress L Roof Beams P-l3Z I Hr tl z &oqf Deckjnq P 732 1 l-lr.tl 3 A 5. 6 ]runnrr:HDriNr roturrn.e INSPIICTION SIiRVICE$ INC. l?1084 Vnseen Ct,. Con i. f nl', Cr>l onrrdrr fl04:lJ paqe 3 of 7(30:t1 674-7560 Daie: 12_17_96 Job No. 052i96 rI}'I,D API-'I,IED STRUCTURAI, STIiNL FI I?,IIPROOFI NG IN.5I'IICTIONS 'l'lte f ol..l or"ring li.sLecl i.evels ancl orens, as descr:i.betl herei.nr were i.nspecl;ednnrl l.es Lecl in nccordnnce wiLh U.B.C. 43-8. 'fI'pe'f L'ii.'cpr"c'of.i.nfl l,tnl;erinl. fnspqr-t.r_.rl : ___-'[On_okO.tJ_it1K:6/_CBF__._ Leve .l o f l nspecl.i orr: ___j.o_ol_Le_v_el__ Aren Insirecl.crl : A,r ea 32 from A to E and 1 - 4.6 'l ines Conrlroncn l, 'l'es l,ecl lj,1,, Desi6n/l.',rLl, j rrg )r'.c q r.r :i. l.'e rl 'fh i.cltne ss I Roof Beams P-732 1 Hr 9/16" ?..Roof Decki nq P-732 1 Hr.5/8" 3. 4, 5 t), l,i.s l; arry clef j.c iencies nol,ed whiclr do no{; conform to URC 43-8 reqrri.rements nnrlnssi.(rr n.n O. D. i1;r:m nrrntrer r.r j.i,h correspon(l j.ng O. D, pnge nrrmber. A.l. l- ol,lrer .l i.s l,ed n rens o I j rrspecl, j.on r.rc re f orrnrJ l,o tre in con llormn.nce l:, o lJnC 4 3-B ;n11tr.i rernen l,s nrrrl nro,j nci, s l,ntrr.lnt.rJr: , ns nppl j.entr.l e. N one.- noted ____ l,isL rtrens b]' gr.i.rJ 1i.ne nnd J cvel. rvhqr.e densi.ty snmple!: .[or ].nl: Lestinq wercrelnove(l . [lesirr]. t- s oll dr;y <.lens i. l;y' l;esL.i,n4 reporLerl serrn.r.'nl.cl.y upon coml:IeLion. Levc I Gri d Li ne Compo nen L ir..l,. Des i.r{n f.ivnrirn:Nni';NT Tl:srI i\{;O INt;I.lilCfLON Siiltvf(;F:S Tr\(1. l2()11 4 \rnseeri C{... (lolri {'cr, (.lrrlorrrrlo 80433(303) 674-7560 TIDI,D N PPL,]IiD STR(ICTUNAI, STEIiL FT R,nPl?.OOt;'.t NG I NSPttc:f IONS Page 4 of 7 Date: 12-17-96 Job No. 052i96 'lhe fol, lowj.nA lisLerl levels ancJ Brc&s, &r;nnrl l,es t.erl j n n.cco rrlntrce w j. Lh (J. ll . C. 4 J-B 'l'1'nn a1 f l; i. r'etrror: l'i.nt{ llnl;t:r:in.l Tnsl-'161,nrl I l,.:r'nl of Lrrs:1rocl; j (j11 ' ROOI" LeVel descr.'i,ber:i here.i.n, Monokote MK-6/CBF I.re re i. nsPec l.nd /tren .l- trs..rlrcc 1,r':rl ;--*--Areo - .j-l- -iiqr1--[ -tc-.,]_anej_l__:*5_ l-i nes__._-_- _ Cotttlro 6a 1l; J'e s 1,ecl I]t1g R.ec1rri. re,-l lf lr.i <:i<rress I Roof Beams P-732 1 Hr.9/16" t Roof Decking P-732 1 Hr.5/9" 3. 4 5, 6 L i-st; arry dcficiencies noled whiclr clo not conllorm to (JLIC 43-8 reqtri,remeni;s nnclnssi.qn nrr O.D. i. l-<:m nrrnrber wj l;lr corresponrl i.nq O,D. pnge nrrmber:. All. ot.lrcrI i sl.erl nrens of inslrecl;:i on wore f orrncl l,o bc in corrform^ncc l.o UnO 43-B;r'c1r irnmclll,s nrtr.l pr:o.iect, 3l,nnrln.r.cl s, ns np1r1. ier_rlrie, At--J,-and -2--i i-nes-the- bottom-31 -of- the-.wt-6,-x--40.-i r-to-und-to-be.-dcli ci ent ii reproo_f i rlg _co_ve):a!/e,-_-_This_has _been_ent-e-r:ed on__the_a_t-tachc-d_0-, D,_ L.ist as-item l_-_22. 'ln [,i.sL n.rerrs by r{ri.d I It:cmoved , Resu l_ l,s o ll i.trc nnd levc. l. r.,lrer:e d r:y densi. l;y l,est.i.ng densit-y snmpl es for rel)ol-t ecl sepnr:nte1y .l.nb Lesl,i.n4 rve re uFon compl e L.i on . lreVr-'l Gr id Li.ne Conrlronen [,II L. Design ?, 3 I mrnrnNnrirvr "rr,',rato,,QINSI'RCTION SEITVTCF;f; I}Ii;. l2OB,l Vnsc.err Cl., (.jotr il-rr", Co] ornrJo 804.'] 3(303) 67l-7560 B:?:,u 15_1r_nu Job N0.052196 FINI,D AITP[,IID STRUCTUIIAI, STIIEI, F] REPNOOFI NG I N.SPIJCTIONS Tlre llolJ.owing l. j.sl,erJ .leve -l.s ancl arerrs, ns rJescribcd here j-n, I{'ere i.nspecl,ed n t'rcl t,es l.ecl i n nccordnnce wi Lh U, Il . C. 4 3-B . 'l'vtrn ol liireproolling I'fnt.crinl Tnspxr;l,p6l: ,_ __LloLokqtg_l4K:_Q/lBl l,r:ve"i. of J.nsl'1sl,ion:RooF Level Arcn Inspect,erl :ARea 34 from E to H and 6 - i0 lines Cr:mpo ne n l- Tes l.ed IJ.l,, Dcsign,/l1r t.. j,nH lieqrr i recl 'l'h ic]<nes:; I Rool Beams P-732 1 Hr.9/76" 2 Roof Decki nq P-732 1Hr.5/8" 3 4 5 (; l.,i sL nny clef j-c j.errcies no l;ed wh j.ch do nol. conIorm l-o l]DC 43-8 reclr.r ircrnen l;s nn<l ^ss:)qll nn O'l). i l.em nttnrirer wi. l,h c o r r e s lro rr d .i. r-r g O,D, prr'rle nrrmber. A1.l ol,lror: lisl.':rl nrcns ol itrspect,ion wcl:e f orrncl l,o l:e .i n con l'crrmanc:c llo Lil.lC 43-B t-n11rs il'n111n1rLs :r nrJ irr-o,j ecl; :: l,nrtrl:rrrlr:, ns np1r.l. icn.lrl.e. OruH-ljnrbe-lween--6.-5-and -6,8-l-ines-tie-sloLr-e-d-1091-.b-eam-,i-slq.qnd-lq-be del"jcient-in--f-ireproo-fj-ng._-coverage_ol--the-rc-e-b-.---T[is -has_-b.e9n-e-ttqtlgd-94_!fe -._--_--.a.t_!oche-d.0.D''-L-is-t'-q.s_r!eo-[:?1'--*P-.leg-se-..L.ele_Le-nc-e-!-h.e--:i4d,sij!j.o-lql-- List, nrens lrr- g r:i.d .1.i nc nnrJ .i.r:ve'1. rvlrcre clerrs i. l..y snrnpJ es .f or J. lb 1,es l,.i r'l ( rv1-.1nretnoved. Resul- l;s o ll dr)' rJensi-ty l,es t. j.nr: rctrot: [.ecl sepnr:oLe.Ly rrpon complc t, j.orr. LeveI (rrJ cl l., l.ne Comlronenl;tJ . I., , Dc-'s i r{ n l ?, 3 d?Ft?HfiHlf,ili'T.'?O 120[4 v^srEN cot]RT , coN[ En. colon^Do 80,!33 (30:1) 6 74.7560 Additional inspections Additiona'l tests Page of ADDITIONAL iNFORMATION Inspector: Georqe Schwandt ITIS Job No. [5?]96__ Date: 1Z_U_96 Th'i s lorn contains aciditional inspect.ion inl'ornr.rtion not specific,riiy covered inthe praparad f'ornr._r'bs of lesl.ing ancl inspcclions. In reqards to Area 31. Roof Level fi reoroofin c0vera 0n the north 0e ot 'I i ne between 8 and 'I roof i def cient n coverage on the web.i + ards to Area 32 Roof LeveI fireoroofin c0veraqe: 0n the north side of E line between 8 and 9 lines the sl o roof beam i s deficient in coveraqe.This has been entered on the attached 0. D.List as item F-24. O INDEPENDENT TESTING " O INSPECTION SERVICES INC. 1 2084 VASI E N CO t]n T cor't rF I F. cc)t_onAno 80433 (303t 674 7560 DI SCREPANC I ESLIST OF OUTSTANDiNG Location: Golden Peak Lodoe I nspec to r : =.!go1ge Schwandt Page 7 of 7 Job# : 052196 Date: I2-I7-96 Page :of 0n-going ate I tem ,r Date ROOF LEV EL 12- L7 -96 0n the west side of 4.6 line between B and C 'l ines - slooed beam web and inside flanoe deficient in fireoroofinq coveraqe t2-17 -96 0n the north side of D line between 8 and 9lines - slooed beam deficient in fire- roofinq coveraqe Lt- Lt -vo At J and 2lines the bottom 3' of sloned beam is deficient in fireoroofino covera 12-17-96 0n H'l ine between 6.5 and 6-8 lines - sloped beam deficient in fi reoroofin cove ra ae 12-77 -96 0n the north side of E line between B ano 9 lines - sloped beam deficient in fire- roofinq coveraqe STFUCTUNAL. MECHANICAL ANO MATERIALS TESTING d[?';t?8fi ' [[ ];5''. I i ?,,?r 1;t0[ r vA[it_l.N ccJU n T c(]t/[ I (]r)t.()n^t)o 004J3 (3()1) 6t4. /5(il) Paqe I of 6 OBSERVATION REPORT Client:Koechlein Consultinq Enqjneers ITIS Job No. : 0521.96 . Oate:J_L25-..99_ Project:Golden Peak Lodqe Locat ion :Vail, Colorado inspector:George Schwandt This report pack.rge contains inforntaLion concerninq specific l;esLs and inspecl.ions of structural sLeel r"relding, sbructtrral boltinq, sl"ructur.rl sprayed f i reproo l'i ncl ancl/or nondes Lructuve testi ng. 0nl.y Ihe fonns ,rppropri.rte Lo the types oF inspecLions.rnd tests conducted have been prepa red an(l a re encl osed. Thc specific criteria trl.ilizcd in.judqing Lhe dertree of conforrnance l'or crlch rt 14r'l ol' inspecl"ion i:., conl.rrinetl ()rr cttch indivjdrlal inspecIion I'orm. Al so inci uded i n thi s Discrepancies", 0.D. for each p.rge i ssued, Specific usoge of the inspecl:ion pack(t!,4 nay be ITIS' "List o[ 0utstrlnding L.i sL. The 0.D. LisI w1 ll be conscctrl"ively ntlntbercd ds will be the del'icicnt iLems conL.rined in the lisL. 0.D. List is contained in each seclion. If there <1fe 11n/ questions regarding the content ol'this report, please feel free l.o contact ITIS al; your convenience. O oro,ri,,i*)rilrr r,r.,rrn*lD INSPIICTTON 5HRVICES INO. IZOn4 Vnscarr C1... Ccrni lcr:, (io.l.orndo 8043i (303) 674-i560 page Z of 6 Date: l1-25-96 Job No. 052f96 FI EI,D AITPI.,TND STI?I.JCTIJRAI, STEiii,, TJIINPROOII,TNG INSIIECT]ONS The f oJ.J.orving lisLed J.evels and nrcns, os clescritrerJ hrrre j.nr were inspecl.ed nnd t,est.erj i.n nccortjnnce wil.h tr.D.Ci . 43-8, Typc of lri"r:eProol.ing llnl,erio.l. Jrrsllnr;l;nd: _.|,lgnOkOte_l!lK:.6/_C,BF--__---- lrevc.l o I i.rrspccl,i or.r: Elevat jon 228'07" Area ).nsPecl.crl:Area 23, E to H.4 and 2.6 - 4 lines Co npo n t'r'r l- I'e s t; e rJ lr.l,,. Des iqnlll..rl. j.rrg Rectrr i. red Thicl<rress J.Fl oor beams N-708 1 llr.7 /r6', Floor deckinq D-739 1 Hr.3/B' .t . 4. 5. 6. l,i st, a.ny cJe f icienc j es nol:ed wh j.clr rlo noL confornr to URC 4 3-B reqtr j.rrr menLs nn,J nssi.gn nn O.D. i. Lcrn nunrber rvj l.h corresponrli.nr{ O.D. l)n,ic numbcr'. Al lt- ol;her: .1. i.s t.c<i nrcns oll jnr;Pecl; jon r{e rc f orrncl l,o be in corr f ormn.n<.:c l..o UIIC 43-B ;r'.1tt.i r<trnnlr l,rr aD,i Pro,j '.1 gl, sl,flnr);r.r-tis, rrr; tr1r1rl. i cr.rll .1.<:, _____I o ne_.no.ted_.____ [.,:i.:. l, nren,s il.y 4r-i cl J. i.ne nrrd ]evel where clens j- t.y snnri>l.c-s for l.n.b l,es l,.i ng r{c re r:emove<J. Resrrl. t;s of clrl' .1","t.i 1;y 1;est, j. t'tr{ rt: l)orl;ecl sopnr:n1;el.y trl-''on comlrJ e l,.i on, LeveI GritJ Li.ne Conrponcn l,U. 1,. Des i.4n I ty at the time of th s inspection , lron r,,r*Df,r*r rr,rrr*nQ INSPECTION SHTTVTCHS TIYC. lztttl4 Vrrseen Ct,. Conifcr, CoJ.orrrdo 80433 (303 ) G74-7560 Page 3 of 6 Date: 1l-25-96 FIIiLD Anl)LrED STRI/CTUI?AL STIIL,-1, Job l{o. 052196 FI RTJPROOTINC :t NSPI'CTIONS The fol. l.owj.nr{ .l j-sLed -l-evc.l.s nnd orcnsr ns descr j_berl here j.nr were inspecl;ed ntr<'f l.es l.ecl i n nr;corrjnnce wi, t.lr tJ. ll . C. 43-8 , 'l'yPe of l;ir'..t)1-oof j.ng ltnl,crjnl Inspnsl.pql . - l4qnqLo!e__{&!/C-Bl l,.r,n I of '1. ns:l'r.c l. iolr:Elevation 228'07" Aren l. 1r:l)cc1,(.fl ; Area 2i, D to E and 4.6 - 6.4 lines Co tn porr e lr l: 'j'r: s l-etl U . L , l)e s.i. q rr / Il.a L:i ng Ile<1rr j.rcrl'l'h.i ckrress l Floor beams N-708 1 Hr.7 /16" Floor decking D-739 1 Hr.3/8" .l ,1 5 fi, l, i.s t" nny de ll j.c j enc:i.cs nol,ed rvlr:lch clo rroL conform 16 tlllC 43-B requil.cmcn l,.s anclnssign nn O.l), il,r:m nrrmber rvi. l,h corresponcJi.sg O.D, pa11e nrrnrber:. A1.l- o{.herl.isl,erl ll:erts ol' .i n:;pecl:ion w^re f orrncl l,o bc i.tr conflormnncc 1:.o 1JIIC 43-B t'crltl i t'()nl/--il l;s :rirr:l l't ro.; ccl, si l, a. rr r J :. i. i_l r; , rls nirlr-l j,.rnlr l.e. hlana ^^!^.1rrvttc trl,/ Lg\l I'isl, nren.s by 1;r'id line nrrcl .l eve.l. rvher:e densi. l;y snnrp.l.es for l.tl: Lr:sLi.n.{ rve rercnoved. R.enrr,l. I.rs of dry densi. l-y t,est,ing r:eporl;ed sepnraLely rrpon compl.el. jon. l,e vo J.Grir.l I,.i.ne Conrponenl;lJ,l,, Derri{n l' samp'l e sp.,.y at the time of thi inspection 1 o.lmiiri:riDulir rr'"r ru,,L INSTII{CT} Oi[ SHITVICNS IN(;. 12084 \rnsrecrr Ct,, (lorr i l'n l-, (lol.orrrrlo 8043:1 (:103) 6i4-75A0 paqe4of 6 Date: l1-25-96 Job l{o. 052196 i;.INI,D AITPLIID STRUCTUITAI, S1'N[L FINEPNOO'iINC INSPBCTIONS Tlre llollorvinrj J. j. s t;ccl l.evnl.s ancl rrrc^sr ns clesc.r:ibecl h<rre:i.nr r^rcf c inspecl;eclnnrj bes Ler.l i n &rrcorclance rn'i t.ir ll . n, C;. 4 J-B , T'yl.e <r0 lii r.'eprc,of ing lta{-cria.l Jrrspccl.ed. ___lllq_nSkolg_. llK:6-[C.B_E l,evc.l- o f Insl'rc<; l; i on: Elevation 228'07" A l'ei Trrsl'ect,e,J:Area 24, E to G.5 and 7 - 8 lines Cornpo n e rr l, Te s Led l.l. 1,, Desi gnllint,i ng Rectrr.i. rccj Th icliness I Fl og_,r b_etqS_N-708 1 Hr.7 /16" t Floor deckinq D-739 1 Hr.3/8" i 6 ['i.s l; nny clef j.c;ienc j.es noLed wlrich c]o not. conform t,o l]ttc 43-B reqr.rirement,s nnrJnssign nn O.l). il;em lrrrmbcr wjl.h cor.rt:slroncJ j.ng O.D. pn.t{c nlrmbcr, All. ol.lrer: .1. i.s l,erl ,rrens of ins;rg91, 1.n wet.e f orrnrl l,o lre j.rr conformance t.o UnC 43-B 1oclt.ti renrcrl t,s orr,l Irr-o,j r-'r;i; sl,,ul,lnr(is, rrs n1rP1.i.cnbJ.e, - - - _--__llo_n e_ n q t__e_d l,i.:; L nre:rs; l-ry g r: i.rJ .L i.ne nnr] Leve.l, rvhr. rc riens j l.v snmPi.c:l f or J.rrb t,es l, ing rrereremoved. Resrrl.ts oll dl-y dens j_Ly t,cs 1.,.i.nE rer,orl,;ecl scpnrnl,e.l.:tr rrpon comp.l.el, jon. Level Gri.d l.,ine Conrponenl;tr. L. Des i gn v_a,uhe time of thi s i nsnpction, 1 Gnrri*rrN'r,;rir rrurr"* O rNST'IICTION SI']RVTC}iS INC, I 20Il 4 Vn scen Ci l" . Crrn.ifer, Oolornclo 80433 (303) fi?4-7560 F.TIiI,D N F}-I[,T ED STIlUC'f UNA II STIih'I., FI RIlI]ROOI;INC INSLTBCTIONS Page 5 of 6 Date: lL-25-96 Job No. 052196 The f ol. l.orving lisl,ed .levels n.ncl flrens, as descr j-ber-l here j.nr wclrc inspect',ed nnd l,esl.ecl i.n accordance wit.h lJ.D,C. 43-8. 'l'l'lte of l;.i. r:epr:oo f i ng ['evr':1 c'f f trr+l'nc l; ion: l{ n l, e r i n .l .I n r: r'r c c l. e d : ____Mon oko,te_MK_^6,1C-B=E ---- -E I e v a-t-i-o n - 2-38 -0.81 Aren Insl.tect,erl :&rea_"-3_3,___E_t_.0_t_{_.En_d._a_:._-4._0]_Ue_s Componenl; 'l'est,ed lJ. t,, De s i. gn,/Rn t, j ng 11cc1rr i recl Th.i clrness 1 Roof beams P-732 1 Hr.91f6" z.Roof deckinq P-732 1 Hr.5/8" :]. A ll . l.,.i.st nlry cJe Iic j.encies nol-ed whi.clr c]o nol, conform to VBC 4 3-B reclr-t j.re ments nnrl nssi4n nrr O,D. .i l.en nrrmher w;i1,lr cor:reslrorrd jrrg O,D, pn.l1e nt.tmber. 41.:1. o1;lto t: .l isl,e<l rrrcns ,:I irrspccl,ion were ['orrnrl t,o lre itr con f ormn.nce t,o trI]C 43-B .1o11rr i rr.]lr)(:ll t;s nnri lrro.jec l', sl,nnrlnr:rls, ns nlrlr.i. i.cnlii,c, None noted l, i:: l, arcns 11y g rernoverj , R.esrrJ. r icl l. j.ne ,'rnd .l.evcl. rvhere l,s oll dry rlensi l',y 1,esl. i.nA tlens i. Ly snnrPl.e's f or repor l,er.l sePn r.'r l;e.l. Y .l nb l;es1,inA wn re upon compLc l.i on . Conrponen l;U.L, Desir{nGri,d l,i.ne rr .rr ra^ t-. a . a., A..a I A A .l-. V f ^l I '\t \-/ TNSPECTI0N SERViCD rNC. r200,r vASEEN COUnT -c0NtFE R, COLOnAD0 80,rJl {303t674.7560 Page 6 of 6 /1 g. 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