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Home My WebLink AboutB07-0096 Balance Report �'�'�"I'��`I:�i) ��.��'�!�� T'.�+�', � f�.SO�-�3g� ��-,._ f�,.�. � � .. _ October 7, 2008 Phil Herrera 2H Mechanical LLC 566 Westgate DR Grand Junction, CO 82505 RE: The Willows 74 Willow Road Vail, Colorado Dear Phil, We have completed the test and balance on this project with the exception of rooms 303 and 403. The mechanical systems, including all air handlers, exhaust fans, boilers and pumps, are operating with in the design parameters, as specified by the Mechanical Engineer. A complete report will be provided. Sincerely yours, CCinton 1�'. �orman Clinton P. Gorman President CBUCO ��,+��atscs Tr�cft' ta�� ad�rmFa a c'�ttq� G��?;-cG,�5tt3N� z�nZ t E+tQ..'st3tftfl �. ! � li?4tiSc '� E � � � � 1 i � � � �; IN1)1!.l �±.NDI��N I` l l!��TING & INSPECTION SERVICI:S IN�C. ��; 12084 VASEEN CT. ��' CONIFER,COLORADO 80433 N � 303-6T4-7560 FAX 303-674-7560 Page�_of 2 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 08Q8��-A Date: �0-2-08 Project: The Willows Location: Vail, CO inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. �z:"a �i� � ->,�� David L. Sturgeon / President (w , ICBO Certified Inspector#1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTINt�& INSFECTION SERVICFS INC. 12084 VASEEN C7. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page_��of �_ ITIS Job No. ct8oRn7-a FlELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTIONS The following listed levels and areas,as described herein,were ins�ected and tested in accordance with ICBO 7-6. Date: 10-2-08 Type of Fireproofing Material Inspected: MK-6. Level of Inspection: Garage Atea Inspected: Tower Crane Removal Area D-E/7-$ COMP(?NENT TESTED U.L.DESIGN/RATING REQUIRED THICKNESS i� 9/16" - 1-1 4" Beams W16x26 - 7 2' Deckin D-779 2 Cir " 3. 4. 5. b. List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an 4.D. item number. All other listed areas of inspection were found to be in conformance to ICBO 7-6 requirements and project standards,as applicable. The finish work where the tower crane was removed was viewed. and found conforming subsequent to some light hand patching. List areas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONEN"T U.L.DESIGN 1. 2. 3. � � � Axount No.: Test DateTme: � ,, o� � • ,�^ � � Tester CertHicadon: Device SCrial No.: � d�"�-� Device Test Result; ass Fail Backflow PI'�vention Device Test 8 Maintenanct Re '-�=' Water Supptier. �(Li�S � �'(� Account No.: Meter No.: ;.�.,.; •-- — �� Properey Owner' Service Name: • - Address: ; � Address: "�-�f t��t�'� ('�,. City: �� ST: Zip: _ Ciry' ��..i,fr... ST: �� Zip' ,�tic,:°� �,- - �.._. . , _ '' Make� _ �� _ Model: � �}�� I�D Size� �__ �� Type: � Location: - -�. - �'�'a t*�-- ---�e.�y� ... _�; Existi�g: � Orientabon: Use: Protecdon: New: � Vertical Up r Containme�t � Date Installed: ._. Vertical Down ��`�-e..-- Isolation �'� + �.;::? Old Device Serial No.: Morizontal �:� _ �;;; lnitial Test Results R �� Re-Test Results ,; Ti htness pifferential � T' htne.ss Oifferential Check Valve 1 Leak � Leak RPZ, bC PVB T ht ✓ � T' t Check Vaive 2 LeaMc � ` �� ,_ RPZ,oc T ht �o m � r h� Relief Valve � ;,;;;,;; � � ._,,._.. RP( Z) , ,.,:'-:`': '� � T Buffer ��.:.:: _ � RPZ S�,� �-- -� Air tniet � PVS ShutnPf Valve 1 �-eek " Ti t A Shutaff Valve 2 Leak Tf ht Comments: ' r 1 . I Test Procedure: _�j_S�� i�O/ O _ � O � ..Z-_-�+ ti .,. ... � � Alarm Company/Fire Depertment Noti?fed� . __ ..,•'Person Notfied: Nvtifled By. T�°--��'?ff Date/T'm�e: Tum On[�tetTime: � Test Kit Make: ��-��,c�.cy�,e�-' Model: � — � ��No�� r-" ._ Last Calibration ate: � _ � -� � � K.� � , � ! Tester Name� uT�s,�_� _ Certificate Expiration Date: ll � C'� ' Tester certifies that this assembly haa been tested w�th the�ove-listed procedure and ver'dies that isolati valves ere ; retumed W pre-test�rientation. � ignatu�es .ti.. :; Tester: ��j'C[M... `�- Date: �� - � _.— . *.'` OwneBManage�: ___. ._. Date: � � _ , .._ __ (Submit original copy to water purveyor) i � . � ` �+ � TOWN OF VAIL - Vail Fire & Emergency Services 42 West Meadow Drive Yail, ColoNado 81657 970-479-2250 INSPECTION REPORT �t'L�f�"�}"Nl �RL-rt� DATE: ��` ' ��j PERMIT#:�Z •4t�o 1 a� . C�ts� BUILDING NAME: �1� L��,LS� +�s ADDRESS: �� i�,.,,�,�� 2�.c� CONTACT N�4ME: `I�� R r� COMPANY NAME: �pt-C�-�t�.�,orJ � �'..vr�,�n S Qa� TYPE INSPECTION FIRE SPRINKLER ROUGH-IN FIRE ALARM ROUGH-IN HYDRO TEST �_ FIRE ALARM FINAL FINAL TCO CO OTHER �4REA /SECTION INSPECTED �� NOTES: INSPECTOR: V'r��n�,+�-,.� , TITLE Q.E,�rt s�,.� oF��o DEPARTME�F LABOR 8�EMPLOYMENT, BOILER I� �CTION BRANCH ��' �'�� 63317TH STREET,SUITE 500,DENVER CO 80202-3660 * ° (303)318-8d$4 FAX(303)318-8488 « * ; , , - http`.IIoil.cdle.state.co.uslBoilerlBoiler%o20home.asp Page ot � * r � , �, __ _ � _ re�s t; }� _- ' .� : . / _ . ' � State Jurisdiction#: ` 's � � Natl.Brd.# ' i f'��Mft•Ser.# k�'`' _ '= Object Status:Active New OT ' - _ - . Type of Inspection: INT._EXT._Inspector:R-�-�'`-�==�- " �7' PH.# " Insp.Date: Exp.Date: Reinspection Date: Red Tag? (RT-1) z Location: —r -` !� `�^ ' Specific location: - County: - Address: ;,�� .1 r i City: �• _ Zip: Loc.Phone: `��' " `�� `y J��f` '�'!� Loc.Fax: Loc.ID.# 3 Same as Owner-.❑ (Ifnot,see beww) _ - Responsible Party: � `� �� j i' Attn: Address: , ' - y � _City: " St. Zip: " _ __ , , ._ RP ID.# RP.Phone: � f RP.Fax: 4 Manufacture •I�pection Year aew, BTII/Hr Input MAWP Max.Temp. Type of Vessel _ z O�e°'� Ilsed , YES NO - llnknown CA CI Copper 12/24 FT WT PV Other Ilse: Air Cooker/Kettle Dom.Water High Temp-Pwr. HWH HW$ Pool Blr. Power-3team HP 3team Heat LP Ilnknown Firing Method: Burner Elec. Manual N/A Stoker Unk. Fuel Type: Coal Eleetrisity Natural Gas �il Uther Propane Refinery Gas $aw Dust lJnknown Waste Heat Wood Code nf Construetio¢ A3ME I IV VIII Foreign A-N. Ilnk. Mfr.Data Report Availeble $af�Rellef VaIVBS: SRVTested: Valves set at Minimum Capaeity Required: YES N� N/A gased nn: Input Input 80% Output ;@Ifr. llnknown Totel Capacity Installed: _. Press./Temp.6age: _-'�LVYCO: `�`�Wel Train: Com6usdon Air: - 5efety 5hutoff 5wi�h: Fiping/Valves: Press./Temp.Controls: - FlueNent 5 Aher eareful inspection,the fallawing cnrrestions are required: YES❑ ND ❑ - -_ , ,.- d� � ". ,`, .�' . . . . . .__ . � . .. . . `�• �. -- _,_- _ ' . ._ . � - . _ _.Y . i Contimied next page: 6 Persorrcontacted; " Inspector: Name: � - Name: - � state comm.# �-� - _ Signature: -- - -- Signature: Ns comm.# INDEPENDENT TESTING & IN�PECTION S�RYICE►S INC. 12084 VASE�N CT. CONIFER,COLORA� 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVA710N REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 7-14-08 Project: `I'he Willows Location: Vail, CO inspector: David L. Sturgeon Thi�repo�t package contains information concerning specific tests and inspections of st►uctural steei welding, structural bolting, structurai sprayed fire�roofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance#or each area of inspedion are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. list). The O.D. List will be consecutively numbered for each page issued throughaut the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. _,.,... �i � __��''/ David L. Sturgeon President ICBO Certified Inspe r#1138247-85 AWS QC-1 #82122691 Resident Level 111 INDEPENDENT TESTING & INSPECTION SER�'ICFS INC. 120a4 VASEEN CT. CONIFER,COI.ORA00 80433 303-674-7560 FAX 303-674-7560 Page 2 of� FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Stur�eon ITIS Job No. 080807-A Date: 7-14-08 Field Made Vl�elds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code qr Standazd: AWS, IBC and Project 5tandards AREAS OF INSPECTION Level or Elevati0n: Roof Reinspections Beam Swee�i Grid Line Location(s)encompassing the area(s)inspected/tested: O.D. Item F-9 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. No exception has been taken to the�.��uilt. The connecti�n remains as-is. Please reference the attached "Reinspection" fors for additional information. Level or Elevation: Level 1 thru Level 4 Reinspeccions $ ai rg #5.,g b Grid Line Location(s)encompassing the area(s)inspected/tested: Stairs N5 & 6 on Grid D Provide information n:conditions of nonconformance. Include the O.D.item nurnber and attach a copy of the O.D.List if applicable. The head clearance re��..forc�� ap�t�,ha,.�p�.n �1��, �,P missing moment connection welds� 7 of S5,3, have been placed via a web nlate added to the near side web and fully welded to the besei and embed. The w�lds : were found canfomring. Level or Elevation: Roof 9 of S5.6 Wind Gert Grid Line Location(s)encompassing the area(s}inspected/tested: Grid L Provide informarion re:conditions of nonconformance. Include the O.D.item number and attach a copy qfthe O.D.List if�pplicable. The 3/8" too flange. moment nla„t�, and rhP rnlmm� to rnof besei slip connectiou hav� been �eworked. and was fo�,�$ conforming_ INDEPENDENT TESTING & INSPECTIQN SERVICES INC. rv 12084 Vaseen Ct. Conifer,C4$0433 (303)674-'1560 Fax(303)674-7560 Page 3 of 3, REINSPECTIONS Type of Reinspection: Visual X Torque Testing NDT Inspector: David L. SturAeon ITIS Job No. 0808�7-n Date: �11,-Ltg List items reinspected,referring to the O.D, item and the original date of reporting. Indicated if the reinspected item conforms to original project standazds,modified standards or is accepted in the as- built conditian. Canditions initially found in noncanformance to original project standards but subsequently aze reviewed and accepted by the responsible autharity shall have such acceptance in ` � written form with writteri confirmation noted on this repart. • • t �.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS ITEM REPORT ENGINEERING REVIEW TO SIGNED DATE AS-BUILT MODIFIED STANDARDS OFF F-9 3-12-08 X i INDEPENDENT TESTING & IN�PECTIUN SERYICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Client: T�iumph Development ITIS Job No. 080807-A Date: 6-23-0$ Project: The Willows Location: �ail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained �n each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. L.ist). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. .�. ...__..�:,..�� acrc�t'•E"�� ' � _ , � �-;� F David L. Sturgeon �f �, President � �'' (CBO Certified Inspector�k'f`138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & IN�PECTION SERYICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 2 FIELD 1NSPECTION REPQRT FORM INITIAL VISUAL INSPECTIpN OF WELDING Inspector: David L. Sturt�eon ITIS Job No. 080807-A Date: 6-23-0$ Field Made Welds: X Shop Made Welds:_ Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,mornent welds,etc.) As Recorded Applicable Code or Standard: AWS IBC and Proi ect Standard� STAIR i6 AREAS OF INSPECTION Level Or Elevation: Secon Riser Head Clearance Grid Line Location(s)encompassing the area(s)inspectcjd/tested: ____ ..._------ _ ___.. �____ ___ __ �__ ____ Provide information re:canditions of nonconformance. Include the O,D.item number and attach a copy of the O.D.List if applicable. Boulder Steel has directed a documented, structural fix to correct the head clearance issue. Ins ections of the field work f'n 8 1 , L3 x3 x not installed per Boulder Steel's directive. The G.C,.,was informed. STAIR 13 Level or Elevation: Level 2 and 3 7 of SS 3 Moment (:onnp�ti nnG Grid Line Location�s)encompassing the area(s)inspected/tested: Stair #2 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D,List if applicable. The nreviouslv noted incorrect]y�Ql ded and rPfnrE+nrp moment connections were reinsvected subseauent to rework and wt�r�fnr�nd �rith addi tional sub—sized welds added at the inside too and bottom flanges at �hP ex ncnd side. T'he G.C. is to request an alternative cannection that can be worked from one si e. wi ollow-up. Level or Elevatian: Grid Line Lacation{s)encompassin�the azea(s)inspectedltested: Pmvide information re:conditions of noncnnformance. Include the O.D.itern number and attach a copy of the O.D.List if applicable. INDEPENDENT TESTING & IN�PECTION SERViCES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of Z OBSERVATION REPORT Client: Triumph Development ITI5 Job No. 080807-A Date: 6-3-OS ProJect: The Willows Location: '�<j=�_ ;-�? Inspector. David L. SCUrgeon This report package contains informatio�concerning specific tests and inspections of structural steel welding,structural bolting,structural sprayed fireproofing,andlor nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questians regarding the content of this report, please feel free to contact ITIS at your cnnvernence � __ .� . �� ---� f � � �' �T � ,/�,,,/4'�triG+L y'l� '" r" .�� 'e'c'�"",,:��''�-°%'" Clavid�.Sturgeon ;" f President ICBO Certified Inspector#9138247-85 AWS QC-1#82122691 Resident Level I11 INDEPENDENT TESTING & IN�PEG�ION SERV'ICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303�74-7560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 6-3-08 Field Made Welds: Shop Made Welds: Type of Weld Inspected:Fillet Groove Other __Reinforcing Steel _____.---- -- Type of Component(ie:column,beam,girder,moment welds,etc.)______._.._._.., Applicable Code or Standard: ACI, IRC and Proiect Standards AREAS OF INSPECTION REINFORCING STELr[. Level or Elevation: Foundation Site Wall Grid Line Location(s)encompassing the area(s)inspected/tested: Southwest Corner Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The 20' long section of vertical reinforement placed in accordance with 3 of S4 1 was viewed and faund conforming. Level or Elevatian: - _....____ _ _.._._.._.. __..___...__._. ____.__ _ Crrid Line Location(s)encompassing the area(s)inspected/tested: Pmvide information re:conditions of nonconformance. Include the p.D.item number and attach a copy of the O.D.List if applicable. Level or Elevation:�_ �__. —_--..___ �._.... _. _._.. _____ -- Grid Line Location{s)encompassing the azea(s)inspected/tested: _ _ _ ___— Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. INDEPENDENT TESTING & INi�PEGTIQN oSERYICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATION REPORT Client: Triumph Aevelopment ITIS Job Np. 080807-A Date: 5-30-08 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural balting, structurat sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. �ist will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convFniet�ce r' � � _. .. ,..: �,,� „-, /� ��r �, .� ,r"'�,��.�--��,.,� �-._.�-�� -�. David �. Sturgeon f�r°r / President � /` ICBO Certified Inspector�-�8247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING& IN�SPEG�ION �SERVICES INC. W 12084 VASEEN CT. CONIFER,CO 80433 (303)674-7650 FAX(303)674-7560 Page� Z, : 01� 3 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L. Sturt�eon ITIS Job No: 080807—A Date: 5-30—OS inspections of: Structural Steel Other Reinforcinsz Steel Applicabie Code/s or Standards: ACI, IBC and Proi ect Standards AREAS OF INSPECTION 1) South retaining wall at south stair from F—G on 1-13ne (approximately) -- the double mat walls were judged for conformance to sections 1 of S1.3, 1 of 54.1, general notes and ACI tolerances. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned�.D.item number. 1) The placements were viewd and found conforming. The placements were judged as conforming. INDEPENDENT TESTING & INSPEG�I�N SERYIC�:S INC. 12084 VASEEN CT. CONIFER,CO�ORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon TTIS Job No. 080807—A Date: 5-30-0$ Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,rnoment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Project Standards AREAS OF INSPECTION Level or Elevation: Stairs.�6, 5 and 2 Welded Connections Grid Line Location(s)encompassing the azea(s)inspected/tested: � A Provide information re:conditions of nonconformance. Include the O.D.itenn number and attach a copy of the O.D.List if applicable. The reworked, welded and incomulete connections have been reworked and campleted. A few issues with moment connections at Core #1 and head clearances at Stair #2 remain. ITI5 will follow up as work progresses. Level or Elevation: Grid Line Lacation(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the p.D.List if applicable. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. INDEPENDENT TESTING & INb�PEGTION �ERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATION REPORT Ciient: Triumph Development ITIS Job No. a80807-A Date: 5-22-08 Project: �e Willows Location: �ail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection farm. Also included may be ITIS'"List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughaut the duratian of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. -----.. a�oG `'�.`�� David L. Sturgeon President ICBO Certified Inspector 1138247-85 AWS QG1 #82122691 Resident Level III INDEPENDENT TESTING & IN�►PECTIQN SERVICE�S INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-75B0 Page 2 of 3 ADDITIONAL INFORMATION Inspactor: David L. Sturgeon ITIS Jab No. 080807-A Date: 5-22-U8 This farm contains additional inspection infurmation not specifically covered in the prepared farmats of testing and inspections. X AdditionalInfarmation Additional Tnspections Additianal Tests At the request of Paul Burbid�e of R.A. Nel�on, ITIS met onsite with Baulder Steel's engineer, Leslie. All outstanding conditions noted by ITIS were reviewed. The onsite meeting continued with Coleman addressing R A Atelson's concerns with work that is incamvlete and not vet insnected. R A Nelson has orepared a list of items in add�t�on to 7TIS' "List of Outstanding Discrepancies". It is my understanding that BSI is to provide solutions to all concerns and direct the erector in a timely manner as to what rework is needed and where it is needed. ITIS will fallow-up as directed bv R.A. Nelson. INDEPENDENT'rE►STING& IN�PEG�ION SERVICES INC. 12084 VASEEN CT. CONIFER,CO 80433 (303)674-7650 FAX{303)674-7560 Page� oA s FIELD OBSERVATION REPORT OF ASSEMBLED COMPQNENTS Inspector: David L. Sturgeon ITIS Job No: 080807-A Date: 5-22-OS Inspections of: Structurai Steei Other Reinforcinrz Steel Applicable Codels or Standards: ACI IIiC and Proiect Standard� AREAS OF INSPECTION 1) Rear stair footing for retaining wall and stair, area -1/F-D - Section 1 of 54.1 was used for mat and dowel rod placement. The three tiered, stair landings and retaining wal dowels were found conforming. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D.item number. 1) None noted INDEPENDENT TESTING & INSPEG�ION SER�'ICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page i of 5 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807—A Date: 4-18-08 Project: T�e Willows Location: �ail, CO Inspector: pgvid L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. list will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. �20� � David L. Sturgeon President ICBO Certified Inspector#1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPEG�ION SERVICES INC. � 12084 VASEEN CT. CONIFER,CQLORADO 80433 303-6747560 FAX 303-674-7560 Page 2 of 5 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 4-18-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standazd: AWS, IBC and Pro�ect Standards ENGINEERING REVIEW AREAS C?F INSPECTION LevelorElevation: Roof Reinspection (O.D. Item) Beam to Embed Grid Line I.ocation(s)encompassing the area(s)inspectedltested: Core 2 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The three beam to embed connections are not yet f ully welded. Engineering review is in process concerning the eccentricity af the stretched angle end connections. This has been entered on the attached O.D. List as item F-13. ENGINEII2ING REVIEW LevelorElevation: R04F Reinsvectians ( 0 D.) Items F-8 and F-10 Grid Line Location(s)encompassing the azea(s)inspectedJtested: __... -- -- Provide information re:conditions of noneonformanee. Include the O.D.item number and attach a copy of the O.D.List if applicable. The two referenced O.D. Items are also under engineering review ITIS will follow un Level or Elevation: Level 3 Column Splices Grid Line Location(s)eneompassing the area(s)inspected/tested: G & 13 and J & 14 Provide information re:conditions of noneonformance. lnclude the O.D,item number and attach a copy ofthe O.D.List ifiapplicable. At the two referenced locations, the column splice� field welded connections are incomplete, and have been added to the atttached O.D. List as item F-14. INDEPENDENT TESTING & IN+SPECTION SERVI�E�S INC. °` 1208A VASEEN CT. CONIFER,COLORAQO 80433 303-674-7560 FAX 303-674-756d Page 3 of 5 FIELD INSPECTION REPORT FORM IrTITIAL VISUAL INSPECTION 4F WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 4-18-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fiilet x Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: aW5, IBC and Project Standards �I�I� R�� AREAS OF INSPECTI4N Level or Elevation: Roo£ Beam End Connection Grid Line Lacation{s)encompassing the area(s)inspected/tested: G & 11.3 Provide information re:conditians of nonconformance. IncIude the O.D.item number and attach a copy ofthe O.D.List ifapplicable. The W18x55 was framed with a temporary plate connection. This condition was brought to the attention of Gallegos Steel for comvletion. Inspections this date find the temporary connection in place with a single angle welded connection installed on the far side web. Please indicate what is needed. is as een entere on t e attac e . . ist as item F-15. Level or Elevation: Level 3 Landing Su�port Framing Grid Line Location(s)encompassing the area(s)inspected/tested: Stair #3 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The referenced landinq is supported at the north end with cantilevered angle connections. Paul with R.A. Nelson is pursuinA this item. ITIS will follow up. Level or Elevation: Level 1 through Level 3 Framing, and Welded CQnne� �on� Grid Line Location(s)encompassing the area(s)inspected/tested: Stair #2 Provide information re:conditions of nonconformance. Include the O.D,item nutnber and attach a copy of the O.D.List if-applicable. The installation is comvlete and in�yections will b� conducted the week of 4-20-0$. 1NDEPENDENT TESTING & IN�PECTION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 4 af S LIST OF OUTSTANDING DISCREPANCIES LOCATION 'Phe Willows �pg Np, 080807-A DATE 4-18-0$.' INSPECTOR David L. Sturgeon O.D. LIST PAGE 4 OF On-aoinrz ---- DATE DATE REPORTED ITEM NO. OUTSTANDING DISCREPANCY ACCEPTED 4-18-08 F-13 ER REVIEW -� Roof Level, Core #2, North Face i the two W12 and one W14 embed connections ar not fully welded. Also, en ineerin review is in rocess for the extended end connectio s 4-18-08 F-14 Level 3 at G & 13 and J & 14 - the calumn splices are incomplete. Finish weldin . 4-18-08 F-15 FN I REV R Beam - a W18x55 on rid 11.3 at G k�as a single angle connection on one side of the web and a temporary cannaction on: the other side of the web. CJhat is required at this location to satisfy the loads? i INDEPENDENT TESTING & INSPECTION SERVICES INC. - 12084 Vaseen Ct. Conifer,CO$0433 (303)674-'7560 Faa(303)674-7560 Page 5 of 5 REINSPECTIONS Type of Reinspection: V isual X Torque Testing NDT Inspector: �avid L. Sturgeon ITIS Job No. 080807-A Date: 4-18-08 List items reinspected,referring to the O.D.item and the original date of reporting. Indicated if the reinspected item conforms to original project standards,modified standards or is accepted in the as- built condition. Conditions initially found in nonconformance to original project standards but subsequently are reviewed and accepted by the responsible authority shall have such acceptance in written form with written confirmation noted on this report. i O.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS � ITEM REPORT ENGII�IEERING REVIEW TO SIGNED , DATE AS-BUILT MODIFIED STANDARDS OFF F-11 3-12--08 X 4-18-08 INDEPENDENT TESTING & IN�PECTION SERYICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page i of 3 OBSERVATION REPQRT Client: Triumph Development ITIS Job No. 080807-A Date: 4-2-08 Project: �e Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structurai steei welding, structurai bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection farm. Also included may be ITIS'"List of Outstanding Discrepancies"((?.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. . 4 �. � -- avid L. Sturgeon -� President ICBO Certified Inspecto 138247-85 AWS QG1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTIUN SERVICES INC. " �zasa vAS�eN cr. CONIFER,COLOkADO 80433 303-674-T560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTION REPORT FURM INITIAL VISUAL INSPECTION OF WELDiNG Inspector: David L. Sturgeon ITTS Job No. 0$0807-A Date:4"'2-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie: column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS�IBC and Proiect Standards AREAS OF INSPECTION Level or Elevation: Leve1 4 Low Roof Structural Framing Cmd Line Location(s)encompassing the area(s)inspected/tested: Narth of 9-line Provide information re:conditions af nonconformance. Include the O.D,item number and attach a copy of the O.D.List if applicable. A walk-through insnection was condLC��d Many cannections are incomplete. The area needs to be completed and resubmitted for inspections. Level or Elevation: O.D. List Reinsnections Items F-5 throuszh F-11 Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy ofthe O.D.List ifapplicable. O.D. item F-7 was found complete. ITIS faxed a copy af the O.D. List to Gary Call of Gallegos Steel this date. Level or Elevation: Levels 2 and 3 6 of 55.3 Beam to Embed Grid Line Location(s)encompassing the area(s)inspected/tested: Pravide information re:conditians of noneonformance. Include the O.D.item number and attach a copy of the O.D.List iFapplicable. At Level 3 the CIP embed is low, and the core connectian cannot be comgleted as detailed. The G.C, was informed by Gallegos. INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 Vaseen Ct. Conifer,CO 80433 (303)6�4-7560 Fax(303)674-7560 Page 3 of 3 REINSPECTIONS Type of Reinspection: Visual Torque Testing NDT lnspector: David L. Sturgeon ITIS Job No. 080806-A Date: 4-2-08 List items reinspected,referring to the O.D.item and the original date of reporting. Indicated if the reinspected item conforms to original project standards,modified standards or is accepted in the as- built condition. Conditions initially found in nonconformance to original project standards but subsequently are reviewed and accepted by the responsible authority shall ha�e such acceptance in written form with written confirmation noted on this report. O.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS ITEM REPORT ENGINEERING REVIEW TO SIGNED DAfiE AS-BUILT MODIFIED STANDARDS OFF F-7 3-12-OS X 4-2-08 � INDEPENDENT TESTING & INi�PEG�IpN SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of � OBSERVATION REPOR7 Client: Triumvh Development ITIS Job No. 0$0807-A Date• 3-20-08 Project: '�'he Willows �ocation: �ail, CO Inspector: �avid L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bol#ing, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"{O.D. List). The O.D. List will be eonsecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. a✓'T r`.u-1' 4. ��--,�� : David L. Sturgeon r�'"� ��..�~' President f � ICBO Certified Inspector'#"1'1382�7-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTION SERVICES INC. " 12084 VA3EEN CT. CONIFER,COIORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of S FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. SturQeon IT1S Job No. 080807-A Date: 3-20-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Pro�ect Standards AREAS OF INSPECTION Level or Elevation: Level 2 1 of SS.O Frami n� and Reinf�rcing Grid Line Location(s)encompassing the azea(s)inspected/tested: G.6-J/14-16 -- ---.__.._.._ Provide information re:conditions of nonconformance. Include the O.D.item nuunber and attach a copy of the O.D.List if applicable. The reinforcinst steel and WWF (6x6x2.1) were found conforming. Additionallv, the HAS, deckinA, flashinst and weldinA were found conforminA after som work. Level oT Elevation: Level 3 Framing and Reinforcing Grid Line Location(s)encompassing the area(s)inspected/tested: G.6-J/14-16 __ _ Provide information re:conditions of noneonformance. Include the O.D.item number and attach a copy of the O.D.List if ap licable. The structural�, bolted connections of the deck frame required tensioning. �e HAS, decking and reinforcing steel required work to complete, but were subsequently found conforming. Level or Elevation: Level 2 Framing and Reinforcing Steel Grid Line Location(s)encompassing the area(s)inspected/tested: At B,5/11.5-12.2 (Balcony) Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if�applicable. Some of the structural, bolted connections on the frame and ad�acent connections required tensioning. The reinforcing and decking with 6x6x2.1 WWF were found conforming. Subsequent to re�rork, the bolted connections were found conforming. INDEPENDENT TESTING & 1N�PECTI4N SERVICE� INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of S FIELD INSPECTION REPORT FORM i1�tITIAL VISUAL INSPECTIUN OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 3-20-08 Field Made Welds: X Shop Made Welds:_ _ Type of Weld Inspected:Fillet X Groove_ _ Other___ __..__........_ _..._ ..... —__. .. Type of Component(ie:column,beam,girder,moment welds,etc.)�As Recorded _ Applicable Code or Standaxd: AW5 IBC and Prsj�t Sta�dards AREAS OF INSPECTION Level or Elevation: Leve1 3 1 of SS 0 Framins and Reinforcin$ Grid Line Locatian(s)encornpassing the area(s)inspected/tested: D.S-E/14-16 _______ _.__...__..-----_.......__ _.._._.___. ,_.___....___- -___ .. _._ Provide information re:conditions of nonconformance. Include the O.D,item number and attach a copy of the O.D.List if applicable. The reinforc7 n& stee,l, the bolted connpcfiinna A„� xn� �i i required rework to complete. Subsequent .to. the rework, reinspections find the work conforming. Level or Elevation: Level 2 and 3 CoJ.umn Sp�� Grid Line Loeation(s)encompassing the area(s)inspected/tested: B-D/9-15 Provide infarmation re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. ITIS previously report�d column snlice welds of deficient size. The erector has rewelded all effected and new splices to the required weld size. The welding was found conforming. Level or Elevation: Roof RFI 283 W21 Ridgg Beam Grid Line Location(s)encompassing the area(s)inspected/tested: ___ Provide information re: conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. 'The installation of the angle seat shown in SSK 43 has been completed leaving the existing connections in palce. The anchorages were found installed properly and pre-loaded snug tight. INDEPENDENT TESTING & INSPECTION SERVICES INC. �� 12084 Vaseen Ct. Conifer,CO 80433 (303)674-7560 Fax(303)b74-'7564 Page 4 of 5 REINSPECTIONS Type of Reinspection: Visual X Torque Testing NDT Inspector: David L, Sturgeon I'I'jS Job No. 080807-A Date: 3-20-08 List items reinspected,referring to the O.D.item and the original date of reporting. Indicated if the reinspected item conforms to original project standards,modified standazds or is accepted in the as- built condition. Conditions initially faund in nonconformance to original project standards but subsequently are reviewed and accepted by the responsible authority sha11 have such acceptance in written form with written confirmation noted on this report. O.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS ITEM REPORT ENGINEERING REVIEW TO SIGNED DATE AS-BUILT MODIFIED STANDARDS OFF F-6 3-12-08 X F-12 3-12-08 X 3-20-08 RFI 0283 � �NDEPENDENT TE�STIN(�& �N�FECrION►9ER,VICES INC. �zos4 vASeEN eT. CONIFER,COLORADO 80A33 303-674-7560 FAX 303-674-7560 Page 5 af S ITIS Job No. c180�7-A FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTIONS The follawing listed levels and areas,as described herein,were inspected and tested in accordance with ICB4 7-6. Date: 3-20-08 Type of Fireproofing Material Inspected: I�-6 Level of Inspection: Level 2/3 and Level 3/4 .Area Inspected: B-E/9-14 COMPONENT TESTED U.L.DESIGN/RATING REQUIRED THICKNESS 1� Beams D-779 1 Hr. 1/2" 2. 3. 4. 5. 6. List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conformance ta ICBO 7-6 requirements and project standards,as applicable. The exterior surface of the perimeter beams were incomulete at this insvection. Inspections of the beams of Levels 2 and 3 were found complte and of conforminA c�uality. The next inspection is scheduled for the week of 3-30-08. List areas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon cornpletion. LEVEL GRID LINE COMPdNENT U.L.DESIGN 1. 2. 3. �o.-.�'I`GTt.��o�^^'-��' �'.�l.�� ' �?i �°�'' " ?� in`4'�. " '�.:=5 �.;_.v��L�.'�..1`i��.=�. � 1 "` •1`Y�1 ��t ri.!"��i�..!-'a� ��1°� i}.�i�t.2C�i'_dlli�.�,-rY' i��J�: �€'�`i.�,�?t,,�,; � .�gEL.�D: lt.��.,�._4GE: � ,., �.. B_�i�']E: `� ' - ._ ' , '��; JC?� N0. � �. C,�, � '��..;`_, � '�N�.Th�EER ` �� :�. � Y1:G,J�E:T: � `' �... _ �_ , � <<�-� . ,�_ �� (.` � � � ' � tL ' �._� � ,: (�1 . . . E�:C.4V.��I�N ]B.4.SE L��'E£,(S):�-� '-��,�i-, �,.i C''Yl �� ,u s ' L' 1VL4'�'ERL4LS E�.PfJSED IN B�SE(Sj O�'E,�C�iVATI�N� ,�� r -� i ti? ` ; _, �,. --�- � �, .,� � � �' � , . REMARIiS: . : , ` � "� � . `` �( ^ ^ _ • � �. - _ i , f - ; PROF'OSED CONSTRLICTIONAND FpUNDATION SP�CIFIC�TIONS: ; , . r , :� . . �'� + � ' �%E�tBAL C01_1�_�LTNIC.�Tlf?N VVZTH CON�'�.2."yCi bR, ENGLNEER,.�RiIi1TTECT, O��TNER: ,�- `�, � . ; � ! , �� ,.� , � ; t ; � n IlYDEPEIYDEnT TESTIl�IG & �� -L�'� �- IPISPECTIOIY SERVICES IlYC. I 12084 VASEEN COURT CONIFER, COLORADO 80433 (303)674-7560 �",c�/�� fi r�t-,�S FIELD OBSERVATION �I' /CUENT /� DATE: �°%�� PAGE OF /��' �e- ie'�� PROJECT: �+ ��5 JOB NO. LOCATION:� �;; �.� PREPARED BY: ,��S TYPE OF REPORT: NDT SHOP INSPECTION FIE D INSPECTIO OTHER %/'� n Le�et �t �.o �i��,�r7 r� P� ,� dn,� � � �' 7,,� �,p.�. � �'i'� � � � ' e r�y '� L PiJ�l L/ L°vJt� :rr n tt t rts�'� /� ' � t? 1 a 5 � 7 U vl� ��',�!'° � ��'—' � . , - - ` �,o /'�n�_l t�i„j�e /'i�3-i.7 L /'�,m..,5c ep ,�`�e �'� �' wN /,g�`�J �' nG�� r'G! �'iGv��.�,�� .�.,��fir t,��? � �C'_�� .S'L�"Cr�r /'�� S� � �� a� �3.�� /�.S ��i�ix 7'��:� �,� �� t: �� '�Hn ti,� y %,-,/f �,�f�c �� %��.. o.�,��i tia i 7C'ji c� � 66/Lt �r.:.��i.s' i�"L Ce E' L�ut. ('�,�r�Yca /7 �/ A /� �!♦ /"-7�,�� , I i�►� _yQ��,, A t�.L �jr��!y� u� L i 3`!� /�[3J I'7 �— � J� �C! i[iTa! �L)K�c � i( �(/ -L�/�c^ /� r1�i 1 0�.� r, .3 l;".� ',�-� �„ �c�� v� 7.�F /`" r��n.��e . ��. S lc�`>.a�� t�r2 l.� cv� tf �c�-,n �v r'�i� �`c ��c s� d�D &,lre-� � h,-.t 6:p �' _c�t fi�.� �'t c � c,s� �� L.- / � •r� !2 L`Lu�, r�alu+rwL ��f.o C�i n i�f�im o� � � ,�� G� ��n,�-;�_�e�L �. c�x� �+r�.P�� 6��z, � �c�� i x rr��'c ��llr. - � �'i f,c.[� �9 l�.C�� onr3✓`'� ,etia►;.�G i1 r'C. i r ABCO� ��_ . . :� � � Site Status Report#002 OBSERVATION DATE: PROJECT NAME AND I.D. 02/29/08 The Willows At Vail RAN-9603 Reports or pocuments Reviewed: 1. SSR#01. Site Progress: 1. Window installation is at or near 8Q%complete. 2. Spray applied fire protection over I-beams is in progress on top floor. 3. East elevation e�erior finish is at or near 80%complete. 4. Framing is at or near 80%complete. Field �bservations: 1. Provided observations of rated assemblies in Units#102, 103 and 204. 2. Provided observations of inechanical, electrical and plumbing components in Unit#204. 3. Provided observations of window installations outside Units#102 and#103. 4. Provided abserva6ons of exterior moisture barrier ou#side Unit#102. Action Items Identified: No action items were identified on this site visit. Action Items Resolved: Na action items were resolved on this site visit. Action Items Status: Not applicabie. Project InformationlDiscussions: 1. Paul was unavailable on this site visit. I will try and arrange the next trip to meet with him and walk the project. A[3CC)Construction S�rvices Cor}�oration Phone 303.220.K220 �ti-��v.alxo-corp.com 6907 South Yosemite Street,Suite 205 E:z1a 3()3.79Ci.()81i) Engtewc�od,CO �;0'I72 Page 1 of 4 ABCO Construction Service� "orporation -� Project#RAN-9603 --The V1�. ,ws At Vail Field Report 02_022908 Site Photographs Good Practice Photographs: ��: �,�`a .:.�,."�!!�!� _-. ; . r � �. �. , �a .. . .�,:. _.. , . � —._ _,._ --�r-. ..__ ___ ,_ . __ __.,.. , . _ . . , „ _ .— c� � ,, .��'� _c.: ,..=.�rvs+.aur.w-... � _ , W...,,,. ,�� — � �t �� .1 i'�'. ,. . .. � . Unit 103-Rated assemblies,fire penetra6on sealant at Unit 103-Windows/doors,sill flashing for door outside top plate unit-to-unit unit 103 ,��.. , .�. ,. ., �, :, .�„�,� �..�_. , _,,.� ��a.�.�.. ,�r ._. __._ �'- , �.' _ �T �: � �», j • .. .... :. .. .... � . � :. �`'�'� . ,.�:, -',r".,""��wwl�+` � �.;�, .. . � ..2.�.�.,..._. . �."— --'�"`•. ��1 - -- Unit 103-Rated assemblies,fire penetration sealant at Unit 102-Rated assemblies,fire caulking at top plate floor/ceiling assembly �'` `�' � r � <� � � ;,,a�� t: u. } Y .�; ', :. i..� ' � .. . ...'.:. . � r`ei!!�>.. .. . ., ��,� � �,y. . g,a..�,„ r, r:w+. �,p�k.�, . . ,'+¢F�.. ... "�8,� �, �M.- �rFf �°�a-,� •c, �'� � ._ . ��.rr �z•� �°�:".�... *►, '' ,�::i�J.��. - . ; . . ��.. ;.... ly�w� � k;�'�"�� 1�1�MW �yi� � . . � . K�,� U::: ��-�at��a�s�m�;�es, ��r u�7� �ene��at��r`re Unit 204-Rated assemblies,fire penetration sealant at sealant floorlceiling assembly A[3C0 Construction Services Corporation Phone 303.220.8220 w��w.alxo-corp.com 69�1 South Yosemite Street,Suite 205 F��x 303.796A�i10 L„�;t��,�i,co soi�? Page 2 of 4 ABCO Construction Service� Corporation -� Project#RAN-9603--The 1� �ws At Vail Field Report 02_022908 �e� �Y �: � �. �r°6 .. ,. '� s�.� , � � ' -. -:� ..,. t�r µ� f' �:� � � .�� . j 4 q ,e �„ .. ,.a�� i,: r ' f� � l,_� ��:�� r �� '� , . _ � 3'y�,,� a.. � �t�� r � ! i ;.�- _- 1 {�,. �` . .., ��:'�'-�:1 �,. � d �.iT,� ` ^_. �ar'' :,;,�� ."� y'r� - ...,. r w. j , � . ..: _ �. - 1-. ,., °,. t , . , ' _ �"�p� '�. �,�.� � N�� Unit 204—E�ectrical car��;.�.�� , _._ `sc� Unit 204—Mechanical,duct sealant � � �. - � � � � ��iEi� +t . R ,R'E Y � � ::��j�� s^ .s;..� .... �.�a� � . � � �tr y . .7''�-7"r sa .�.;'i � �� f - � � ,,. �._ sG�" .aW� �� p +�� g r.";G . f �k i�,y.. ,Y. .' yr "�.�: s .�-R,�. � �-r ^a'�,�'"n`� . ,- � /"-'.. - ��"ks°�A°�� f,R'�� F°'�^.t"'�11'r�,• .�`��i �€ �`► t -'Sj` " '�� ;"� '0� ,i�Y°a �.1°" .. .r�l+ R'z,.' +y'M��,�C Dj r. _,, ,d�'". {7•� g�, n 13 �.'�- �„ _ .��. . �6� �.r...t ��.r.�. � �,$� ,5 '•�.. `�..�#d , . ..,s '� ! t'�';,. ::F-�g ^.��' �. �" '+�:i` , e?s� •J '• ' � 4 � � dRas,�r�,'� `.�t ' t�;�, i �✓. ,.�,f ��+�.�.P.A4�A -er� .��M� p- �"�N�� y �^ ^�F i. �8 .Iti'-.. i .-r '� "f''. �'� r"*� I' i.:� h^F � }- ,r� ��yd�/t� ..�� a ' k : . �' �M� x, �. - ^ "m .u+'�: y�'�� r' d�',��,.<sY f ��R 4 . �� q'? �l 3�iY+� ��.�y�'M"�:' ��: . .�%� ��P'��✓I's��' Unit 204-Electrical,cable conduit pratection Unit 204-Plumbing, sprinkler supply line support �iww� -- � _ � +w '.a .� �a r.. r � � . .�l. �µ h r:� y+! ' , 'w� ._ - � � , �� . l: r. . , •.-/;�.�a�,:.: y.: i�� _ -'�'�� 4 �� !' i, V�..� ��r=� �� Unit 204-Plumbing,water supply line support Unit 102-Windows/doors,door flashing outside unit 102 ABCO Construction Servires Corporation f'hone 30322�.8220 www.alxo-corp.com b901 South YaseTnite Street,Suite 205 �.�j� ,��.��y�� rnglewoc�d,CO 80112 Page 3 of 4 ABCO Construction Service� "orporation Project#RAN-9603--The W,. nrs At Vail Field Report 02_022908 ,�� L �� '� �' � � ' r ,�� ,� ��. �. � � .,,,, ''.. - . , ; .._3,_, �t°� � � .. _�� , � � � � � �� — �.—�: , . _ �� , �i . . j �� 3 ' � e A 1' . ! �� . ..�� .. . � �� . .� � - . - Exterior wall cladding-E�erior wafl wrap outside unit 102 Site�tatus Vickie Phillips 720-940-3258 Friday, March 07, 2008 AE3C0 Construction Services Corp�ratio►� Phonc 3(13.220.8220 www.alxo-cor}�.com b901 South Yose►nite Street,Suite 205 f�ax 303.796.0810 E�lglewoc�d,CO 80112 Page 4 of 4 a � ' INDEPENDFNT TESTING& INiSFFCTION SE:ILVICF� INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 3G3-674-7560 FAX 303-674•7560 Page 1 ot 6 OBSERVATION REPORT Cilent: ':rius�vh Develoomeat ITFS Job No. 080807-A �ate: 3-12-Q8 Project: The Willows Location: Avon. CO Inspector: David L. Sturgeon This repo�t package contains information concerning specific tests and inspections of structural steei welding,structural bolting,structural sprayed fireproofing,and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. ' Also included may be ITIS'"List of Outstanding Discrepancies"(O.D.List). The O.D.List will be consecutively numbered for each page issued through�ut the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report,please feei free to contact ITIS at your convenience. ,__. �' _.. .__ .. �r __-- �� '" ��/ � � ,� -��/ ,1trr'r�y%"';r' � David L.Sturgeon ,% President ' `` ICBO Certified Inspector#1138247-85 AWS QC-1�82122691 Resident Level Itl 1 � � INDEPENDENT TESTING & INSPECTI4N S�RVICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-aT4-T560 � Page 2 of 6 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Jab No. 0808�7-A Date: 3-12-08 Field Made Welds:�(_Shop Made Welds:_ Type of Weld Inspected:Fillet x Groove_ Other _ Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Pro.iect Standards AREAS OF INSPECTION Level pr Elevation: Level 4 Rafter to Girder - ,. . Grid Line Location(s)encornpassing the area(s)inspectedltested: H.5 & 7.7 Provide information re:conditions of nonconfomiance. Include the O.D.item number and attach a copy ofthe O.D.List if applicable. At the listed location, the rafter needs the bearinA seat connection completed. One bolt is installed, and the other is missing. This has been entered on the attached O.D. L�st as item F-5. � Level or Elevation: Level 4 1 of 55.4 Column Connections Grid Line Locatian(s)encompassing the area(s)inspected/tested: J.S & 7 and ,T.S & 6.2 '�� "?' � Provide information re:conditions of nonconfurmance. Inclucie the O.D. item number and attach a copy of the C?.D.List if applicable. At the listed locations the column cap �late connections are incompl:ete. This has been entered on the attached O.D. List as item F-6, Level or Elevation: Roof 8, 9 and 10 af 55.8 Core Connections Grid Line Location(s)encompassing the area(s)inspectedltested: Stair Care #4 Provide information re: conditions of nonconformance. Include the O.D.item number and attach a copy O�the O.D.List ifapplicable. The listed connections sre incamplete:.:. Anchors and welds are missing. This has been entered an the attached O.D. List as item F-7. INDFPENDENT TESTING & �N�P�CT'ION SEItvICES INC. � 12084 VASEEN CT. CONIFER,COLORADO SO4S3 303-674-7560 FAX 303-674-T560 Page a of 6 FIELD INSPECTION REPORT F4RM IMTIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 3-12-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,gitder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proi ect Standards AREAS OF INSPECTIqN Level or Elevation: Roof FraminA Bolted Connections ,�,, Grid Line Location(s)encompassing the area(s)inspected/tested: �.5/12.S Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. At the listed location, the W12 beam has four bolt hales, ' and the column has a three-bolt fin plate. Th�ee bolta are installed. Are four bolts needed� This has been entered on the attached 0 D List as item F-8 ,� Level or Elevation: Roof Framing Beam ta Beam Connection Grid Line Location(s)encompassing the area(s}inspected/tested: C.3 & 10 +','�'"^�'"' Provide information re:conditions of noneonformance. Include the O.D.item number and attach a copy � of the O.D.List if applicable. The W14 appears to be too lonQ and is sweeping the W12 that it is connected to. This has been entered on the attached O.D. List as item — F-9. Level or Elevation: Roof Low Beam to Beam Grid Line Location(s)encompassing the area(s)inspected/tested: 12.5 & F (approximately) _..... Provide information re:conditions of nonconformance. Include the O.D. item number and attac a copy of the O.D.List if applicable. Ts�spection �rf"the slpped .i�I�2 �o�W14 conn�ction �ads rhp W12 bolted seat connection pushed north, and the bolt holes are misali,sned This has been entered on the attached O.D. List as item F-10. INDEPENDENT TE�TING & IlVT�SPECTItIN SERYICES INC. 12084 VASEEN CT. CONiFER,COLORA00 80433 � 303-674-7560 FAX 303-674-7560 Page 4 of 6 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELAING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date:�=7 2-08 Field Made Welds: X Shog Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component{ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proiect Standards AREAS OF INSPECTION Level or Elevation: Garage Column Cav Plate t.�fF�..;= Grid Line Location(s}encompassing the area(s)inspected/tested: J & 12 � Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. At the listed lacation that was previouslv identified, the calumn cap .plate cannection is missin� two holts. This �rea was incorporated into a lock-up area resultin� in the connection completion beinst delaved, This has been entered on the attach�d O.D, List as item F-11. Level or Elevation: Roaf Beam to Embed f„�„ ,�¢. Grid Line Location{s)encompassing the area{s)inspected/tested: E.5 & 6 Eaat Side af Core Provide information re:conditions of nonconformance. Include the O.U. item number and attach a capy of the O.D.List if applicable. At the��,a�sted]ocation the exnansion anchor fix needs documentation fr+�m the ER. This has been entered on the attached O.D. List as item F-12. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the tJ.D. item number and.attach a copy of the O.D.List if applicable. . � a INDEPENDENT TESTING & IN�PECTION �FRVICES INC. 12084 VASEEN CT. CONIFER�COLORADO 80433 303-674-7560 FAX 303-674-7560 . Page 5 of 6 LIST OF OUTSTANDING DISCREPANCIES LOCATION The Willows JOB NO. 080807-A DATE 3-12-08 INSPECTOR David L. Sturgean Q.D. LIST PAGE 2 OF On-eoin� v DATE � DATE REPORTED ITEM NO. OUTSTANDING DISCREPANCY ACCEPTED 3-12-08 F-5 Level 4 H 5 & 7 5 - he r f ird r 3-2�� r S connection is incomplete. Install missing bo t I3-12-08 F-6 Level 4 at J.S & 7 and J.5 & 6.2 - the colu �,.-,w�k ca late connections are incom lete. ' �» �-� 3-12-08 F-7 Roof Stair Core #4 Sections 8 9 & 1� of � 3��CP pL SS.8 are missin welds and anchors. 3-12-08 F-8 Roof Framin at B,5 & 12,5 - the W12 beam ha �� ,� 3;,2,o U� �h � four (4) holes and the column fin plate has - •��rS ��5�� three (3} holes. Three bolts are installed. � Ts this acce table? " "� 3-12-08 F-9 Roof Framin at C.3 & 10 - the W14 need ' �S � coping to relieve the swee in of the W12 beam it frames into. 3-12-08 F-10 Law Roof at 12.5 & F - the slo e W12 to W14 p��`��i� ` 3• �'� is ushed north reventin the installatian of the bolts in the bearin seat of the W14. �'� "plS 3-12-08 F=11 Gara L v J & 12 - f�7�!$Y11'rl �t�� I.�ci`�- �+3�� Q/°�f' �1aSll✓!Pa ��3i� J INDEPENDENT TESTING & IN�PEG�ION S�:RVICFS INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303�74-T560 FAX 303-674-7560 Page 6 of 6 LIST OF OUTSTAND{NG DISCREPANCIES LOCATION The Willows JOB NO. 080807-A DATE 3-12-08 INSPECTOR David L. Sturgeon Q.D. LtST PAGE 3 OF On-goine DATE DATE REPORTED ITEM NO. OUTSTANDING DISCREPANCY ACCEPTED 3-12-08 F-12 Roof at E S & 16 - d men ��(� 3'.�G'C� for the in-place fix of the W21 to core wher the embed is missing. + . . x� , + . . INDEPENDEN'r TESTING & IN�iPECTIUN SERVICES INC. 12084 VASEEN CT. CQNIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Clisnt: Triumvh Development ITIS Job No. 080807—A Date: 1-15—OS Project: The Willows Location: Vail, CO Inspector: �gvid L. Sturgeon This re�fort package contains information concerning specific fests and inspections of structural steel � welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspectian are contained on each individual inspection form. Also included may be ITIS'"�ist of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. • _�� . David L. Sturgeon President lCBO Certified Inspect 1138247-85 AWS QC-1 #82122691 Resident Level III • . „ INDFPENDENT TESTING & INSPFC'rION SERVICES INC. "° 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL IN5PECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: i-15-08 Fietd Made Welds:�_Shop Made Welds: Type of Weld Inspected:Fillet R Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Cade or Standazd: AWS, IBC and Pro�ect Standards AREAS OF INSPECTION REINSPF.CTION Level or Elevation: Level 2 AISC 5tructural Bolted Connections _ � % Grid Line Location(s)encompassing the azea(s)inspectedJtested: 1-9/B.5-K a Provide information re: conditions of nonconformance. lnclude the O.D. item number and attach a copy of the O.D.List if applicable. The previouslv noted, incompleCe connections have been completed, and inspections find the work conforming. Level or Elevation: Roof Welded Beam to Embed ConnecCions Crrid Line Location(s)encompassing the area(s)inspected/tested: Corea 2, 3 and 4 ��+�" ' Provide information re:conditions of nonconforrnance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The field welded connections w�re viewed and found con- forminA The previouslv noted, incomp�ete rafter to embed eonnections at the south face of core #3 have been completed, also, and found conforming. Level or Elevation: Roof Decking and Bent Plate Grid Line Location(s)encompassing the area(s)inspectedltested: C-H/�rids 1, 2 and 3 —.... _..__............................_......_...._._._...._____— _____...�__....__....._____.__.._._..._._..._.._._ _� Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The installation is in process with much snow on the roof which precluded further inspections. ITIS will follow up, M � • � P � INDEPENDENT TF.STING & IN�PEC'1`ION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 1-8-OS Project: The Willows Location: �ail, CO � Inspector: �avid L. Stuzgeon� This report package contains information concerning specific tests and inspections of structu�al steei welding,structural bolting, structural sprayed fireproofing,and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report,please feel free to contact ITIS at your convepa��n�; i' �� ^'E7x�%�%�� David L. Sturgeon President ICBO Certified Inspe r#1138247-85 AWS QC-1 #82122691 Resident Le�el III INDEPENDENT TESTING & IN�PECTION SEIt.YICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6T4-7560 FAX 303-674-7560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturtteon ITIS Job No. 080807-A Date: 1-8-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet x Groove 4ther Type of Component(ie: column,beam,girder,rnoment welds,etc.) As Recorded Applicable Cade or Standard: AWS, IBC and Pro�ect Standerds AREAS OF INSPECTION Level or Elevation: Level 2 AISC Structural Bolted Connections Grid Line Location(s)encompassing the area(s)inspected/tested: 9 to 15 LineslA-L __ _._._...._. Provide information re: canditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Six connections wer reviewed with the general contractor, and were marked for camp etion. Level or Elevation: Level 2 6 of Sl 6 Beam to �bed Connections � � � Grid Line Location(s)encompassing the area(s)inspected/tested: Gore #1 Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. 'The previously nated, incomnlete connections have been welded, and were found conforming Level or Elevation: Level 1 b of Sl 4 Column Base Gonnecti ons Grid Line Location(s}encompassing the area(s)inspectedttested: C & 12.8 Provide information re: conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. One anchor rod is not pzoperlq set. There is anproximatelY 8-10" of pro,jectian, and the anchor rod nut is stuck 2" down from the tov of the rod. The location was marked, and was also reviewed with �he general contractor, f , ► IN1)FI'LNDTI�''1"[`I+:STING & INSPIi:C'I`ION �FRYICI+:S INC. 12084 VASEEN CT, CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 af 4 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 1-2�0$ & i-3-08 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural boiting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individuai inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be cpnsecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your ' convenience. ' k � r~ . � ` �. ,.* �..,,___-__ David L `"t =:,� �.,; / ,'; President ICBO Certified Inspector 1138247-85 AWS QC-1 #82122691 Resident Level III , INDEPENDENT TESTING & INSPECTI4N SERVICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 4 F1ELD INSPECTION REFORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 1-2-08 & 1-3-Q8 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie: column,beam,girder,moment welds,etc.) As Recorded Applicable Code ar Standard: AWS. IBC and Proiect Standards ��' AREAS OF INSPECTION Level or Elevation: Level 2 AISC Struct�rai Bo� d onn �nna Grid Line Location(s)encompassing the area(s)inspectedJtested: A-L/9-16- Provide information re: conditions of nonconformance. Include the C�.D. item number and attach a copy of the fJ.D. List if applicable. Inspettions of the structural, bolted connectians find seven i�cati�ns w�iere b�slts are �►#ssittg �r not tensiosted� Ai1 lt�cat�p�ts were clearlv roarked for correction, and were reviewed with the G.C. also. STEEL Level or Elevation: �vel 2 6 of 51.6 Beam to Embed Connections � Grid Liae Location(s)encompassing the area(s)inspected/tested: Core 1 '� ~ Provide information re:canditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. 5ix of S5 3 •� �n amnl Ptp Ar t R q ar �nre �1 three beam connections require additional weldinA All locations were clear y marked for correction and reviewed with the G.C., also. STEEL Level or Elevation: Roof Steel Framing Grid Line Location(s}eneompassing the azea(s)inspectedltested: 1-7/B.5-K __ __-- Provide information re:conditions of nonconformance. Include the O.D.item nurnber and attach a copy of the O.D.List if applicable. Framing of the roof steel is a„pproximatelv 80X comnt P* ;n the listed area. Bolted and welded cannectiona are not et cam le tp oms�ect w�em cp, ;ete/ r INDEPENDENT TE�TING & IN�+YECTION SERVICES INC. 12084 VASEEN CT. CC)NIFER,CO 80433 (303�674-7650 FAX 1303)674-7560 Page� 3 of! 4 FIELD OBSERVATION REPORT OF ASSEMBLED COMPQNENTS Inspector: David L. Sturgeon ITIS Job No: 080807-A Date: 1-2-08 & 1-3-0$ Inspections of: Structural Steel Other Reinforcinrt Steel Appiicable Code/s or Standards: ACI, IBC and Proiect Standards AREAS OF INSPECTION 1) Leve1 3/4, Elevator Core Reinforcing Steel per 1, 2, 3 and 4 of 53.1 i''.�"�` �' List any departures from the stated codes or standards. Aiso provide a critique for each nonconforming condition with the assigned O.D. item number. 1) One corner bar was found missing and was placed. The listed placement was �udged as canforming. � � INDEPENDENT TESTINC& IN�SPECTI�N�SERVICEtS INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page �+ of 4 ITIS Job Na �8fl� FIELD APFLIED STRUCTURAL STEEL FIREPROOFING INSPEGTIaNS The fallowing listed levels and areas,as described herein,were inspected and tested in accordance with ICBO 7-6. 1-2-OS & Date: 1-3-08 Type of Fireproofing Material Inspected: I�IIt-6 LevelofInspection: Level 1 through Level 4 AreaInspected: 1-9/A-L At Level 1 the temp o£fice area is exleded for now COMPONENT TESTED U.L.DESIGN/RATING REQUIRED THICKNESS �' Beams D-779 1 Hr. 1/2" and 1" at L-1 2. 3. 4. 5. 6. �°:,.,..�,„' List any deficiencies noted that do not conform to ICB(?7-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conformance to ICBO 7-6 requirements and project standards,as applicable. The level 2 deficiencies reported 12-26-07 remain incomplete. The pplications at Levels 2 3 and 4 were found substantiallq complete with anly a few flutes requiring patching which is to be completed later. List areas by grid line and level where density samples For lab testing were remaved. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L.DESIGN l. 2. 3. , . � Il�'1)1+:�'F:NDFNT TF.S'I`ING & IN�I'FG:I'ION SFRVICI±:S INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATIQN REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 12-26-07 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this repart, please feel free to contact ITIS at your convenience. G?titGfi��/�i�'��s%/ David L. Sturgeon President ICBO Certified Inspe #1138247-85 AWS QC-1 #82122691 Resident Level III , . : INDEPENDENT TESTING & INSPEG�ION SERYICES INC. µ 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6747560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTIUN REPORT FORM 1NITIAL VISUAL INSPECTION(JF WELDING Inspector: David L. Sturgeon ITIS Job No. Q80807-A Date: 12-26-07 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:calumn,beam,girder,moment welds,eta) As Recorded Applicable Code or Standard: AWS, IR� and PrnjPrt Sf anAarAe AREAS OF INSPECTION LevelorElevation: Level 2 9 and 10 of SS.O Shear Tab Moment Connectinnc Grid Line Location(s)encompassing the area(s)inspected/tested: S & 5.5 on A-line Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. ITIS previouslr reported unwelded conn��C..;�„ons. �n th;g date, reinspections find the cannections comp�.ete and c^nnfnrmin� Level or Elevation: Information Crrid Line Location(s)encompassing the azea(s)inspected/tested: North of -line Provide information re:conditions of nonconformance. Include the O.D.item number and attach a capy of the O.D.List if applicable. The framing is beintx set: however, thP urnrk Ar �nnnvrri n.,o is not qet complete. TTIS will follow up as the work praAresses. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide inforrnation re:conditions of nonconfoxmance. Include the O.D.item number and attach a copy of the O.D.List if applicable. M , . ._ 1NDEPENDENT TESTING& INSPFCTION�iERVIGEB INC. 12084 VASEEN C7. CONIFER,COLORADCi 80433 303-674-7560 FAX 303-674-7560 Page 3 of � ITIS Job No. 08Q807-A FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTTONS The following listed levels and areas,as described herein,were inspected and tested in accordance with ICBO 7-6. Date: 12-26-07 Type of Fireproofing Material Inspected: I�IIC-6 Level of Inspection: Level 2 Area Inspected: A-L/i-9 Beams CCIMPONENT TESTED U.L.DESIGN 1 RATING REQUIRED THICKNESS 1' Beams U-779 1 Hr. 1/2" 2. 3. 4. 5. 6. List any deficiencies noted that do not conform to ICBO�-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conforrnance to ICBO 7-6 requirements and project standazds,as applicable. The referenced area was reinspected where the applications were previously found incomplete with dropouts, slides, open beam flutes and low coverage. This reinspection finda the rewark approximately 95� comp2ete and conforming. List azeas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L.DESIGN 1. 2. 3. � - 1 - INDEPENDENT TE►STING +& INSPECT�ON SERI'ICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7580 FAX 303-ff74-7560 Page 1 of 4 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 0$0807-A Date: 2-25-08 & 2-27-08 Project: The Willows Location: vgil, C0:' Inspector: David L. Sturgeon ` ` �'his report package contains infofimation conc�rrllrig specif�t tests and inspections of structt�ral�ste�i �^ ` ' ` ' � welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. G.vt.(� �� David L. Sturgeon President ICBO Certified Inspec 1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTION SEItYICES INC. " 12084 VASEEN CT. CONIFER,COIORADO 80433 303-674-7560 FAX 303-674-756� Page 2 of 4 FIELD INSPECTION REPART FQRM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 2-25-08 & 2-27-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove (�ther Type of Component(ie: column,bearn,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proj ect Standards ST� AREAS OF 1NSPECTION Level or Elevation: Level 1 BS Dwg. E113, Sections B and D Stair Connections X��,�� Crrid Lit�e Location(s)encompassing the area{s)inspected/tested: Stair #3 F-G _._._.__.____...._.._.�....._..__.......__......_...___._.__--- ____._._____._.......................... .. .. Provide information re:conditions of nonconformance. Inciude the O.D. item number and attach a copy of the O.D.List if applicable. The riser to landinA welds are missing, and the riser is not anchored to the Level One slab. The erector and G.C. were informed. STffi� Level or Elevation: Level 3 Reinforcing, Decking and HAS Grid Line Lacation(s)encompassing the area(s)inspected/tested: B.5-D/9-15 ` Provide information re:conditions of nonconformance. Include the D.D. item number and attach a copy of the O.I7.List if applicable. The previously noted deficient HAS welds have been rewelded and were found conforming. The decking installatian was found conformin�, and all required r+einforcing steel was found properly placed and of correct size. 51'�L Level or Elevation: Roof Mechanical Roof Deck Grid Line Location(s)encompassing the area(s)inspected/tested: G.8-H.1/7.5--11 _—__ __ _ _---,----- - --- --.---________- -- Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if$pplicable. The HAS and decking insttaltion were found conforming. � .r. �. INDEPENDENT TESTING & INSFECTION SFR�ICES INC. �� 12084 VASEEN CT. GONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of 4 FIELD INSPECTIpN REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. St'urgeon ITIS Job No. 080807-A Date: 2-25-08 & 2-27-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded —.. _ Applicable Code or Standard: AWS IBC and Proiect Standards STRFi• AREAS OF INSPECTION Level or Elevation: Level 3 DeckinQ HAS and Reinforcing Grid Line Location(s)eneompassing the area(s)inspected/tested: E.5-G/8-9 �� , Provide information re:conditions of nonconform�nce. Include the O.D.item number and attach a copy pf the O.D.List if applicable. The deckinsz was found conformin$ One Colmm� haGP �nnnPr tion needed the :bo}� tensioned All required rein�orcing steel at the step waR found conforming. STEEI. Level or Elevation: Level 4 Deckins and HAS Grid Line Location(s)encompassing the azea(s)inspected/tested: 9-11/G-J _ _.. k .. Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the(?.D. List if applicable. Tmo column base connections on-:gxid 11 needed tensioning. and were completed. The �d�sck,ing; as. we3�� as Lhe- Hrt� �tere found conforminR. STFFI, Level or Elevation: K of E113 Field Welded Connections Grid Line Location(s)encompassing the area(s)inspectedltested: tair Provide information re:conditions of nonconformance. lnclude the O.D. item number and attach a copy of the O.D.List if applicable. The HSS column can nlates have beeen removed, and th� landing supports are welded to the field cut and uncavned columns The revised landing to column welds xere found nonconforminQ due to profile fusion and size. Teh G.C, was informed. a,,. � . .. 1NDEPENDENT TF STING & INS�"EG+TION SERYICES INC. °° 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-6T4-7560 Page 4 of 4 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 0808n7-A Date: 2-25-08 & 2-27-0$ Field Made Welds: % Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proj ect Standards S,j,� AREAS OF INSPECTIUN Level or Elevation: Level 4 Beam to Embed Connectians Grid Line Location(s)encompassin�the area(s)inspected/tested: North Face of Core #2 ,�,,,�,�,,� ; Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The previously noted incomplete welds have been completed, and were found conforming. STEEi. Level Or Elevation: ��el 2 Column Splices Grid Line Location(s)encompassing the area(s)inspected/tested: All Locations Level Two a .4c w ^....._... Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The previously noted, undersized eplice welds have not yet been reworked, STEEG Level or Elevation: Level 3 HAS Grid Line Location(s)encampassing the area(s)inspected/tested: B-D/10-15 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Testing of the HAS finds twenty (20) failures. The G.C. and Erector were informed. Reinspection is to be candncted on Eebruary 27, 2008. #4' `'' .. INDEPENDENT TESTING & IN�PECTION S�RYICE►S INC. 12084 VASE�N CT. CONIFER,COLORA� 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVA710N REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 7-14-08 Project: `I'he Willows Location: Vail, CO inspector: David L. Sturgeon Thi�repo�t package contains information concerning specific tests and inspections of st►uctural steei welding, structural bolting, structurai sprayed fire�roofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance#or each area of inspedion are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. list). The O.D. List will be consecutively numbered for each page issued throughaut the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. _,.,... �i � __��''/ David L. Sturgeon President ICBO Certified Inspe r#1138247-85 AWS QC-1 #82122691 Resident Level 111 INDEPENDENT TESTING & INSPECTION SER�'ICFS INC. 120a4 VASEEN CT. CONIFER,COI.ORA00 80433 303-674-7560 FAX 303-674-7560 Page 2 of� FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Stur�eon ITIS Job No. 080807-A Date: 7-14-08 Field Made Vl�elds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code qr Standazd: AWS, IBC and Project 5tandards AREAS OF INSPECTION Level or Elevati0n: Roof Reinspections Beam Swee�i Grid Line Location(s)encompassing the area(s)inspected/tested: O.D. Item F-9 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. No exception has been taken to the�.��uilt. The connecti�n remains as-is. Please reference the attached "Reinspection" fors for additional information. Level or Elevation: Level 1 thru Level 4 Reinspeccions $ ai rg #5.,g b Grid Line Location(s)encompassing the area(s)inspected/tested: Stairs N5 & 6 on Grid D Provide information n:conditions of nonconformance. Include the O.D.item nurnber and attach a copy of the O.D.List if applicable. The head clearance re��..forc�� ap�t�,ha,.�p�.n �1��, �,P missing moment connection welds� 7 of S5,3, have been placed via a web nlate added to the near side web and fully welded to the besei and embed. The w�lds : were found canfomring. Level or Elevation: Roof 9 of S5.6 Wind Gert Grid Line Location(s)encompassing the area(s}inspected/tested: Grid L Provide informarion re:conditions of nonconformance. Include the O.D.item number and attach a copy qfthe O.D.List if�pplicable. The 3/8" too flange. moment nla„t�, and rhP rnlmm� to rnof besei slip connectiou hav� been �eworked. and was fo�,�$ conforming_ INDEPENDENT TESTING & INSPECTIQN SERVICES INC. rv 12084 Vaseen Ct. Conifer,C4$0433 (303)674-'1560 Fax(303)674-7560 Page 3 of 3, REINSPECTIONS Type of Reinspection: Visual X Torque Testing NDT Inspector: David L. SturAeon ITIS Job No. 0808�7-n Date: �11,-Ltg List items reinspected,referring to the O.D, item and the original date of reporting. Indicated if the reinspected item conforms to original project standazds,modified standards or is accepted in the as- built conditian. Canditions initially found in noncanformance to original project standards but subsequently aze reviewed and accepted by the responsible autharity shall have such acceptance in ` � written form with writteri confirmation noted on this repart. • • t �.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS ITEM REPORT ENGINEERING REVIEW TO SIGNED DATE AS-BUILT MODIFIED STANDARDS OFF F-9 3-12-08 X i INDEPENDENT TESTING & IN�PECTIUN SERYICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Client: T�iumph Development ITIS Job No. 080807-A Date: 6-23-0$ Project: The Willows Location: �ail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained �n each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. L.ist). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. .�. ...__..�:,..�� acrc�t'•E"�� ' � _ , � �-;� F David L. Sturgeon �f �, President � �'' (CBO Certified Inspector�k'f`138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & IN�PECTION SERYICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 2 FIELD 1NSPECTION REPQRT FORM INITIAL VISUAL INSPECTIpN OF WELDING Inspector: David L. Sturt�eon ITIS Job No. 080807-A Date: 6-23-0$ Field Made Welds: X Shop Made Welds:_ Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,mornent welds,etc.) As Recorded Applicable Code or Standard: AWS IBC and Proi ect Standard� STAIR i6 AREAS OF INSPECTION Level Or Elevation: Secon Riser Head Clearance Grid Line Location(s)encompassing the area(s)inspectcjd/tested: ____ ..._------ _ ___.. �____ ___ __ �__ ____ Provide information re:canditions of nonconformance. Include the O,D.item number and attach a copy of the O.D.List if applicable. Boulder Steel has directed a documented, structural fix to correct the head clearance issue. Ins ections of the field work f'n 8 1 , L3 x3 x not installed per Boulder Steel's directive. The G.C,.,was informed. STAIR 13 Level or Elevation: Level 2 and 3 7 of SS 3 Moment (:onnp�ti nnG Grid Line Location�s)encompassing the area(s)inspected/tested: Stair #2 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D,List if applicable. The nreviouslv noted incorrect]y�Ql ded and rPfnrE+nrp moment connections were reinsvected subseauent to rework and wt�r�fnr�nd �rith addi tional sub—sized welds added at the inside too and bottom flanges at �hP ex ncnd side. T'he G.C. is to request an alternative cannection that can be worked from one si e. wi ollow-up. Level or Elevatian: Grid Line Lacation{s)encompassin�the azea(s)inspectedltested: Pmvide information re:conditions of noncnnformance. Include the O.D.itern number and attach a copy of the O.D.List if applicable. INDEPENDENT TESTING & IN�PECTION SERViCES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of Z OBSERVATION REPORT Client: Triumph Development ITI5 Job No. 080807-A Date: 6-3-OS ProJect: The Willows Location: '�<j=�_ ;-�? Inspector. David L. SCUrgeon This report package contains informatio�concerning specific tests and inspections of structural steel welding,structural bolting,structural sprayed fireproofing,andlor nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questians regarding the content of this report, please feel free to contact ITIS at your cnnvernence � __ .� . �� ---� f � � �' �T � ,/�,,,/4'�triG+L y'l� '" r" .�� 'e'c'�"",,:��''�-°%'" Clavid�.Sturgeon ;" f President ICBO Certified Inspector#9138247-85 AWS QC-1#82122691 Resident Level I11 INDEPENDENT TESTING & IN�PEG�ION SERV'ICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303�74-7560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 6-3-08 Field Made Welds: Shop Made Welds: Type of Weld Inspected:Fillet Groove Other __Reinforcing Steel _____.---- -- Type of Component(ie:column,beam,girder,moment welds,etc.)______._.._._.., Applicable Code or Standard: ACI, IRC and Proiect Standards AREAS OF INSPECTION REINFORCING STELr[. Level or Elevation: Foundation Site Wall Grid Line Location(s)encompassing the area(s)inspected/tested: Southwest Corner Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The 20' long section of vertical reinforement placed in accordance with 3 of S4 1 was viewed and faund conforming. Level or Elevatian: - _....____ _ _.._._.._.. __..___...__._. ____.__ _ Crrid Line Location(s)encompassing the area(s)inspected/tested: Pmvide information re:conditions of nonconformance. Include the p.D.item number and attach a copy of the O.D.List if applicable. Level or Elevation:�_ �__. —_--..___ �._.... _. _._.. _____ -- Grid Line Location{s)encompassing the azea(s)inspected/tested: _ _ _ ___— Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. INDEPENDENT TESTING & INi�PEGTIQN oSERYICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATION REPORT Client: Triumph Aevelopment ITIS Job Np. 080807-A Date: 5-30-08 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural balting, structurat sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. �ist will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convFniet�ce r' � � _. .. ,..: �,,� „-, /� ��r �, .� ,r"'�,��.�--��,.,� �-._.�-�� -�. David �. Sturgeon f�r°r / President � /` ICBO Certified Inspector�-�8247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING& IN�SPEG�ION �SERVICES INC. W 12084 VASEEN CT. CONIFER,CO 80433 (303)674-7650 FAX(303)674-7560 Page� Z, : 01� 3 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L. Sturt�eon ITIS Job No: 080807—A Date: 5-30—OS inspections of: Structural Steel Other Reinforcinsz Steel Applicabie Code/s or Standards: ACI, IBC and Proi ect Standards AREAS OF INSPECTION 1) South retaining wall at south stair from F—G on 1-13ne (approximately) -- the double mat walls were judged for conformance to sections 1 of S1.3, 1 of 54.1, general notes and ACI tolerances. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned�.D.item number. 1) The placements were viewd and found conforming. The placements were judged as conforming. INDEPENDENT TESTING & INSPEG�I�N SERYIC�:S INC. 12084 VASEEN CT. CONIFER,CO�ORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon TTIS Job No. 080807—A Date: 5-30-0$ Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,rnoment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Project Standards AREAS OF INSPECTION Level or Elevation: Stairs.�6, 5 and 2 Welded Connections Grid Line Location(s)encompassing the azea(s)inspected/tested: � A Provide information re:conditions of nonconformance. Include the O.D.itenn number and attach a copy of the O.D.List if applicable. The reworked, welded and incomulete connections have been reworked and campleted. A few issues with moment connections at Core #1 and head clearances at Stair #2 remain. ITI5 will follow up as work progresses. Level or Elevation: Grid Line Lacation(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the p.D.List if applicable. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. INDEPENDENT TESTING & INb�PEGTION �ERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATION REPORT Ciient: Triumph Development ITIS Job No. a80807-A Date: 5-22-08 Project: �e Willows Location: �ail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection farm. Also included may be ITIS'"List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughaut the duratian of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. -----.. a�oG `'�.`�� David L. Sturgeon President ICBO Certified Inspector 1138247-85 AWS QG1 #82122691 Resident Level III INDEPENDENT TESTING & IN�►PECTIQN SERVICE�S INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-75B0 Page 2 of 3 ADDITIONAL INFORMATION Inspactor: David L. Sturgeon ITIS Jab No. 080807-A Date: 5-22-U8 This farm contains additional inspection infurmation not specifically covered in the prepared farmats of testing and inspections. X AdditionalInfarmation Additional Tnspections Additianal Tests At the request of Paul Burbid�e of R.A. Nel�on, ITIS met onsite with Baulder Steel's engineer, Leslie. All outstanding conditions noted by ITIS were reviewed. The onsite meeting continued with Coleman addressing R A Atelson's concerns with work that is incamvlete and not vet insnected. R A Nelson has orepared a list of items in add�t�on to 7TIS' "List of Outstanding Discrepancies". It is my understanding that BSI is to provide solutions to all concerns and direct the erector in a timely manner as to what rework is needed and where it is needed. ITIS will fallow-up as directed bv R.A. Nelson. INDEPENDENT'rE►STING& IN�PEG�ION SERVICES INC. 12084 VASEEN CT. CONIFER,CO 80433 (303)674-7650 FAX{303)674-7560 Page� oA s FIELD OBSERVATION REPORT OF ASSEMBLED COMPQNENTS Inspector: David L. Sturgeon ITIS Job No: 080807-A Date: 5-22-OS Inspections of: Structurai Steei Other Reinforcinrz Steel Applicable Codels or Standards: ACI IIiC and Proiect Standard� AREAS OF INSPECTION 1) Rear stair footing for retaining wall and stair, area -1/F-D - Section 1 of 54.1 was used for mat and dowel rod placement. The three tiered, stair landings and retaining wal dowels were found conforming. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D.item number. 1) None noted INDEPENDENT TESTING & INSPEG�ION SER�'ICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page i of 5 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807—A Date: 4-18-08 Project: T�e Willows Location: �ail, CO Inspector: pgvid L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. list will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. �20� � David L. Sturgeon President ICBO Certified Inspector#1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPEG�ION SERVICES INC. � 12084 VASEEN CT. CONIFER,CQLORADO 80433 303-6747560 FAX 303-674-7560 Page 2 of 5 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 4-18-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standazd: AWS, IBC and Pro�ect Standards ENGINEERING REVIEW AREAS C?F INSPECTION LevelorElevation: Roof Reinspection (O.D. Item) Beam to Embed Grid Line I.ocation(s)encompassing the area(s)inspectedltested: Core 2 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The three beam to embed connections are not yet f ully welded. Engineering review is in process concerning the eccentricity af the stretched angle end connections. This has been entered on the attached O.D. List as item F-13. ENGINEII2ING REVIEW LevelorElevation: R04F Reinsvectians ( 0 D.) Items F-8 and F-10 Grid Line Location(s)encompassing the azea(s)inspectedJtested: __... -- -- Provide information re:conditions of noneonformanee. Include the O.D.item number and attach a copy of the O.D.List if applicable. The two referenced O.D. Items are also under engineering review ITIS will follow un Level or Elevation: Level 3 Column Splices Grid Line Location(s)eneompassing the area(s)inspected/tested: G & 13 and J & 14 Provide information re:conditions of noneonformance. lnclude the O.D,item number and attach a copy ofthe O.D.List ifiapplicable. At the two referenced locations, the column splice� field welded connections are incomplete, and have been added to the atttached O.D. List as item F-14. INDEPENDENT TESTING & IN+SPECTION SERVI�E�S INC. °` 1208A VASEEN CT. CONIFER,COLORAQO 80433 303-674-7560 FAX 303-674-756d Page 3 of 5 FIELD INSPECTION REPORT FORM IrTITIAL VISUAL INSPECTION 4F WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 4-18-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fiilet x Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: aW5, IBC and Project Standards �I�I� R�� AREAS OF INSPECTI4N Level or Elevation: Roo£ Beam End Connection Grid Line Lacation{s)encompassing the area(s)inspected/tested: G & 11.3 Provide information re:conditians of nonconformance. IncIude the O.D.item number and attach a copy ofthe O.D.List ifapplicable. The W18x55 was framed with a temporary plate connection. This condition was brought to the attention of Gallegos Steel for comvletion. Inspections this date find the temporary connection in place with a single angle welded connection installed on the far side web. Please indicate what is needed. is as een entere on t e attac e . . ist as item F-15. Level or Elevation: Level 3 Landing Su�port Framing Grid Line Location(s)encompassing the area(s)inspected/tested: Stair #3 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The referenced landinq is supported at the north end with cantilevered angle connections. Paul with R.A. Nelson is pursuinA this item. ITIS will follow up. Level or Elevation: Level 1 through Level 3 Framing, and Welded CQnne� �on� Grid Line Location(s)encompassing the area(s)inspected/tested: Stair #2 Provide information re:conditions of nonconformance. Include the O.D,item nutnber and attach a copy of the O.D.List if-applicable. The installation is comvlete and in�yections will b� conducted the week of 4-20-0$. 1NDEPENDENT TESTING & IN�PECTION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 4 af S LIST OF OUTSTANDING DISCREPANCIES LOCATION 'Phe Willows �pg Np, 080807-A DATE 4-18-0$.' INSPECTOR David L. Sturgeon O.D. LIST PAGE 4 OF On-aoinrz ---- DATE DATE REPORTED ITEM NO. OUTSTANDING DISCREPANCY ACCEPTED 4-18-08 F-13 ER REVIEW -� Roof Level, Core #2, North Face i the two W12 and one W14 embed connections ar not fully welded. Also, en ineerin review is in rocess for the extended end connectio s 4-18-08 F-14 Level 3 at G & 13 and J & 14 - the calumn splices are incomplete. Finish weldin . 4-18-08 F-15 FN I REV R Beam - a W18x55 on rid 11.3 at G k�as a single angle connection on one side of the web and a temporary cannaction on: the other side of the web. CJhat is required at this location to satisfy the loads? i INDEPENDENT TESTING & INSPECTION SERVICES INC. - 12084 Vaseen Ct. Conifer,CO$0433 (303)674-'7560 Faa(303)674-7560 Page 5 of 5 REINSPECTIONS Type of Reinspection: V isual X Torque Testing NDT Inspector: �avid L. Sturgeon ITIS Job No. 080807-A Date: 4-18-08 List items reinspected,referring to the O.D.item and the original date of reporting. Indicated if the reinspected item conforms to original project standards,modified standards or is accepted in the as- built condition. Conditions initially found in nonconformance to original project standards but subsequently are reviewed and accepted by the responsible authority shall have such acceptance in written form with written confirmation noted on this report. i O.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS � ITEM REPORT ENGII�IEERING REVIEW TO SIGNED , DATE AS-BUILT MODIFIED STANDARDS OFF F-11 3-12--08 X 4-18-08 INDEPENDENT TESTING & IN�PECTION SERYICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page i of 3 OBSERVATION REPQRT Client: Triumph Development ITIS Job No. 080807-A Date: 4-2-08 Project: �e Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structurai steei welding, structurai bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection farm. Also included may be ITIS'"List of Outstanding Discrepancies"((?.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. . 4 �. � -- avid L. Sturgeon -� President ICBO Certified Inspecto 138247-85 AWS QG1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTIUN SERVICES INC. " �zasa vAS�eN cr. CONIFER,COLOkADO 80433 303-674-T560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTION REPORT FURM INITIAL VISUAL INSPECTION OF WELDiNG Inspector: David L. Sturgeon ITTS Job No. 0$0807-A Date:4"'2-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie: column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS�IBC and Proiect Standards AREAS OF INSPECTION Level or Elevation: Leve1 4 Low Roof Structural Framing Cmd Line Location(s)encompassing the area(s)inspected/tested: Narth of 9-line Provide information re:conditions af nonconformance. Include the O.D,item number and attach a copy of the O.D.List if applicable. A walk-through insnection was condLC��d Many cannections are incomplete. The area needs to be completed and resubmitted for inspections. Level or Elevation: O.D. List Reinsnections Items F-5 throuszh F-11 Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy ofthe O.D.List ifapplicable. O.D. item F-7 was found complete. ITIS faxed a copy af the O.D. List to Gary Call of Gallegos Steel this date. Level or Elevation: Levels 2 and 3 6 of 55.3 Beam to Embed Grid Line Location(s)encompassing the area(s)inspected/tested: Pravide information re:conditians of noneonformance. Include the O.D.item number and attach a copy of the O.D.List iFapplicable. At Level 3 the CIP embed is low, and the core connectian cannot be comgleted as detailed. The G.C, was informed by Gallegos. INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 Vaseen Ct. Conifer,CO 80433 (303)6�4-7560 Fax(303)674-7560 Page 3 of 3 REINSPECTIONS Type of Reinspection: Visual Torque Testing NDT lnspector: David L. Sturgeon ITIS Job No. 080806-A Date: 4-2-08 List items reinspected,referring to the O.D.item and the original date of reporting. Indicated if the reinspected item conforms to original project standards,modified standards or is accepted in the as- built condition. Conditions initially found in nonconformance to original project standards but subsequently are reviewed and accepted by the responsible authority shall ha�e such acceptance in written form with written confirmation noted on this report. O.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS ITEM REPORT ENGINEERING REVIEW TO SIGNED DAfiE AS-BUILT MODIFIED STANDARDS OFF F-7 3-12-OS X 4-2-08 � INDEPENDENT TESTING & INi�PEG�IpN SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of � OBSERVATION REPOR7 Client: Triumvh Development ITIS Job No. 0$0807-A Date• 3-20-08 Project: '�'he Willows �ocation: �ail, CO Inspector: �avid L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bol#ing, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"{O.D. List). The O.D. List will be eonsecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. a✓'T r`.u-1' 4. ��--,�� : David L. Sturgeon r�'"� ��..�~' President f � ICBO Certified Inspector'#"1'1382�7-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTION SERVICES INC. " 12084 VA3EEN CT. CONIFER,COIORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of S FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. SturQeon IT1S Job No. 080807-A Date: 3-20-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Pro�ect Standards AREAS OF INSPECTION Level or Elevation: Level 2 1 of SS.O Frami n� and Reinf�rcing Grid Line Location(s)encompassing the azea(s)inspected/tested: G.6-J/14-16 -- ---.__.._.._ Provide information re:conditions of nonconformance. Include the O.D.item nuunber and attach a copy of the O.D.List if applicable. The reinforcinst steel and WWF (6x6x2.1) were found conforming. Additionallv, the HAS, deckinA, flashinst and weldinA were found conforminA after som work. Level oT Elevation: Level 3 Framing and Reinforcing Grid Line Location(s)encompassing the area(s)inspected/tested: G.6-J/14-16 __ _ Provide information re:conditions of noneonformance. Include the O.D.item number and attach a copy of the O.D.List if ap licable. The structural�, bolted connections of the deck frame required tensioning. �e HAS, decking and reinforcing steel required work to complete, but were subsequently found conforming. Level or Elevation: Level 2 Framing and Reinforcing Steel Grid Line Location(s)encompassing the area(s)inspected/tested: At B,5/11.5-12.2 (Balcony) Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if�applicable. Some of the structural, bolted connections on the frame and ad�acent connections required tensioning. The reinforcing and decking with 6x6x2.1 WWF were found conforming. Subsequent to re�rork, the bolted connections were found conforming. INDEPENDENT TESTING & 1N�PECTI4N SERVICE� INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of S FIELD INSPECTION REPORT FORM i1�tITIAL VISUAL INSPECTIUN OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 3-20-08 Field Made Welds: X Shop Made Welds:_ _ Type of Weld Inspected:Fillet X Groove_ _ Other___ __..__........_ _..._ ..... —__. .. Type of Component(ie:column,beam,girder,moment welds,etc.)�As Recorded _ Applicable Code or Standaxd: AW5 IBC and Prsj�t Sta�dards AREAS OF INSPECTION Level or Elevation: Leve1 3 1 of SS 0 Framins and Reinforcin$ Grid Line Locatian(s)encornpassing the area(s)inspected/tested: D.S-E/14-16 _______ _.__...__..-----_.......__ _.._._.___. ,_.___....___- -___ .. _._ Provide information re:conditions of nonconformance. Include the O.D,item number and attach a copy of the O.D.List if applicable. The reinforc7 n& stee,l, the bolted connpcfiinna A„� xn� �i i required rework to complete. Subsequent .to. the rework, reinspections find the work conforming. Level or Elevation: Level 2 and 3 CoJ.umn Sp�� Grid Line Loeation(s)encompassing the area(s)inspected/tested: B-D/9-15 Provide infarmation re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. ITIS previously report�d column snlice welds of deficient size. The erector has rewelded all effected and new splices to the required weld size. The welding was found conforming. Level or Elevation: Roof RFI 283 W21 Ridgg Beam Grid Line Location(s)encompassing the area(s)inspected/tested: ___ Provide information re: conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. 'The installation of the angle seat shown in SSK 43 has been completed leaving the existing connections in palce. The anchorages were found installed properly and pre-loaded snug tight. INDEPENDENT TESTING & INSPECTION SERVICES INC. �� 12084 Vaseen Ct. Conifer,CO 80433 (303)674-7560 Fax(303)b74-'7564 Page 4 of 5 REINSPECTIONS Type of Reinspection: Visual X Torque Testing NDT Inspector: David L, Sturgeon I'I'jS Job No. 080807-A Date: 3-20-08 List items reinspected,referring to the O.D.item and the original date of reporting. Indicated if the reinspected item conforms to original project standards,modified standazds or is accepted in the as- built condition. Conditions initially faund in nonconformance to original project standards but subsequently are reviewed and accepted by the responsible authority sha11 have such acceptance in written form with written confirmation noted on this report. O.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS ITEM REPORT ENGINEERING REVIEW TO SIGNED DATE AS-BUILT MODIFIED STANDARDS OFF F-6 3-12-08 X F-12 3-12-08 X 3-20-08 RFI 0283 � �NDEPENDENT TE�STIN(�& �N�FECrION►9ER,VICES INC. �zos4 vASeEN eT. CONIFER,COLORADO 80A33 303-674-7560 FAX 303-674-7560 Page 5 af S ITIS Job No. c180�7-A FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTIONS The follawing listed levels and areas,as described herein,were inspected and tested in accordance with ICB4 7-6. Date: 3-20-08 Type of Fireproofing Material Inspected: I�-6 Level of Inspection: Level 2/3 and Level 3/4 .Area Inspected: B-E/9-14 COMPONENT TESTED U.L.DESIGN/RATING REQUIRED THICKNESS 1� Beams D-779 1 Hr. 1/2" 2. 3. 4. 5. 6. List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conformance ta ICBO 7-6 requirements and project standards,as applicable. The exterior surface of the perimeter beams were incomulete at this insvection. Inspections of the beams of Levels 2 and 3 were found complte and of conforminA c�uality. The next inspection is scheduled for the week of 3-30-08. List areas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon cornpletion. LEVEL GRID LINE COMPdNENT U.L.DESIGN 1. 2. 3. �o.-.�'I`GTt.��o�^^'-��' �'.�l.�� ' �?i �°�'' " ?� in`4'�. " '�.:=5 �.;_.v��L�.'�..1`i��.=�. � 1 "` •1`Y�1 ��t ri.!"��i�..!-'a� ��1°� i}.�i�t.2C�i'_dlli�.�,-rY' i��J�: �€'�`i.�,�?t,,�,; � .�gEL.�D: lt.��.,�._4GE: � ,., �.. B_�i�']E: `� ' - ._ ' , '��; JC?� N0. � �. C,�, � '��..;`_, � '�N�.Th�EER ` �� :�. � Y1:G,J�E:T: � `' �... _ �_ , � <<�-� . ,�_ �� (.` � � � ' � tL ' �._� � ,: (�1 . . . E�:C.4V.��I�N ]B.4.SE L��'E£,(S):�-� '-��,�i-, �,.i C''Yl �� ,u s ' L' 1VL4'�'ERL4LS E�.PfJSED IN B�SE(Sj O�'E,�C�iVATI�N� ,�� r -� i ti? ` ; _, �,. --�- � �, .,� � � �' � , . REMARIiS: . : , ` � "� � . `` �( ^ ^ _ • � �. - _ i , f - ; PROF'OSED CONSTRLICTIONAND FpUNDATION SP�CIFIC�TIONS: ; , . r , :� . . �'� + � ' �%E�tBAL C01_1�_�LTNIC.�Tlf?N VVZTH CON�'�.2."yCi bR, ENGLNEER,.�RiIi1TTECT, O��TNER: ,�- `�, � . ; � ! , �� ,.� , � ; t ; � n IlYDEPEIYDEnT TESTIl�IG & �� -L�'� �- IPISPECTIOIY SERVICES IlYC. I 12084 VASEEN COURT CONIFER, COLORADO 80433 (303)674-7560 �",c�/�� fi r�t-,�S FIELD OBSERVATION �I' /CUENT /� DATE: �°%�� PAGE OF /��' �e- ie'�� PROJECT: �+ ��5 JOB NO. LOCATION:� �;; �.� PREPARED BY: ,��S TYPE OF REPORT: NDT SHOP INSPECTION FIE D INSPECTIO OTHER %/'� n Le�et �t �.o �i��,�r7 r� P� ,� dn,� � � �' 7,,� �,p.�. � �'i'� � � � ' e r�y '� L PiJ�l L/ L°vJt� :rr n tt t rts�'� /� ' � t? 1 a 5 � 7 U vl� ��',�!'° � ��'—' � . , - - ` �,o /'�n�_l t�i„j�e /'i�3-i.7 L /'�,m..,5c ep ,�`�e �'� �' wN /,g�`�J �' nG�� r'G! �'iGv��.�,�� .�.,��fir t,��? � �C'_�� .S'L�"Cr�r /'�� S� � �� a� �3.�� /�.S ��i�ix 7'��:� �,� �� t: �� '�Hn ti,� y %,-,/f �,�f�c �� %��.. o.�,��i tia i 7C'ji c� � 66/Lt �r.:.��i.s' i�"L Ce E' L�ut. ('�,�r�Yca /7 �/ A /� �!♦ /"-7�,�� , I i�►� _yQ��,, A t�.L �jr��!y� u� L i 3`!� /�[3J I'7 �— � J� �C! i[iTa! �L)K�c � i( �(/ -L�/�c^ /� r1�i 1 0�.� r, .3 l;".� ',�-� �„ �c�� v� 7.�F /`" r��n.��e . ��. S lc�`>.a�� t�r2 l.� cv� tf �c�-,n �v r'�i� �`c ��c s� d�D &,lre-� � h,-.t 6:p �' _c�t fi�.� �'t c � c,s� �� L.- / � •r� !2 L`Lu�, r�alu+rwL ��f.o C�i n i�f�im o� � � ,�� G� ��n,�-;�_�e�L �. c�x� �+r�.P�� 6��z, � �c�� i x rr��'c ��llr. - � �'i f,c.[� �9 l�.C�� onr3✓`'� ,etia►;.�G i1 r'C. i r ABCO� ��_ . . :� � � Site Status Report#002 OBSERVATION DATE: PROJECT NAME AND I.D. 02/29/08 The Willows At Vail RAN-9603 Reports or pocuments Reviewed: 1. SSR#01. Site Progress: 1. Window installation is at or near 8Q%complete. 2. Spray applied fire protection over I-beams is in progress on top floor. 3. East elevation e�erior finish is at or near 80%complete. 4. Framing is at or near 80%complete. Field �bservations: 1. Provided observations of rated assemblies in Units#102, 103 and 204. 2. Provided observations of inechanical, electrical and plumbing components in Unit#204. 3. Provided observations of window installations outside Units#102 and#103. 4. Provided abserva6ons of exterior moisture barrier ou#side Unit#102. Action Items Identified: No action items were identified on this site visit. Action Items Resolved: Na action items were resolved on this site visit. Action Items Status: Not applicabie. Project InformationlDiscussions: 1. Paul was unavailable on this site visit. I will try and arrange the next trip to meet with him and walk the project. A[3CC)Construction S�rvices Cor}�oration Phone 303.220.K220 �ti-��v.alxo-corp.com 6907 South Yosemite Street,Suite 205 E:z1a 3()3.79Ci.()81i) Engtewc�od,CO �;0'I72 Page 1 of 4 ABCO Construction Service� "orporation -� Project#RAN-9603 --The V1�. ,ws At Vail Field Report 02_022908 Site Photographs Good Practice Photographs: ��: �,�`a .:.�,."�!!�!� _-. ; . r � �. �. , �a .. . .�,:. _.. , . � —._ _,._ --�r-. ..__ ___ ,_ . __ __.,.. , . _ . . , „ _ .— c� � ,, .��'� _c.: ,..=.�rvs+.aur.w-... � _ , W...,,,. ,�� — � �t �� .1 i'�'. ,. . .. � . Unit 103-Rated assemblies,fire penetra6on sealant at Unit 103-Windows/doors,sill flashing for door outside top plate unit-to-unit unit 103 ,��.. , .�. ,. ., �, :, .�„�,� �..�_. , _,,.� ��a.�.�.. ,�r ._. __._ �'- , �.' _ �T �: � �», j • .. .... :. .. .... � . � :. �`'�'� . ,.�:, -',r".,""��wwl�+` � �.;�, .. . � ..2.�.�.,..._. . �."— --'�"`•. ��1 - -- Unit 103-Rated assemblies,fire penetration sealant at Unit 102-Rated assemblies,fire caulking at top plate floor/ceiling assembly �'` `�' � r � <� � � ;,,a�� t: u. } Y .�; ', :. i..� ' � .. . ...'.:. . � r`ei!!�>.. .. . ., ��,� � �,y. . g,a..�,„ r, r:w+. �,p�k.�, . . ,'+¢F�.. ... "�8,� �, �M.- �rFf �°�a-,� •c, �'� � ._ . ��.rr �z•� �°�:".�... *►, '' ,�::i�J.��. - . ; . . ��.. ;.... ly�w� � k;�'�"�� 1�1�MW �yi� � . . � . K�,� U::: ��-�at��a�s�m�;�es, ��r u�7� �ene��at��r`re Unit 204-Rated assemblies,fire penetration sealant at sealant floorlceiling assembly A[3C0 Construction Services Corporation Phone 303.220.8220 w��w.alxo-corp.com 69�1 South Yosemite Street,Suite 205 F��x 303.796A�i10 L„�;t��,�i,co soi�? Page 2 of 4 ABCO Construction Service� Corporation -� Project#RAN-9603--The 1� �ws At Vail Field Report 02_022908 �e� �Y �: � �. �r°6 .. ,. '� s�.� , � � ' -. -:� ..,. t�r µ� f' �:� � � .�� . j 4 q ,e �„ .. ,.a�� i,: r ' f� � l,_� ��:�� r �� '� , . _ � 3'y�,,� a.. � �t�� r � ! i ;.�- _- 1 {�,. �` . .., ��:'�'-�:1 �,. � d �.iT,� ` ^_. �ar'' :,;,�� ."� y'r� - ...,. r w. j , � . ..: _ �. - 1-. ,., °,. t , . , ' _ �"�p� '�. �,�.� � N�� Unit 204—E�ectrical car��;.�.�� , _._ `sc� Unit 204—Mechanical,duct sealant � � �. - � � � � ��iEi� +t . R ,R'E Y � � ::��j�� s^ .s;..� .... �.�a� � . � � �tr y . .7''�-7"r sa .�.;'i � �� f - � � ,,. �._ sG�" .aW� �� p +�� g r.";G . f �k i�,y.. ,Y. .' yr "�.�: s .�-R,�. � �-r ^a'�,�'"n`� . ,- � /"-'.. - ��"ks°�A°�� f,R'�� F°'�^.t"'�11'r�,• .�`��i �€ �`► t -'Sj` " '�� ;"� '0� ,i�Y°a �.1°" .. .r�l+ R'z,.' +y'M��,�C Dj r. _,, ,d�'". {7•� g�, n 13 �.'�- �„ _ .��. . �6� �.r...t ��.r.�. � �,$� ,5 '•�.. `�..�#d , . ..,s '� ! t'�';,. ::F-�g ^.��' �. �" '+�:i` , e?s� •J '• ' � 4 � � dRas,�r�,'� `.�t ' t�;�, i �✓. ,.�,f ��+�.�.P.A4�A -er� .��M� p- �"�N�� y �^ ^�F i. �8 .Iti'-.. i .-r '� "f''. �'� r"*� I' i.:� h^F � }- ,r� ��yd�/t� ..�� a ' k : . �' �M� x, �. - ^ "m .u+'�: y�'�� r' d�',��,.<sY f ��R 4 . �� q'? �l 3�iY+� ��.�y�'M"�:' ��: . .�%� ��P'��✓I's��' Unit 204-Electrical,cable conduit pratection Unit 204-Plumbing, sprinkler supply line support �iww� -- � _ � +w '.a .� �a r.. r � � . .�l. �µ h r:� y+! ' , 'w� ._ - � � , �� . l: r. . , •.-/;�.�a�,:.: y.: i�� _ -'�'�� 4 �� !' i, V�..� ��r=� �� Unit 204-Plumbing,water supply line support Unit 102-Windows/doors,door flashing outside unit 102 ABCO Construction Servires Corporation f'hone 30322�.8220 www.alxo-corp.com b901 South YaseTnite Street,Suite 205 �.�j� ,��.��y�� rnglewoc�d,CO 80112 Page 3 of 4 ABCO Construction Service� "orporation Project#RAN-9603--The W,. nrs At Vail Field Report 02_022908 ,�� L �� '� �' � � ' r ,�� ,� ��. �. � � .,,,, ''.. - . , ; .._3,_, �t°� � � .. _�� , � � � � � �� — �.—�: , . _ �� , �i . . j �� 3 ' � e A 1' . ! �� . ..�� .. . � �� . .� � - . - Exterior wall cladding-E�erior wafl wrap outside unit 102 Site�tatus Vickie Phillips 720-940-3258 Friday, March 07, 2008 AE3C0 Construction Services Corp�ratio►� Phonc 3(13.220.8220 www.alxo-cor}�.com b901 South Yose►nite Street,Suite 205 f�ax 303.796.0810 E�lglewoc�d,CO 80112 Page 4 of 4 a � ' INDEPENDFNT TESTING& INiSFFCTION SE:ILVICF� INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 3G3-674-7560 FAX 303-674•7560 Page 1 ot 6 OBSERVATION REPORT Cilent: ':rius�vh Develoomeat ITFS Job No. 080807-A �ate: 3-12-Q8 Project: The Willows Location: Avon. CO Inspector: David L. Sturgeon This repo�t package contains information concerning specific tests and inspections of structural steei welding,structural bolting,structural sprayed fireproofing,and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. ' Also included may be ITIS'"List of Outstanding Discrepancies"(O.D.List). The O.D.List will be consecutively numbered for each page issued through�ut the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report,please feei free to contact ITIS at your convenience. ,__. �' _.. .__ .. �r __-- �� '" ��/ � � ,� -��/ ,1trr'r�y%"';r' � David L.Sturgeon ,% President ' `` ICBO Certified Inspector#1138247-85 AWS QC-1�82122691 Resident Level Itl 1 � � INDEPENDENT TESTING & INSPECTI4N S�RVICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-aT4-T560 � Page 2 of 6 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Jab No. 0808�7-A Date: 3-12-08 Field Made Welds:�(_Shop Made Welds:_ Type of Weld Inspected:Fillet x Groove_ Other _ Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Pro.iect Standards AREAS OF INSPECTION Level pr Elevation: Level 4 Rafter to Girder - ,. . Grid Line Location(s)encornpassing the area(s)inspectedltested: H.5 & 7.7 Provide information re:conditions of nonconfomiance. Include the O.D.item number and attach a copy ofthe O.D.List if applicable. At the listed location, the rafter needs the bearinA seat connection completed. One bolt is installed, and the other is missing. This has been entered on the attached O.D. L�st as item F-5. � Level or Elevation: Level 4 1 of 55.4 Column Connections Grid Line Locatian(s)encompassing the area(s)inspected/tested: J.S & 7 and ,T.S & 6.2 '�� "?' � Provide information re:conditions of nonconfurmance. Inclucie the O.D. item number and attach a copy of the C?.D.List if applicable. At the listed locations the column cap �late connections are incompl:ete. This has been entered on the attached O.D. List as item F-6, Level or Elevation: Roof 8, 9 and 10 af 55.8 Core Connections Grid Line Location(s)encompassing the area(s)inspectedltested: Stair Care #4 Provide information re: conditions of nonconformance. Include the O.D.item number and attach a copy O�the O.D.List ifapplicable. The listed connections sre incamplete:.:. Anchors and welds are missing. This has been entered an the attached O.D. List as item F-7. INDFPENDENT TESTING & �N�P�CT'ION SEItvICES INC. � 12084 VASEEN CT. CONIFER,COLORADO SO4S3 303-674-7560 FAX 303-674-T560 Page a of 6 FIELD INSPECTION REPORT F4RM IMTIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 3-12-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,gitder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proi ect Standards AREAS OF INSPECTIqN Level or Elevation: Roof FraminA Bolted Connections ,�,, Grid Line Location(s)encompassing the area(s)inspected/tested: �.5/12.S Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. At the listed location, the W12 beam has four bolt hales, ' and the column has a three-bolt fin plate. Th�ee bolta are installed. Are four bolts needed� This has been entered on the attached 0 D List as item F-8 ,� Level or Elevation: Roof Framing Beam ta Beam Connection Grid Line Location(s)encompassing the area(s}inspected/tested: C.3 & 10 +','�'"^�'"' Provide information re:conditions of noneonformance. Include the O.D.item number and attach a copy � of the O.D.List if applicable. The W14 appears to be too lonQ and is sweeping the W12 that it is connected to. This has been entered on the attached O.D. List as item — F-9. Level or Elevation: Roof Low Beam to Beam Grid Line Location(s)encompassing the area(s)inspected/tested: 12.5 & F (approximately) _..... Provide information re:conditions of nonconformance. Include the O.D. item number and attac a copy of the O.D.List if applicable. Ts�spection �rf"the slpped .i�I�2 �o�W14 conn�ction �ads rhp W12 bolted seat connection pushed north, and the bolt holes are misali,sned This has been entered on the attached O.D. List as item F-10. INDEPENDENT TE�TING & IlVT�SPECTItIN SERYICES INC. 12084 VASEEN CT. CONiFER,COLORA00 80433 � 303-674-7560 FAX 303-674-7560 Page 4 of 6 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELAING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date:�=7 2-08 Field Made Welds: X Shog Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component{ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proiect Standards AREAS OF INSPECTION Level or Elevation: Garage Column Cav Plate t.�fF�..;= Grid Line Location(s}encompassing the area(s)inspected/tested: J & 12 � Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. At the listed lacation that was previouslv identified, the calumn cap .plate cannection is missin� two holts. This �rea was incorporated into a lock-up area resultin� in the connection completion beinst delaved, This has been entered on the attach�d O.D, List as item F-11. Level or Elevation: Roaf Beam to Embed f„�„ ,�¢. Grid Line Location{s)encompassing the area{s)inspected/tested: E.5 & 6 Eaat Side af Core Provide information re:conditions of nonconformance. Include the O.U. item number and attach a capy of the O.D.List if applicable. At the��,a�sted]ocation the exnansion anchor fix needs documentation fr+�m the ER. This has been entered on the attached O.D. List as item F-12. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the tJ.D. item number and.attach a copy of the O.D.List if applicable. . � a INDEPENDENT TESTING & IN�PECTION �FRVICES INC. 12084 VASEEN CT. CONIFER�COLORADO 80433 303-674-7560 FAX 303-674-7560 . Page 5 of 6 LIST OF OUTSTANDING DISCREPANCIES LOCATION The Willows JOB NO. 080807-A DATE 3-12-08 INSPECTOR David L. Sturgean Q.D. LIST PAGE 2 OF On-eoin� v DATE � DATE REPORTED ITEM NO. OUTSTANDING DISCREPANCY ACCEPTED 3-12-08 F-5 Level 4 H 5 & 7 5 - he r f ird r 3-2�� r S connection is incomplete. Install missing bo t I3-12-08 F-6 Level 4 at J.S & 7 and J.5 & 6.2 - the colu �,.-,w�k ca late connections are incom lete. ' �» �-� 3-12-08 F-7 Roof Stair Core #4 Sections 8 9 & 1� of � 3��CP pL SS.8 are missin welds and anchors. 3-12-08 F-8 Roof Framin at B,5 & 12,5 - the W12 beam ha �� ,� 3;,2,o U� �h � four (4) holes and the column fin plate has - •��rS ��5�� three (3} holes. Three bolts are installed. � Ts this acce table? " "� 3-12-08 F-9 Roof Framin at C.3 & 10 - the W14 need ' �S � coping to relieve the swee in of the W12 beam it frames into. 3-12-08 F-10 Law Roof at 12.5 & F - the slo e W12 to W14 p��`��i� ` 3• �'� is ushed north reventin the installatian of the bolts in the bearin seat of the W14. �'� "plS 3-12-08 F=11 Gara L v J & 12 - f�7�!$Y11'rl �t�� I.�ci`�- �+3�� Q/°�f' �1aSll✓!Pa ��3i� J INDEPENDENT TESTING & IN�PEG�ION S�:RVICFS INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303�74-T560 FAX 303-674-7560 Page 6 of 6 LIST OF OUTSTAND{NG DISCREPANCIES LOCATION The Willows JOB NO. 080807-A DATE 3-12-08 INSPECTOR David L. Sturgeon Q.D. LtST PAGE 3 OF On-goine DATE DATE REPORTED ITEM NO. OUTSTANDING DISCREPANCY ACCEPTED 3-12-08 F-12 Roof at E S & 16 - d men ��(� 3'.�G'C� for the in-place fix of the W21 to core wher the embed is missing. + . . x� , + . . INDEPENDEN'r TESTING & IN�iPECTIUN SERVICES INC. 12084 VASEEN CT. CQNIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Clisnt: Triumvh Development ITIS Job No. 080807—A Date: 1-15—OS Project: The Willows Location: Vail, CO Inspector: �gvid L. Sturgeon This re�fort package contains information concerning specific fests and inspections of structural steel � welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspectian are contained on each individual inspection form. Also included may be ITIS'"�ist of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. • _�� . David L. Sturgeon President lCBO Certified Inspect 1138247-85 AWS QC-1 #82122691 Resident Level III • . „ INDFPENDENT TESTING & INSPFC'rION SERVICES INC. "° 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL IN5PECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: i-15-08 Fietd Made Welds:�_Shop Made Welds: Type of Weld Inspected:Fillet R Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Cade or Standazd: AWS, IBC and Pro�ect Standards AREAS OF INSPECTION REINSPF.CTION Level or Elevation: Level 2 AISC 5tructural Bolted Connections _ � % Grid Line Location(s)encompassing the azea(s)inspectedJtested: 1-9/B.5-K a Provide information re: conditions of nonconformance. lnclude the O.D. item number and attach a copy of the O.D.List if applicable. The previouslv noted, incompleCe connections have been completed, and inspections find the work conforming. Level or Elevation: Roof Welded Beam to Embed ConnecCions Crrid Line Location(s)encompassing the area(s)inspected/tested: Corea 2, 3 and 4 ��+�" ' Provide information re:conditions of nonconforrnance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The field welded connections w�re viewed and found con- forminA The previouslv noted, incomp�ete rafter to embed eonnections at the south face of core #3 have been completed, also, and found conforming. Level or Elevation: Roof Decking and Bent Plate Grid Line Location(s)encompassing the area(s)inspectedltested: C-H/�rids 1, 2 and 3 —.... _..__............................_......_...._._._...._____— _____...�__....__....._____.__.._._..._._..._.._._ _� Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The installation is in process with much snow on the roof which precluded further inspections. ITIS will follow up, M � • � P � INDEPENDENT TF.STING & IN�PEC'1`ION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 1-8-OS Project: The Willows Location: �ail, CO � Inspector: �avid L. Stuzgeon� This report package contains information concerning specific tests and inspections of structu�al steei welding,structural bolting, structural sprayed fireproofing,and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report,please feel free to contact ITIS at your convepa��n�; i' �� ^'E7x�%�%�� David L. Sturgeon President ICBO Certified Inspe r#1138247-85 AWS QC-1 #82122691 Resident Le�el III INDEPENDENT TESTING & IN�PECTION SEIt.YICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6T4-7560 FAX 303-674-7560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturtteon ITIS Job No. 080807-A Date: 1-8-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet x Groove 4ther Type of Component(ie: column,beam,girder,rnoment welds,etc.) As Recorded Applicable Cade or Standard: AWS, IBC and Pro�ect Standerds AREAS OF INSPECTION Level or Elevation: Level 2 AISC Structural Bolted Connections Grid Line Location(s)encompassing the area(s)inspected/tested: 9 to 15 LineslA-L __ _._._...._. Provide information re: canditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Six connections wer reviewed with the general contractor, and were marked for camp etion. Level or Elevation: Level 2 6 of Sl 6 Beam to �bed Connections � � � Grid Line Location(s)encompassing the area(s)inspected/tested: Gore #1 Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. 'The previously nated, incomnlete connections have been welded, and were found conforming Level or Elevation: Level 1 b of Sl 4 Column Base Gonnecti ons Grid Line Location(s}encompassing the area(s)inspectedttested: C & 12.8 Provide information re: conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. One anchor rod is not pzoperlq set. There is anproximatelY 8-10" of pro,jectian, and the anchor rod nut is stuck 2" down from the tov of the rod. The location was marked, and was also reviewed with �he general contractor, f , ► IN1)FI'LNDTI�''1"[`I+:STING & INSPIi:C'I`ION �FRYICI+:S INC. 12084 VASEEN CT, CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 af 4 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 1-2�0$ & i-3-08 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural boiting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individuai inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be cpnsecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your ' convenience. ' k � r~ . � ` �. ,.* �..,,___-__ David L `"t =:,� �.,; / ,'; President ICBO Certified Inspector 1138247-85 AWS QC-1 #82122691 Resident Level III , INDEPENDENT TESTING & INSPECTI4N SERVICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 4 F1ELD INSPECTION REFORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 1-2-08 & 1-3-Q8 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie: column,beam,girder,moment welds,etc.) As Recorded Applicable Code ar Standard: AWS. IBC and Proiect Standards ��' AREAS OF INSPECTION Level or Elevation: Level 2 AISC Struct�rai Bo� d onn �nna Grid Line Location(s)encompassing the area(s)inspectedJtested: A-L/9-16- Provide information re: conditions of nonconformance. Include the C�.D. item number and attach a copy of the fJ.D. List if applicable. Inspettions of the structural, bolted connectians find seven i�cati�ns w�iere b�slts are �►#ssittg �r not tensiosted� Ai1 lt�cat�p�ts were clearlv roarked for correction, and were reviewed with the G.C. also. STEEL Level or Elevation: �vel 2 6 of 51.6 Beam to Embed Connections � Grid Liae Location(s)encompassing the area(s)inspected/tested: Core 1 '� ~ Provide information re:canditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. 5ix of S5 3 •� �n amnl Ptp Ar t R q ar �nre �1 three beam connections require additional weldinA All locations were clear y marked for correction and reviewed with the G.C., also. STEEL Level or Elevation: Roof Steel Framing Grid Line Location(s}eneompassing the azea(s)inspectedltested: 1-7/B.5-K __ __-- Provide information re:conditions of nonconformance. Include the O.D.item nurnber and attach a copy of the O.D.List if applicable. Framing of the roof steel is a„pproximatelv 80X comnt P* ;n the listed area. Bolted and welded cannectiona are not et cam le tp oms�ect w�em cp, ;ete/ r INDEPENDENT TE�TING & IN�+YECTION SERVICES INC. 12084 VASEEN CT. CC)NIFER,CO 80433 (303�674-7650 FAX 1303)674-7560 Page� 3 of! 4 FIELD OBSERVATION REPORT OF ASSEMBLED COMPQNENTS Inspector: David L. Sturgeon ITIS Job No: 080807-A Date: 1-2-08 & 1-3-0$ Inspections of: Structural Steel Other Reinforcinrt Steel Appiicable Code/s or Standards: ACI, IBC and Proiect Standards AREAS OF INSPECTION 1) Leve1 3/4, Elevator Core Reinforcing Steel per 1, 2, 3 and 4 of 53.1 i''.�"�` �' List any departures from the stated codes or standards. Aiso provide a critique for each nonconforming condition with the assigned O.D. item number. 1) One corner bar was found missing and was placed. The listed placement was �udged as canforming. � � INDEPENDENT TESTINC& IN�SPECTI�N�SERVICEtS INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page �+ of 4 ITIS Job Na �8fl� FIELD APFLIED STRUCTURAL STEEL FIREPROOFING INSPEGTIaNS The fallowing listed levels and areas,as described herein,were inspected and tested in accordance with ICBO 7-6. 1-2-OS & Date: 1-3-08 Type of Fireproofing Material Inspected: I�IIt-6 LevelofInspection: Level 1 through Level 4 AreaInspected: 1-9/A-L At Level 1 the temp o£fice area is exleded for now COMPONENT TESTED U.L.DESIGN/RATING REQUIRED THICKNESS �' Beams D-779 1 Hr. 1/2" and 1" at L-1 2. 3. 4. 5. 6. �°:,.,..�,„' List any deficiencies noted that do not conform to ICB(?7-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conformance to ICBO 7-6 requirements and project standards,as applicable. The level 2 deficiencies reported 12-26-07 remain incomplete. The pplications at Levels 2 3 and 4 were found substantiallq complete with anly a few flutes requiring patching which is to be completed later. List areas by grid line and level where density samples For lab testing were remaved. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L.DESIGN l. 2. 3. , . � Il�'1)1+:�'F:NDFNT TF.S'I`ING & IN�I'FG:I'ION SFRVICI±:S INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATIQN REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 12-26-07 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this repart, please feel free to contact ITIS at your convenience. G?titGfi��/�i�'��s%/ David L. Sturgeon President ICBO Certified Inspe #1138247-85 AWS QC-1 #82122691 Resident Level III , . : INDEPENDENT TESTING & INSPEG�ION SERYICES INC. µ 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6747560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTIUN REPORT FORM 1NITIAL VISUAL INSPECTION(JF WELDING Inspector: David L. Sturgeon ITIS Job No. Q80807-A Date: 12-26-07 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:calumn,beam,girder,moment welds,eta) As Recorded Applicable Code or Standard: AWS, IR� and PrnjPrt Sf anAarAe AREAS OF INSPECTION LevelorElevation: Level 2 9 and 10 of SS.O Shear Tab Moment Connectinnc Grid Line Location(s)encompassing the area(s)inspected/tested: S & 5.5 on A-line Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. ITIS previouslr reported unwelded conn��C..;�„ons. �n th;g date, reinspections find the cannections comp�.ete and c^nnfnrmin� Level or Elevation: Information Crrid Line Location(s)encompassing the azea(s)inspected/tested: North of -line Provide information re:conditions of nonconformance. Include the O.D.item number and attach a capy of the O.D.List if applicable. The framing is beintx set: however, thP urnrk Ar �nnnvrri n.,o is not qet complete. TTIS will follow up as the work praAresses. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide inforrnation re:conditions of nonconfoxmance. Include the O.D.item number and attach a copy of the O.D.List if applicable. M , . ._ 1NDEPENDENT TESTING& INSPFCTION�iERVIGEB INC. 12084 VASEEN C7. CONIFER,COLORADCi 80433 303-674-7560 FAX 303-674-7560 Page 3 of � ITIS Job No. 08Q807-A FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTTONS The following listed levels and areas,as described herein,were inspected and tested in accordance with ICBO 7-6. Date: 12-26-07 Type of Fireproofing Material Inspected: I�IIC-6 Level of Inspection: Level 2 Area Inspected: A-L/i-9 Beams CCIMPONENT TESTED U.L.DESIGN 1 RATING REQUIRED THICKNESS 1' Beams U-779 1 Hr. 1/2" 2. 3. 4. 5. 6. List any deficiencies noted that do not conform to ICBO�-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conforrnance to ICBO 7-6 requirements and project standazds,as applicable. The referenced area was reinspected where the applications were previously found incomplete with dropouts, slides, open beam flutes and low coverage. This reinspection finda the rewark approximately 95� comp2ete and conforming. List azeas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L.DESIGN 1. 2. 3. � - 1 - INDEPENDENT TE►STING +& INSPECT�ON SERI'ICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7580 FAX 303-ff74-7560 Page 1 of 4 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 0$0807-A Date: 2-25-08 & 2-27-08 Project: The Willows Location: vgil, C0:' Inspector: David L. Sturgeon ` ` �'his report package contains infofimation conc�rrllrig specif�t tests and inspections of structt�ral�ste�i �^ ` ' ` ' � welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. G.vt.(� �� David L. Sturgeon President ICBO Certified Inspec 1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTION SEItYICES INC. " 12084 VASEEN CT. CONIFER,COIORADO 80433 303-674-7560 FAX 303-674-756� Page 2 of 4 FIELD INSPECTION REPART FQRM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 2-25-08 & 2-27-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove (�ther Type of Component(ie: column,bearn,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proj ect Standards ST� AREAS OF 1NSPECTION Level or Elevation: Level 1 BS Dwg. E113, Sections B and D Stair Connections X��,�� Crrid Lit�e Location(s)encompassing the area{s)inspected/tested: Stair #3 F-G _._._.__.____...._.._.�....._..__.......__......_...___._.__--- ____._._____._.......................... .. .. Provide information re:conditions of nonconformance. Inciude the O.D. item number and attach a copy of the O.D.List if applicable. The riser to landinA welds are missing, and the riser is not anchored to the Level One slab. The erector and G.C. were informed. STffi� Level or Elevation: Level 3 Reinforcing, Decking and HAS Grid Line Lacation(s)encompassing the area(s)inspected/tested: B.5-D/9-15 ` Provide information re:conditions of nonconformance. Include the D.D. item number and attach a copy of the O.I7.List if applicable. The previously noted deficient HAS welds have been rewelded and were found conforming. The decking installatian was found conformin�, and all required r+einforcing steel was found properly placed and of correct size. 51'�L Level or Elevation: Roof Mechanical Roof Deck Grid Line Location(s)encompassing the area(s)inspected/tested: G.8-H.1/7.5--11 _—__ __ _ _---,----- - --- --.---________- -- Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if$pplicable. The HAS and decking insttaltion were found conforming. � .r. �. INDEPENDENT TESTING & INSFECTION SFR�ICES INC. �� 12084 VASEEN CT. GONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of 4 FIELD INSPECTIpN REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. St'urgeon ITIS Job No. 080807-A Date: 2-25-08 & 2-27-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded —.. _ Applicable Code or Standard: AWS IBC and Proiect Standards STRFi• AREAS OF INSPECTION Level or Elevation: Level 3 DeckinQ HAS and Reinforcing Grid Line Location(s)eneompassing the area(s)inspected/tested: E.5-G/8-9 �� , Provide information re:conditions of nonconform�nce. Include the O.D.item number and attach a copy pf the O.D.List if applicable. The deckinsz was found conformin$ One Colmm� haGP �nnnPr tion needed the :bo}� tensioned All required rein�orcing steel at the step waR found conforming. STEEI. Level or Elevation: Level 4 Deckins and HAS Grid Line Location(s)encompassing the azea(s)inspected/tested: 9-11/G-J _ _.. k .. Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the(?.D. List if applicable. Tmo column base connections on-:gxid 11 needed tensioning. and were completed. The �d�sck,ing; as. we3�� as Lhe- Hrt� �tere found conforminR. STFFI, Level or Elevation: K of E113 Field Welded Connections Grid Line Location(s)encompassing the area(s)inspectedltested: tair Provide information re:conditions of nonconformance. lnclude the O.D. item number and attach a copy of the O.D.List if applicable. The HSS column can nlates have beeen removed, and th� landing supports are welded to the field cut and uncavned columns The revised landing to column welds xere found nonconforminQ due to profile fusion and size. Teh G.C, was informed. a,,. � . .. 1NDEPENDENT TF STING & INS�"EG+TION SERYICES INC. °° 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-6T4-7560 Page 4 of 4 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 0808n7-A Date: 2-25-08 & 2-27-0$ Field Made Welds: % Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proj ect Standards S,j,� AREAS OF INSPECTIUN Level or Elevation: Level 4 Beam to Embed Connectians Grid Line Location(s)encompassin�the area(s)inspected/tested: North Face of Core #2 ,�,,,�,�,,� ; Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The previously noted incomplete welds have been completed, and were found conforming. STEEi. Level Or Elevation: ��el 2 Column Splices Grid Line Location(s)encompassing the area(s)inspected/tested: All Locations Level Two a .4c w ^....._... Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The previously noted, undersized eplice welds have not yet been reworked, STEEG Level or Elevation: Level 3 HAS Grid Line Location(s)encampassing the area(s)inspected/tested: B-D/10-15 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Testing of the HAS finds twenty (20) failures. The G.C. and Erector were informed. Reinspection is to be candncted on Eebruary 27, 2008. #4' `'' .. INDEPENDENT TESTING & IN�PECTION S�RYICE►S INC. 12084 VASE�N CT. CONIFER,COLORA� 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVA710N REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 7-14-08 Project: `I'he Willows Location: Vail, CO inspector: David L. Sturgeon Thi�repo�t package contains information concerning specific tests and inspections of st►uctural steei welding, structural bolting, structurai sprayed fire�roofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance#or each area of inspedion are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. list). The O.D. List will be consecutively numbered for each page issued throughaut the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. _,.,... �i � __��''/ David L. Sturgeon President ICBO Certified Inspe r#1138247-85 AWS QC-1 #82122691 Resident Level 111 INDEPENDENT TESTING & INSPECTION SER�'ICFS INC. 120a4 VASEEN CT. CONIFER,COI.ORA00 80433 303-674-7560 FAX 303-674-7560 Page 2 of� FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Stur�eon ITIS Job No. 080807-A Date: 7-14-08 Field Made Vl�elds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code qr Standazd: AWS, IBC and Project 5tandards AREAS OF INSPECTION Level or Elevati0n: Roof Reinspections Beam Swee�i Grid Line Location(s)encompassing the area(s)inspected/tested: O.D. Item F-9 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. No exception has been taken to the�.��uilt. The connecti�n remains as-is. Please reference the attached "Reinspection" fors for additional information. Level or Elevation: Level 1 thru Level 4 Reinspeccions $ ai rg #5.,g b Grid Line Location(s)encompassing the area(s)inspected/tested: Stairs N5 & 6 on Grid D Provide information n:conditions of nonconformance. Include the O.D.item nurnber and attach a copy of the O.D.List if applicable. The head clearance re��..forc�� ap�t�,ha,.�p�.n �1��, �,P missing moment connection welds� 7 of S5,3, have been placed via a web nlate added to the near side web and fully welded to the besei and embed. The w�lds : were found canfomring. Level or Elevation: Roof 9 of S5.6 Wind Gert Grid Line Location(s)encompassing the area(s}inspected/tested: Grid L Provide informarion re:conditions of nonconformance. Include the O.D.item number and attach a copy qfthe O.D.List if�pplicable. The 3/8" too flange. moment nla„t�, and rhP rnlmm� to rnof besei slip connectiou hav� been �eworked. and was fo�,�$ conforming_ INDEPENDENT TESTING & INSPECTIQN SERVICES INC. rv 12084 Vaseen Ct. Conifer,C4$0433 (303)674-'1560 Fax(303)674-7560 Page 3 of 3, REINSPECTIONS Type of Reinspection: Visual X Torque Testing NDT Inspector: David L. SturAeon ITIS Job No. 0808�7-n Date: �11,-Ltg List items reinspected,referring to the O.D, item and the original date of reporting. Indicated if the reinspected item conforms to original project standazds,modified standards or is accepted in the as- built conditian. Canditions initially found in noncanformance to original project standards but subsequently aze reviewed and accepted by the responsible autharity shall have such acceptance in ` � written form with writteri confirmation noted on this repart. • • t �.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS ITEM REPORT ENGINEERING REVIEW TO SIGNED DATE AS-BUILT MODIFIED STANDARDS OFF F-9 3-12-08 X i INDEPENDENT TESTING & IN�PECTIUN SERYICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Client: T�iumph Development ITIS Job No. 080807-A Date: 6-23-0$ Project: The Willows Location: �ail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained �n each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. L.ist). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. .�. ...__..�:,..�� acrc�t'•E"�� ' � _ , � �-;� F David L. Sturgeon �f �, President � �'' (CBO Certified Inspector�k'f`138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & IN�PECTION SERYICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 2 FIELD 1NSPECTION REPQRT FORM INITIAL VISUAL INSPECTIpN OF WELDING Inspector: David L. Sturt�eon ITIS Job No. 080807-A Date: 6-23-0$ Field Made Welds: X Shop Made Welds:_ Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,mornent welds,etc.) As Recorded Applicable Code or Standard: AWS IBC and Proi ect Standard� STAIR i6 AREAS OF INSPECTION Level Or Elevation: Secon Riser Head Clearance Grid Line Location(s)encompassing the area(s)inspectcjd/tested: ____ ..._------ _ ___.. �____ ___ __ �__ ____ Provide information re:canditions of nonconformance. Include the O,D.item number and attach a copy of the O.D.List if applicable. Boulder Steel has directed a documented, structural fix to correct the head clearance issue. Ins ections of the field work f'n 8 1 , L3 x3 x not installed per Boulder Steel's directive. The G.C,.,was informed. STAIR 13 Level or Elevation: Level 2 and 3 7 of SS 3 Moment (:onnp�ti nnG Grid Line Location�s)encompassing the area(s)inspected/tested: Stair #2 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D,List if applicable. The nreviouslv noted incorrect]y�Ql ded and rPfnrE+nrp moment connections were reinsvected subseauent to rework and wt�r�fnr�nd �rith addi tional sub—sized welds added at the inside too and bottom flanges at �hP ex ncnd side. T'he G.C. is to request an alternative cannection that can be worked from one si e. wi ollow-up. Level or Elevatian: Grid Line Lacation{s)encompassin�the azea(s)inspectedltested: Pmvide information re:conditions of noncnnformance. Include the O.D.itern number and attach a copy of the O.D.List if applicable. INDEPENDENT TESTING & IN�PECTION SERViCES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of Z OBSERVATION REPORT Client: Triumph Development ITI5 Job No. 080807-A Date: 6-3-OS ProJect: The Willows Location: '�<j=�_ ;-�? Inspector. David L. SCUrgeon This report package contains informatio�concerning specific tests and inspections of structural steel welding,structural bolting,structural sprayed fireproofing,andlor nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questians regarding the content of this report, please feel free to contact ITIS at your cnnvernence � __ .� . �� ---� f � � �' �T � ,/�,,,/4'�triG+L y'l� '" r" .�� 'e'c'�"",,:��''�-°%'" Clavid�.Sturgeon ;" f President ICBO Certified Inspector#9138247-85 AWS QC-1#82122691 Resident Level I11 INDEPENDENT TESTING & IN�PEG�ION SERV'ICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303�74-7560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 6-3-08 Field Made Welds: Shop Made Welds: Type of Weld Inspected:Fillet Groove Other __Reinforcing Steel _____.---- -- Type of Component(ie:column,beam,girder,moment welds,etc.)______._.._._.., Applicable Code or Standard: ACI, IRC and Proiect Standards AREAS OF INSPECTION REINFORCING STELr[. Level or Elevation: Foundation Site Wall Grid Line Location(s)encompassing the area(s)inspected/tested: Southwest Corner Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The 20' long section of vertical reinforement placed in accordance with 3 of S4 1 was viewed and faund conforming. Level or Elevatian: - _....____ _ _.._._.._.. __..___...__._. ____.__ _ Crrid Line Location(s)encompassing the area(s)inspected/tested: Pmvide information re:conditions of nonconformance. Include the p.D.item number and attach a copy of the O.D.List if applicable. Level or Elevation:�_ �__. —_--..___ �._.... _. _._.. _____ -- Grid Line Location{s)encompassing the azea(s)inspected/tested: _ _ _ ___— Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. INDEPENDENT TESTING & INi�PEGTIQN oSERYICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATION REPORT Client: Triumph Aevelopment ITIS Job Np. 080807-A Date: 5-30-08 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural balting, structurat sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. �ist will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convFniet�ce r' � � _. .. ,..: �,,� „-, /� ��r �, .� ,r"'�,��.�--��,.,� �-._.�-�� -�. David �. Sturgeon f�r°r / President � /` ICBO Certified Inspector�-�8247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING& IN�SPEG�ION �SERVICES INC. W 12084 VASEEN CT. CONIFER,CO 80433 (303)674-7650 FAX(303)674-7560 Page� Z, : 01� 3 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L. Sturt�eon ITIS Job No: 080807—A Date: 5-30—OS inspections of: Structural Steel Other Reinforcinsz Steel Applicabie Code/s or Standards: ACI, IBC and Proi ect Standards AREAS OF INSPECTION 1) South retaining wall at south stair from F—G on 1-13ne (approximately) -- the double mat walls were judged for conformance to sections 1 of S1.3, 1 of 54.1, general notes and ACI tolerances. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned�.D.item number. 1) The placements were viewd and found conforming. The placements were judged as conforming. INDEPENDENT TESTING & INSPEG�I�N SERYIC�:S INC. 12084 VASEEN CT. CONIFER,CO�ORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon TTIS Job No. 080807—A Date: 5-30-0$ Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,rnoment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Project Standards AREAS OF INSPECTION Level or Elevation: Stairs.�6, 5 and 2 Welded Connections Grid Line Location(s)encompassing the azea(s)inspected/tested: � A Provide information re:conditions of nonconformance. Include the O.D.itenn number and attach a copy of the O.D.List if applicable. The reworked, welded and incomulete connections have been reworked and campleted. A few issues with moment connections at Core #1 and head clearances at Stair #2 remain. ITI5 will follow up as work progresses. Level or Elevation: Grid Line Lacation(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the p.D.List if applicable. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. INDEPENDENT TESTING & INb�PEGTION �ERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATION REPORT Ciient: Triumph Development ITIS Job No. a80807-A Date: 5-22-08 Project: �e Willows Location: �ail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection farm. Also included may be ITIS'"List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughaut the duratian of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. -----.. a�oG `'�.`�� David L. Sturgeon President ICBO Certified Inspector 1138247-85 AWS QG1 #82122691 Resident Level III INDEPENDENT TESTING & IN�►PECTIQN SERVICE�S INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-75B0 Page 2 of 3 ADDITIONAL INFORMATION Inspactor: David L. Sturgeon ITIS Jab No. 080807-A Date: 5-22-U8 This farm contains additional inspection infurmation not specifically covered in the prepared farmats of testing and inspections. X AdditionalInfarmation Additional Tnspections Additianal Tests At the request of Paul Burbid�e of R.A. Nel�on, ITIS met onsite with Baulder Steel's engineer, Leslie. All outstanding conditions noted by ITIS were reviewed. The onsite meeting continued with Coleman addressing R A Atelson's concerns with work that is incamvlete and not vet insnected. R A Nelson has orepared a list of items in add�t�on to 7TIS' "List of Outstanding Discrepancies". It is my understanding that BSI is to provide solutions to all concerns and direct the erector in a timely manner as to what rework is needed and where it is needed. ITIS will fallow-up as directed bv R.A. Nelson. INDEPENDENT'rE►STING& IN�PEG�ION SERVICES INC. 12084 VASEEN CT. CONIFER,CO 80433 (303)674-7650 FAX{303)674-7560 Page� oA s FIELD OBSERVATION REPORT OF ASSEMBLED COMPQNENTS Inspector: David L. Sturgeon ITIS Job No: 080807-A Date: 5-22-OS Inspections of: Structurai Steei Other Reinforcinrz Steel Applicable Codels or Standards: ACI IIiC and Proiect Standard� AREAS OF INSPECTION 1) Rear stair footing for retaining wall and stair, area -1/F-D - Section 1 of 54.1 was used for mat and dowel rod placement. The three tiered, stair landings and retaining wal dowels were found conforming. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D.item number. 1) None noted INDEPENDENT TESTING & INSPEG�ION SER�'ICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page i of 5 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807—A Date: 4-18-08 Project: T�e Willows Location: �ail, CO Inspector: pgvid L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. list will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. �20� � David L. Sturgeon President ICBO Certified Inspector#1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPEG�ION SERVICES INC. � 12084 VASEEN CT. CONIFER,CQLORADO 80433 303-6747560 FAX 303-674-7560 Page 2 of 5 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 4-18-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standazd: AWS, IBC and Pro�ect Standards ENGINEERING REVIEW AREAS C?F INSPECTION LevelorElevation: Roof Reinspection (O.D. Item) Beam to Embed Grid Line I.ocation(s)encompassing the area(s)inspectedltested: Core 2 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The three beam to embed connections are not yet f ully welded. Engineering review is in process concerning the eccentricity af the stretched angle end connections. This has been entered on the attached O.D. List as item F-13. ENGINEII2ING REVIEW LevelorElevation: R04F Reinsvectians ( 0 D.) Items F-8 and F-10 Grid Line Location(s)encompassing the azea(s)inspectedJtested: __... -- -- Provide information re:conditions of noneonformanee. Include the O.D.item number and attach a copy of the O.D.List if applicable. The two referenced O.D. Items are also under engineering review ITIS will follow un Level or Elevation: Level 3 Column Splices Grid Line Location(s)eneompassing the area(s)inspected/tested: G & 13 and J & 14 Provide information re:conditions of noneonformance. lnclude the O.D,item number and attach a copy ofthe O.D.List ifiapplicable. At the two referenced locations, the column splice� field welded connections are incomplete, and have been added to the atttached O.D. List as item F-14. INDEPENDENT TESTING & IN+SPECTION SERVI�E�S INC. °` 1208A VASEEN CT. CONIFER,COLORAQO 80433 303-674-7560 FAX 303-674-756d Page 3 of 5 FIELD INSPECTION REPORT FORM IrTITIAL VISUAL INSPECTION 4F WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 4-18-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fiilet x Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: aW5, IBC and Project Standards �I�I� R�� AREAS OF INSPECTI4N Level or Elevation: Roo£ Beam End Connection Grid Line Lacation{s)encompassing the area(s)inspected/tested: G & 11.3 Provide information re:conditians of nonconformance. IncIude the O.D.item number and attach a copy ofthe O.D.List ifapplicable. The W18x55 was framed with a temporary plate connection. This condition was brought to the attention of Gallegos Steel for comvletion. Inspections this date find the temporary connection in place with a single angle welded connection installed on the far side web. Please indicate what is needed. is as een entere on t e attac e . . ist as item F-15. Level or Elevation: Level 3 Landing Su�port Framing Grid Line Location(s)encompassing the area(s)inspected/tested: Stair #3 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The referenced landinq is supported at the north end with cantilevered angle connections. Paul with R.A. Nelson is pursuinA this item. ITIS will follow up. Level or Elevation: Level 1 through Level 3 Framing, and Welded CQnne� �on� Grid Line Location(s)encompassing the area(s)inspected/tested: Stair #2 Provide information re:conditions of nonconformance. Include the O.D,item nutnber and attach a copy of the O.D.List if-applicable. The installation is comvlete and in�yections will b� conducted the week of 4-20-0$. 1NDEPENDENT TESTING & IN�PECTION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 4 af S LIST OF OUTSTANDING DISCREPANCIES LOCATION 'Phe Willows �pg Np, 080807-A DATE 4-18-0$.' INSPECTOR David L. Sturgeon O.D. LIST PAGE 4 OF On-aoinrz ---- DATE DATE REPORTED ITEM NO. OUTSTANDING DISCREPANCY ACCEPTED 4-18-08 F-13 ER REVIEW -� Roof Level, Core #2, North Face i the two W12 and one W14 embed connections ar not fully welded. Also, en ineerin review is in rocess for the extended end connectio s 4-18-08 F-14 Level 3 at G & 13 and J & 14 - the calumn splices are incomplete. Finish weldin . 4-18-08 F-15 FN I REV R Beam - a W18x55 on rid 11.3 at G k�as a single angle connection on one side of the web and a temporary cannaction on: the other side of the web. CJhat is required at this location to satisfy the loads? i INDEPENDENT TESTING & INSPECTION SERVICES INC. - 12084 Vaseen Ct. Conifer,CO$0433 (303)674-'7560 Faa(303)674-7560 Page 5 of 5 REINSPECTIONS Type of Reinspection: V isual X Torque Testing NDT Inspector: �avid L. Sturgeon ITIS Job No. 080807-A Date: 4-18-08 List items reinspected,referring to the O.D.item and the original date of reporting. Indicated if the reinspected item conforms to original project standards,modified standards or is accepted in the as- built condition. Conditions initially found in nonconformance to original project standards but subsequently are reviewed and accepted by the responsible authority shall have such acceptance in written form with written confirmation noted on this report. i O.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS � ITEM REPORT ENGII�IEERING REVIEW TO SIGNED , DATE AS-BUILT MODIFIED STANDARDS OFF F-11 3-12--08 X 4-18-08 INDEPENDENT TESTING & IN�PECTION SERYICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page i of 3 OBSERVATION REPQRT Client: Triumph Development ITIS Job No. 080807-A Date: 4-2-08 Project: �e Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structurai steei welding, structurai bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection farm. Also included may be ITIS'"List of Outstanding Discrepancies"((?.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. . 4 �. � -- avid L. Sturgeon -� President ICBO Certified Inspecto 138247-85 AWS QG1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTIUN SERVICES INC. " �zasa vAS�eN cr. CONIFER,COLOkADO 80433 303-674-T560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTION REPORT FURM INITIAL VISUAL INSPECTION OF WELDiNG Inspector: David L. Sturgeon ITTS Job No. 0$0807-A Date:4"'2-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie: column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS�IBC and Proiect Standards AREAS OF INSPECTION Level or Elevation: Leve1 4 Low Roof Structural Framing Cmd Line Location(s)encompassing the area(s)inspected/tested: Narth of 9-line Provide information re:conditions af nonconformance. Include the O.D,item number and attach a copy of the O.D.List if applicable. A walk-through insnection was condLC��d Many cannections are incomplete. The area needs to be completed and resubmitted for inspections. Level or Elevation: O.D. List Reinsnections Items F-5 throuszh F-11 Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy ofthe O.D.List ifapplicable. O.D. item F-7 was found complete. ITIS faxed a copy af the O.D. List to Gary Call of Gallegos Steel this date. Level or Elevation: Levels 2 and 3 6 of 55.3 Beam to Embed Grid Line Location(s)encompassing the area(s)inspected/tested: Pravide information re:conditians of noneonformance. Include the O.D.item number and attach a copy of the O.D.List iFapplicable. At Level 3 the CIP embed is low, and the core connectian cannot be comgleted as detailed. The G.C, was informed by Gallegos. INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 Vaseen Ct. Conifer,CO 80433 (303)6�4-7560 Fax(303)674-7560 Page 3 of 3 REINSPECTIONS Type of Reinspection: Visual Torque Testing NDT lnspector: David L. Sturgeon ITIS Job No. 080806-A Date: 4-2-08 List items reinspected,referring to the O.D.item and the original date of reporting. Indicated if the reinspected item conforms to original project standards,modified standards or is accepted in the as- built condition. Conditions initially found in nonconformance to original project standards but subsequently are reviewed and accepted by the responsible authority shall ha�e such acceptance in written form with written confirmation noted on this report. O.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS ITEM REPORT ENGINEERING REVIEW TO SIGNED DAfiE AS-BUILT MODIFIED STANDARDS OFF F-7 3-12-OS X 4-2-08 � INDEPENDENT TESTING & INi�PEG�IpN SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of � OBSERVATION REPOR7 Client: Triumvh Development ITIS Job No. 0$0807-A Date• 3-20-08 Project: '�'he Willows �ocation: �ail, CO Inspector: �avid L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bol#ing, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"{O.D. List). The O.D. List will be eonsecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. a✓'T r`.u-1' 4. ��--,�� : David L. Sturgeon r�'"� ��..�~' President f � ICBO Certified Inspector'#"1'1382�7-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTION SERVICES INC. " 12084 VA3EEN CT. CONIFER,COIORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of S FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. SturQeon IT1S Job No. 080807-A Date: 3-20-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Pro�ect Standards AREAS OF INSPECTION Level or Elevation: Level 2 1 of SS.O Frami n� and Reinf�rcing Grid Line Location(s)encompassing the azea(s)inspected/tested: G.6-J/14-16 -- ---.__.._.._ Provide information re:conditions of nonconformance. Include the O.D.item nuunber and attach a copy of the O.D.List if applicable. The reinforcinst steel and WWF (6x6x2.1) were found conforming. Additionallv, the HAS, deckinA, flashinst and weldinA were found conforminA after som work. Level oT Elevation: Level 3 Framing and Reinforcing Grid Line Location(s)encompassing the area(s)inspected/tested: G.6-J/14-16 __ _ Provide information re:conditions of noneonformance. Include the O.D.item number and attach a copy of the O.D.List if ap licable. The structural�, bolted connections of the deck frame required tensioning. �e HAS, decking and reinforcing steel required work to complete, but were subsequently found conforming. Level or Elevation: Level 2 Framing and Reinforcing Steel Grid Line Location(s)encompassing the area(s)inspected/tested: At B,5/11.5-12.2 (Balcony) Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if�applicable. Some of the structural, bolted connections on the frame and ad�acent connections required tensioning. The reinforcing and decking with 6x6x2.1 WWF were found conforming. Subsequent to re�rork, the bolted connections were found conforming. INDEPENDENT TESTING & 1N�PECTI4N SERVICE� INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of S FIELD INSPECTION REPORT FORM i1�tITIAL VISUAL INSPECTIUN OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 3-20-08 Field Made Welds: X Shop Made Welds:_ _ Type of Weld Inspected:Fillet X Groove_ _ Other___ __..__........_ _..._ ..... —__. .. Type of Component(ie:column,beam,girder,moment welds,etc.)�As Recorded _ Applicable Code or Standaxd: AW5 IBC and Prsj�t Sta�dards AREAS OF INSPECTION Level or Elevation: Leve1 3 1 of SS 0 Framins and Reinforcin$ Grid Line Locatian(s)encornpassing the area(s)inspected/tested: D.S-E/14-16 _______ _.__...__..-----_.......__ _.._._.___. ,_.___....___- -___ .. _._ Provide information re:conditions of nonconformance. Include the O.D,item number and attach a copy of the O.D.List if applicable. The reinforc7 n& stee,l, the bolted connpcfiinna A„� xn� �i i required rework to complete. Subsequent .to. the rework, reinspections find the work conforming. Level or Elevation: Level 2 and 3 CoJ.umn Sp�� Grid Line Loeation(s)encompassing the area(s)inspected/tested: B-D/9-15 Provide infarmation re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. ITIS previously report�d column snlice welds of deficient size. The erector has rewelded all effected and new splices to the required weld size. The welding was found conforming. Level or Elevation: Roof RFI 283 W21 Ridgg Beam Grid Line Location(s)encompassing the area(s)inspected/tested: ___ Provide information re: conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. 'The installation of the angle seat shown in SSK 43 has been completed leaving the existing connections in palce. The anchorages were found installed properly and pre-loaded snug tight. INDEPENDENT TESTING & INSPECTION SERVICES INC. �� 12084 Vaseen Ct. Conifer,CO 80433 (303)674-7560 Fax(303)b74-'7564 Page 4 of 5 REINSPECTIONS Type of Reinspection: Visual X Torque Testing NDT Inspector: David L, Sturgeon I'I'jS Job No. 080807-A Date: 3-20-08 List items reinspected,referring to the O.D.item and the original date of reporting. Indicated if the reinspected item conforms to original project standards,modified standazds or is accepted in the as- built condition. Conditions initially faund in nonconformance to original project standards but subsequently are reviewed and accepted by the responsible authority sha11 have such acceptance in written form with written confirmation noted on this report. O.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS ITEM REPORT ENGINEERING REVIEW TO SIGNED DATE AS-BUILT MODIFIED STANDARDS OFF F-6 3-12-08 X F-12 3-12-08 X 3-20-08 RFI 0283 � �NDEPENDENT TE�STIN(�& �N�FECrION►9ER,VICES INC. �zos4 vASeEN eT. CONIFER,COLORADO 80A33 303-674-7560 FAX 303-674-7560 Page 5 af S ITIS Job No. c180�7-A FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTIONS The follawing listed levels and areas,as described herein,were inspected and tested in accordance with ICB4 7-6. Date: 3-20-08 Type of Fireproofing Material Inspected: I�-6 Level of Inspection: Level 2/3 and Level 3/4 .Area Inspected: B-E/9-14 COMPONENT TESTED U.L.DESIGN/RATING REQUIRED THICKNESS 1� Beams D-779 1 Hr. 1/2" 2. 3. 4. 5. 6. List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conformance ta ICBO 7-6 requirements and project standards,as applicable. The exterior surface of the perimeter beams were incomulete at this insvection. Inspections of the beams of Levels 2 and 3 were found complte and of conforminA c�uality. The next inspection is scheduled for the week of 3-30-08. List areas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon cornpletion. LEVEL GRID LINE COMPdNENT U.L.DESIGN 1. 2. 3. �o.-.�'I`GTt.��o�^^'-��' �'.�l.�� ' �?i �°�'' " ?� in`4'�. " '�.:=5 �.;_.v��L�.'�..1`i��.=�. � 1 "` •1`Y�1 ��t ri.!"��i�..!-'a� ��1°� i}.�i�t.2C�i'_dlli�.�,-rY' i��J�: �€'�`i.�,�?t,,�,; � .�gEL.�D: lt.��.,�._4GE: � ,., �.. B_�i�']E: `� ' - ._ ' , '��; JC?� N0. � �. C,�, � '��..;`_, � '�N�.Th�EER ` �� :�. � Y1:G,J�E:T: � `' �... _ �_ , � <<�-� . ,�_ �� (.` � � � ' � tL ' �._� � ,: (�1 . . . E�:C.4V.��I�N ]B.4.SE L��'E£,(S):�-� '-��,�i-, �,.i C''Yl �� ,u s ' L' 1VL4'�'ERL4LS E�.PfJSED IN B�SE(Sj O�'E,�C�iVATI�N� ,�� r -� i ti? ` ; _, �,. --�- � �, .,� � � �' � , . REMARIiS: . : , ` � "� � . `` �( ^ ^ _ • � �. - _ i , f - ; PROF'OSED CONSTRLICTIONAND FpUNDATION SP�CIFIC�TIONS: ; , . r , :� . . �'� + � ' �%E�tBAL C01_1�_�LTNIC.�Tlf?N VVZTH CON�'�.2."yCi bR, ENGLNEER,.�RiIi1TTECT, O��TNER: ,�- `�, � . ; � ! , �� ,.� , � ; t ; � n IlYDEPEIYDEnT TESTIl�IG & �� -L�'� �- IPISPECTIOIY SERVICES IlYC. I 12084 VASEEN COURT CONIFER, COLORADO 80433 (303)674-7560 �",c�/�� fi r�t-,�S FIELD OBSERVATION �I' /CUENT /� DATE: �°%�� PAGE OF /��' �e- ie'�� PROJECT: �+ ��5 JOB NO. LOCATION:� �;; �.� PREPARED BY: ,��S TYPE OF REPORT: NDT SHOP INSPECTION FIE D INSPECTIO OTHER %/'� n Le�et �t �.o �i��,�r7 r� P� ,� dn,� � � �' 7,,� �,p.�. � �'i'� � � � ' e r�y '� L PiJ�l L/ L°vJt� :rr n tt t rts�'� /� ' � t? 1 a 5 � 7 U vl� ��',�!'° � ��'—' � . , - - ` �,o /'�n�_l t�i„j�e /'i�3-i.7 L /'�,m..,5c ep ,�`�e �'� �' wN /,g�`�J �' nG�� r'G! �'iGv��.�,�� .�.,��fir t,��? � �C'_�� .S'L�"Cr�r /'�� S� � �� a� �3.�� /�.S ��i�ix 7'��:� �,� �� t: �� '�Hn ti,� y %,-,/f �,�f�c �� %��.. o.�,��i tia i 7C'ji c� � 66/Lt �r.:.��i.s' i�"L Ce E' L�ut. ('�,�r�Yca /7 �/ A /� �!♦ /"-7�,�� , I i�►� _yQ��,, A t�.L �jr��!y� u� L i 3`!� /�[3J I'7 �— � J� �C! i[iTa! �L)K�c � i( �(/ -L�/�c^ /� r1�i 1 0�.� r, .3 l;".� ',�-� �„ �c�� v� 7.�F /`" r��n.��e . ��. S lc�`>.a�� t�r2 l.� cv� tf �c�-,n �v r'�i� �`c ��c s� d�D &,lre-� � h,-.t 6:p �' _c�t fi�.� �'t c � c,s� �� L.- / � •r� !2 L`Lu�, r�alu+rwL ��f.o C�i n i�f�im o� � � ,�� G� ��n,�-;�_�e�L �. c�x� �+r�.P�� 6��z, � �c�� i x rr��'c ��llr. - � �'i f,c.[� �9 l�.C�� onr3✓`'� ,etia►;.�G i1 r'C. i r ABCO� ��_ . . :� � � Site Status Report#002 OBSERVATION DATE: PROJECT NAME AND I.D. 02/29/08 The Willows At Vail RAN-9603 Reports or pocuments Reviewed: 1. SSR#01. Site Progress: 1. Window installation is at or near 8Q%complete. 2. Spray applied fire protection over I-beams is in progress on top floor. 3. East elevation e�erior finish is at or near 80%complete. 4. Framing is at or near 80%complete. Field �bservations: 1. Provided observations of rated assemblies in Units#102, 103 and 204. 2. Provided observations of inechanical, electrical and plumbing components in Unit#204. 3. Provided observations of window installations outside Units#102 and#103. 4. Provided abserva6ons of exterior moisture barrier ou#side Unit#102. Action Items Identified: No action items were identified on this site visit. Action Items Resolved: Na action items were resolved on this site visit. Action Items Status: Not applicabie. Project InformationlDiscussions: 1. Paul was unavailable on this site visit. I will try and arrange the next trip to meet with him and walk the project. A[3CC)Construction S�rvices Cor}�oration Phone 303.220.K220 �ti-��v.alxo-corp.com 6907 South Yosemite Street,Suite 205 E:z1a 3()3.79Ci.()81i) Engtewc�od,CO �;0'I72 Page 1 of 4 ABCO Construction Service� "orporation -� Project#RAN-9603 --The V1�. ,ws At Vail Field Report 02_022908 Site Photographs Good Practice Photographs: ��: �,�`a .:.�,."�!!�!� _-. ; . r � �. �. , �a .. . .�,:. _.. , . � —._ _,._ --�r-. ..__ ___ ,_ . __ __.,.. , . _ . . , „ _ .— c� � ,, .��'� _c.: ,..=.�rvs+.aur.w-... � _ , W...,,,. ,�� — � �t �� .1 i'�'. ,. . .. � . Unit 103-Rated assemblies,fire penetra6on sealant at Unit 103-Windows/doors,sill flashing for door outside top plate unit-to-unit unit 103 ,��.. , .�. ,. ., �, :, .�„�,� �..�_. , _,,.� ��a.�.�.. ,�r ._. __._ �'- , �.' _ �T �: � �», j • .. .... :. .. .... � . � :. �`'�'� . ,.�:, -',r".,""��wwl�+` � �.;�, .. . � ..2.�.�.,..._. . �."— --'�"`•. ��1 - -- Unit 103-Rated assemblies,fire penetration sealant at Unit 102-Rated assemblies,fire caulking at top plate floor/ceiling assembly �'` `�' � r � <� � � ;,,a�� t: u. } Y .�; ', :. i..� ' � .. . ...'.:. . � r`ei!!�>.. .. . ., ��,� � �,y. . g,a..�,„ r, r:w+. �,p�k.�, . . ,'+¢F�.. ... "�8,� �, �M.- �rFf �°�a-,� •c, �'� � ._ . ��.rr �z•� �°�:".�... *►, '' ,�::i�J.��. - . ; . . ��.. ;.... ly�w� � k;�'�"�� 1�1�MW �yi� � . . � . K�,� U::: ��-�at��a�s�m�;�es, ��r u�7� �ene��at��r`re Unit 204-Rated assemblies,fire penetration sealant at sealant floorlceiling assembly A[3C0 Construction Services Corporation Phone 303.220.8220 w��w.alxo-corp.com 69�1 South Yosemite Street,Suite 205 F��x 303.796A�i10 L„�;t��,�i,co soi�? Page 2 of 4 ABCO Construction Service� Corporation -� Project#RAN-9603--The 1� �ws At Vail Field Report 02_022908 �e� �Y �: � �. �r°6 .. ,. '� s�.� , � � ' -. -:� ..,. t�r µ� f' �:� � � .�� . j 4 q ,e �„ .. ,.a�� i,: r ' f� � l,_� ��:�� r �� '� , . _ � 3'y�,,� a.. � �t�� r � ! i ;.�- _- 1 {�,. �` . .., ��:'�'-�:1 �,. � d �.iT,� ` ^_. �ar'' :,;,�� ."� y'r� - ...,. r w. j , � . ..: _ �. - 1-. ,., °,. t , . , ' _ �"�p� '�. �,�.� � N�� Unit 204—E�ectrical car��;.�.�� , _._ `sc� Unit 204—Mechanical,duct sealant � � �. - � � � � ��iEi� +t . R ,R'E Y � � ::��j�� s^ .s;..� .... �.�a� � . � � �tr y . .7''�-7"r sa .�.;'i � �� f - � � ,,. �._ sG�" .aW� �� p +�� g r.";G . f �k i�,y.. ,Y. .' yr "�.�: s .�-R,�. � �-r ^a'�,�'"n`� . ,- � /"-'.. - ��"ks°�A°�� f,R'�� F°'�^.t"'�11'r�,• .�`��i �€ �`► t -'Sj` " '�� ;"� '0� ,i�Y°a �.1°" .. .r�l+ R'z,.' +y'M��,�C Dj r. _,, ,d�'". {7•� g�, n 13 �.'�- �„ _ .��. . �6� �.r...t ��.r.�. � �,$� ,5 '•�.. `�..�#d , . ..,s '� ! t'�';,. ::F-�g ^.��' �. �" '+�:i` , e?s� •J '• ' � 4 � � dRas,�r�,'� `.�t ' t�;�, i �✓. ,.�,f ��+�.�.P.A4�A -er� .��M� p- �"�N�� y �^ ^�F i. �8 .Iti'-.. i .-r '� "f''. �'� r"*� I' i.:� h^F � }- ,r� ��yd�/t� ..�� a ' k : . �' �M� x, �. - ^ "m .u+'�: y�'�� r' d�',��,.<sY f ��R 4 . �� q'? �l 3�iY+� ��.�y�'M"�:' ��: . .�%� ��P'��✓I's��' Unit 204-Electrical,cable conduit pratection Unit 204-Plumbing, sprinkler supply line support �iww� -- � _ � +w '.a .� �a r.. r � � . .�l. �µ h r:� y+! ' , 'w� ._ - � � , �� . l: r. . , •.-/;�.�a�,:.: y.: i�� _ -'�'�� 4 �� !' i, V�..� ��r=� �� Unit 204-Plumbing,water supply line support Unit 102-Windows/doors,door flashing outside unit 102 ABCO Construction Servires Corporation f'hone 30322�.8220 www.alxo-corp.com b901 South YaseTnite Street,Suite 205 �.�j� ,��.��y�� rnglewoc�d,CO 80112 Page 3 of 4 ABCO Construction Service� "orporation Project#RAN-9603--The W,. nrs At Vail Field Report 02_022908 ,�� L �� '� �' � � ' r ,�� ,� ��. �. � � .,,,, ''.. - . , ; .._3,_, �t°� � � .. _�� , � � � � � �� — �.—�: , . _ �� , �i . . j �� 3 ' � e A 1' . ! �� . ..�� .. . � �� . .� � - . - Exterior wall cladding-E�erior wafl wrap outside unit 102 Site�tatus Vickie Phillips 720-940-3258 Friday, March 07, 2008 AE3C0 Construction Services Corp�ratio►� Phonc 3(13.220.8220 www.alxo-cor}�.com b901 South Yose►nite Street,Suite 205 f�ax 303.796.0810 E�lglewoc�d,CO 80112 Page 4 of 4 a � ' INDEPENDFNT TESTING& INiSFFCTION SE:ILVICF� INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 3G3-674-7560 FAX 303-674•7560 Page 1 ot 6 OBSERVATION REPORT Cilent: ':rius�vh Develoomeat ITFS Job No. 080807-A �ate: 3-12-Q8 Project: The Willows Location: Avon. CO Inspector: David L. Sturgeon This repo�t package contains information concerning specific tests and inspections of structural steei welding,structural bolting,structural sprayed fireproofing,and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. ' Also included may be ITIS'"List of Outstanding Discrepancies"(O.D.List). The O.D.List will be consecutively numbered for each page issued through�ut the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report,please feei free to contact ITIS at your convenience. ,__. �' _.. .__ .. �r __-- �� '" ��/ � � ,� -��/ ,1trr'r�y%"';r' � David L.Sturgeon ,% President ' `` ICBO Certified Inspector#1138247-85 AWS QC-1�82122691 Resident Level Itl 1 � � INDEPENDENT TESTING & INSPECTI4N S�RVICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-aT4-T560 � Page 2 of 6 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Jab No. 0808�7-A Date: 3-12-08 Field Made Welds:�(_Shop Made Welds:_ Type of Weld Inspected:Fillet x Groove_ Other _ Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Pro.iect Standards AREAS OF INSPECTION Level pr Elevation: Level 4 Rafter to Girder - ,. . Grid Line Location(s)encornpassing the area(s)inspectedltested: H.5 & 7.7 Provide information re:conditions of nonconfomiance. Include the O.D.item number and attach a copy ofthe O.D.List if applicable. At the listed location, the rafter needs the bearinA seat connection completed. One bolt is installed, and the other is missing. This has been entered on the attached O.D. L�st as item F-5. � Level or Elevation: Level 4 1 of 55.4 Column Connections Grid Line Locatian(s)encompassing the area(s)inspected/tested: J.S & 7 and ,T.S & 6.2 '�� "?' � Provide information re:conditions of nonconfurmance. Inclucie the O.D. item number and attach a copy of the C?.D.List if applicable. At the listed locations the column cap �late connections are incompl:ete. This has been entered on the attached O.D. List as item F-6, Level or Elevation: Roof 8, 9 and 10 af 55.8 Core Connections Grid Line Location(s)encompassing the area(s)inspectedltested: Stair Care #4 Provide information re: conditions of nonconformance. Include the O.D.item number and attach a copy O�the O.D.List ifapplicable. The listed connections sre incamplete:.:. Anchors and welds are missing. This has been entered an the attached O.D. List as item F-7. INDFPENDENT TESTING & �N�P�CT'ION SEItvICES INC. � 12084 VASEEN CT. CONIFER,COLORADO SO4S3 303-674-7560 FAX 303-674-T560 Page a of 6 FIELD INSPECTION REPORT F4RM IMTIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 3-12-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,gitder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proi ect Standards AREAS OF INSPECTIqN Level or Elevation: Roof FraminA Bolted Connections ,�,, Grid Line Location(s)encompassing the area(s)inspected/tested: �.5/12.S Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. At the listed location, the W12 beam has four bolt hales, ' and the column has a three-bolt fin plate. Th�ee bolta are installed. Are four bolts needed� This has been entered on the attached 0 D List as item F-8 ,� Level or Elevation: Roof Framing Beam ta Beam Connection Grid Line Location(s)encompassing the area(s}inspected/tested: C.3 & 10 +','�'"^�'"' Provide information re:conditions of noneonformance. Include the O.D.item number and attach a copy � of the O.D.List if applicable. The W14 appears to be too lonQ and is sweeping the W12 that it is connected to. This has been entered on the attached O.D. List as item — F-9. Level or Elevation: Roof Low Beam to Beam Grid Line Location(s)encompassing the area(s)inspected/tested: 12.5 & F (approximately) _..... Provide information re:conditions of nonconformance. Include the O.D. item number and attac a copy of the O.D.List if applicable. Ts�spection �rf"the slpped .i�I�2 �o�W14 conn�ction �ads rhp W12 bolted seat connection pushed north, and the bolt holes are misali,sned This has been entered on the attached O.D. List as item F-10. INDEPENDENT TE�TING & IlVT�SPECTItIN SERYICES INC. 12084 VASEEN CT. CONiFER,COLORA00 80433 � 303-674-7560 FAX 303-674-7560 Page 4 of 6 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELAING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date:�=7 2-08 Field Made Welds: X Shog Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component{ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proiect Standards AREAS OF INSPECTION Level or Elevation: Garage Column Cav Plate t.�fF�..;= Grid Line Location(s}encompassing the area(s)inspected/tested: J & 12 � Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. At the listed lacation that was previouslv identified, the calumn cap .plate cannection is missin� two holts. This �rea was incorporated into a lock-up area resultin� in the connection completion beinst delaved, This has been entered on the attach�d O.D, List as item F-11. Level or Elevation: Roaf Beam to Embed f„�„ ,�¢. Grid Line Location{s)encompassing the area{s)inspected/tested: E.5 & 6 Eaat Side af Core Provide information re:conditions of nonconformance. Include the O.U. item number and attach a capy of the O.D.List if applicable. At the��,a�sted]ocation the exnansion anchor fix needs documentation fr+�m the ER. This has been entered on the attached O.D. List as item F-12. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the tJ.D. item number and.attach a copy of the O.D.List if applicable. . � a INDEPENDENT TESTING & IN�PECTION �FRVICES INC. 12084 VASEEN CT. CONIFER�COLORADO 80433 303-674-7560 FAX 303-674-7560 . Page 5 of 6 LIST OF OUTSTANDING DISCREPANCIES LOCATION The Willows JOB NO. 080807-A DATE 3-12-08 INSPECTOR David L. Sturgean Q.D. LIST PAGE 2 OF On-eoin� v DATE � DATE REPORTED ITEM NO. OUTSTANDING DISCREPANCY ACCEPTED 3-12-08 F-5 Level 4 H 5 & 7 5 - he r f ird r 3-2�� r S connection is incomplete. Install missing bo t I3-12-08 F-6 Level 4 at J.S & 7 and J.5 & 6.2 - the colu �,.-,w�k ca late connections are incom lete. ' �» �-� 3-12-08 F-7 Roof Stair Core #4 Sections 8 9 & 1� of � 3��CP pL SS.8 are missin welds and anchors. 3-12-08 F-8 Roof Framin at B,5 & 12,5 - the W12 beam ha �� ,� 3;,2,o U� �h � four (4) holes and the column fin plate has - •��rS ��5�� three (3} holes. Three bolts are installed. � Ts this acce table? " "� 3-12-08 F-9 Roof Framin at C.3 & 10 - the W14 need ' �S � coping to relieve the swee in of the W12 beam it frames into. 3-12-08 F-10 Law Roof at 12.5 & F - the slo e W12 to W14 p��`��i� ` 3• �'� is ushed north reventin the installatian of the bolts in the bearin seat of the W14. �'� "plS 3-12-08 F=11 Gara L v J & 12 - f�7�!$Y11'rl �t�� I.�ci`�- �+3�� Q/°�f' �1aSll✓!Pa ��3i� J INDEPENDENT TESTING & IN�PEG�ION S�:RVICFS INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303�74-T560 FAX 303-674-7560 Page 6 of 6 LIST OF OUTSTAND{NG DISCREPANCIES LOCATION The Willows JOB NO. 080807-A DATE 3-12-08 INSPECTOR David L. Sturgeon Q.D. LtST PAGE 3 OF On-goine DATE DATE REPORTED ITEM NO. OUTSTANDING DISCREPANCY ACCEPTED 3-12-08 F-12 Roof at E S & 16 - d men ��(� 3'.�G'C� for the in-place fix of the W21 to core wher the embed is missing. + . . x� , + . . INDEPENDEN'r TESTING & IN�iPECTIUN SERVICES INC. 12084 VASEEN CT. CQNIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Clisnt: Triumvh Development ITIS Job No. 080807—A Date: 1-15—OS Project: The Willows Location: Vail, CO Inspector: �gvid L. Sturgeon This re�fort package contains information concerning specific fests and inspections of structural steel � welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspectian are contained on each individual inspection form. Also included may be ITIS'"�ist of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. • _�� . David L. Sturgeon President lCBO Certified Inspect 1138247-85 AWS QC-1 #82122691 Resident Level III • . „ INDFPENDENT TESTING & INSPFC'rION SERVICES INC. "° 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL IN5PECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: i-15-08 Fietd Made Welds:�_Shop Made Welds: Type of Weld Inspected:Fillet R Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Cade or Standazd: AWS, IBC and Pro�ect Standards AREAS OF INSPECTION REINSPF.CTION Level or Elevation: Level 2 AISC 5tructural Bolted Connections _ � % Grid Line Location(s)encompassing the azea(s)inspectedJtested: 1-9/B.5-K a Provide information re: conditions of nonconformance. lnclude the O.D. item number and attach a copy of the O.D.List if applicable. The previouslv noted, incompleCe connections have been completed, and inspections find the work conforming. Level or Elevation: Roof Welded Beam to Embed ConnecCions Crrid Line Location(s)encompassing the area(s)inspected/tested: Corea 2, 3 and 4 ��+�" ' Provide information re:conditions of nonconforrnance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The field welded connections w�re viewed and found con- forminA The previouslv noted, incomp�ete rafter to embed eonnections at the south face of core #3 have been completed, also, and found conforming. Level or Elevation: Roof Decking and Bent Plate Grid Line Location(s)encompassing the area(s)inspectedltested: C-H/�rids 1, 2 and 3 —.... _..__............................_......_...._._._...._____— _____...�__....__....._____.__.._._..._._..._.._._ _� Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The installation is in process with much snow on the roof which precluded further inspections. ITIS will follow up, M � • � P � INDEPENDENT TF.STING & IN�PEC'1`ION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 1-8-OS Project: The Willows Location: �ail, CO � Inspector: �avid L. Stuzgeon� This report package contains information concerning specific tests and inspections of structu�al steei welding,structural bolting, structural sprayed fireproofing,and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report,please feel free to contact ITIS at your convepa��n�; i' �� ^'E7x�%�%�� David L. Sturgeon President ICBO Certified Inspe r#1138247-85 AWS QC-1 #82122691 Resident Le�el III INDEPENDENT TESTING & IN�PECTION SEIt.YICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6T4-7560 FAX 303-674-7560 Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturtteon ITIS Job No. 080807-A Date: 1-8-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet x Groove 4ther Type of Component(ie: column,beam,girder,rnoment welds,etc.) As Recorded Applicable Cade or Standard: AWS, IBC and Pro�ect Standerds AREAS OF INSPECTION Level or Elevation: Level 2 AISC Structural Bolted Connections Grid Line Location(s)encompassing the area(s)inspected/tested: 9 to 15 LineslA-L __ _._._...._. Provide information re: canditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Six connections wer reviewed with the general contractor, and were marked for camp etion. Level or Elevation: Level 2 6 of Sl 6 Beam to �bed Connections � � � Grid Line Location(s)encompassing the area(s)inspected/tested: Gore #1 Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. 'The previously nated, incomnlete connections have been welded, and were found conforming Level or Elevation: Level 1 b of Sl 4 Column Base Gonnecti ons Grid Line Location(s}encompassing the area(s)inspectedttested: C & 12.8 Provide information re: conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. One anchor rod is not pzoperlq set. There is anproximatelY 8-10" of pro,jectian, and the anchor rod nut is stuck 2" down from the tov of the rod. The location was marked, and was also reviewed with �he general contractor, f , ► IN1)FI'LNDTI�''1"[`I+:STING & INSPIi:C'I`ION �FRYICI+:S INC. 12084 VASEEN CT, CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 af 4 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 1-2�0$ & i-3-08 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural boiting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individuai inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be cpnsecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your ' convenience. ' k � r~ . � ` �. ,.* �..,,___-__ David L `"t =:,� �.,; / ,'; President ICBO Certified Inspector 1138247-85 AWS QC-1 #82122691 Resident Level III , INDEPENDENT TESTING & INSPECTI4N SERVICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 4 F1ELD INSPECTION REFORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 1-2-08 & 1-3-Q8 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie: column,beam,girder,moment welds,etc.) As Recorded Applicable Code ar Standard: AWS. IBC and Proiect Standards ��' AREAS OF INSPECTION Level or Elevation: Level 2 AISC Struct�rai Bo� d onn �nna Grid Line Location(s)encompassing the area(s)inspectedJtested: A-L/9-16- Provide information re: conditions of nonconformance. Include the C�.D. item number and attach a copy of the fJ.D. List if applicable. Inspettions of the structural, bolted connectians find seven i�cati�ns w�iere b�slts are �►#ssittg �r not tensiosted� Ai1 lt�cat�p�ts were clearlv roarked for correction, and were reviewed with the G.C. also. STEEL Level or Elevation: �vel 2 6 of 51.6 Beam to Embed Connections � Grid Liae Location(s)encompassing the area(s)inspected/tested: Core 1 '� ~ Provide information re:canditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. 5ix of S5 3 •� �n amnl Ptp Ar t R q ar �nre �1 three beam connections require additional weldinA All locations were clear y marked for correction and reviewed with the G.C., also. STEEL Level or Elevation: Roof Steel Framing Grid Line Location(s}eneompassing the azea(s)inspectedltested: 1-7/B.5-K __ __-- Provide information re:conditions of nonconformance. Include the O.D.item nurnber and attach a copy of the O.D.List if applicable. Framing of the roof steel is a„pproximatelv 80X comnt P* ;n the listed area. Bolted and welded cannectiona are not et cam le tp oms�ect w�em cp, ;ete/ r INDEPENDENT TE�TING & IN�+YECTION SERVICES INC. 12084 VASEEN CT. CC)NIFER,CO 80433 (303�674-7650 FAX 1303)674-7560 Page� 3 of! 4 FIELD OBSERVATION REPORT OF ASSEMBLED COMPQNENTS Inspector: David L. Sturgeon ITIS Job No: 080807-A Date: 1-2-08 & 1-3-0$ Inspections of: Structural Steel Other Reinforcinrt Steel Appiicable Code/s or Standards: ACI, IBC and Proiect Standards AREAS OF INSPECTION 1) Leve1 3/4, Elevator Core Reinforcing Steel per 1, 2, 3 and 4 of 53.1 i''.�"�` �' List any departures from the stated codes or standards. Aiso provide a critique for each nonconforming condition with the assigned O.D. item number. 1) One corner bar was found missing and was placed. The listed placement was �udged as canforming. � � INDEPENDENT TESTINC& IN�SPECTI�N�SERVICEtS INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page �+ of 4 ITIS Job Na �8fl� FIELD APFLIED STRUCTURAL STEEL FIREPROOFING INSPEGTIaNS The fallowing listed levels and areas,as described herein,were inspected and tested in accordance with ICBO 7-6. 1-2-OS & Date: 1-3-08 Type of Fireproofing Material Inspected: I�IIt-6 LevelofInspection: Level 1 through Level 4 AreaInspected: 1-9/A-L At Level 1 the temp o£fice area is exleded for now COMPONENT TESTED U.L.DESIGN/RATING REQUIRED THICKNESS �' Beams D-779 1 Hr. 1/2" and 1" at L-1 2. 3. 4. 5. 6. �°:,.,..�,„' List any deficiencies noted that do not conform to ICB(?7-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conformance to ICBO 7-6 requirements and project standards,as applicable. The level 2 deficiencies reported 12-26-07 remain incomplete. The pplications at Levels 2 3 and 4 were found substantiallq complete with anly a few flutes requiring patching which is to be completed later. List areas by grid line and level where density samples For lab testing were remaved. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L.DESIGN l. 2. 3. , . � Il�'1)1+:�'F:NDFNT TF.S'I`ING & IN�I'FG:I'ION SFRVICI±:S INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATIQN REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 12-26-07 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this repart, please feel free to contact ITIS at your convenience. G?titGfi��/�i�'��s%/ David L. Sturgeon President ICBO Certified Inspe #1138247-85 AWS QC-1 #82122691 Resident Level III , . : INDEPENDENT TESTING & INSPEG�ION SERYICES INC. µ 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6747560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTIUN REPORT FORM 1NITIAL VISUAL INSPECTION(JF WELDING Inspector: David L. Sturgeon ITIS Job No. Q80807-A Date: 12-26-07 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:calumn,beam,girder,moment welds,eta) As Recorded Applicable Code or Standard: AWS, IR� and PrnjPrt Sf anAarAe AREAS OF INSPECTION LevelorElevation: Level 2 9 and 10 of SS.O Shear Tab Moment Connectinnc Grid Line Location(s)encompassing the area(s)inspected/tested: S & 5.5 on A-line Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. ITIS previouslr reported unwelded conn��C..;�„ons. �n th;g date, reinspections find the cannections comp�.ete and c^nnfnrmin� Level or Elevation: Information Crrid Line Location(s)encompassing the azea(s)inspected/tested: North of -line Provide information re:conditions of nonconformance. Include the O.D.item number and attach a capy of the O.D.List if applicable. The framing is beintx set: however, thP urnrk Ar �nnnvrri n.,o is not qet complete. TTIS will follow up as the work praAresses. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide inforrnation re:conditions of nonconfoxmance. Include the O.D.item number and attach a copy of the O.D.List if applicable. M , . ._ 1NDEPENDENT TESTING& INSPFCTION�iERVIGEB INC. 12084 VASEEN C7. CONIFER,COLORADCi 80433 303-674-7560 FAX 303-674-7560 Page 3 of � ITIS Job No. 08Q807-A FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTTONS The following listed levels and areas,as described herein,were inspected and tested in accordance with ICBO 7-6. Date: 12-26-07 Type of Fireproofing Material Inspected: I�IIC-6 Level of Inspection: Level 2 Area Inspected: A-L/i-9 Beams CCIMPONENT TESTED U.L.DESIGN 1 RATING REQUIRED THICKNESS 1' Beams U-779 1 Hr. 1/2" 2. 3. 4. 5. 6. List any deficiencies noted that do not conform to ICBO�-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conforrnance to ICBO 7-6 requirements and project standazds,as applicable. The referenced area was reinspected where the applications were previously found incomplete with dropouts, slides, open beam flutes and low coverage. This reinspection finda the rewark approximately 95� comp2ete and conforming. List azeas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L.DESIGN 1. 2. 3. � - 1 - INDEPENDENT TE►STING +& INSPECT�ON SERI'ICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7580 FAX 303-ff74-7560 Page 1 of 4 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 0$0807-A Date: 2-25-08 & 2-27-08 Project: The Willows Location: vgil, C0:' Inspector: David L. Sturgeon ` ` �'his report package contains infofimation conc�rrllrig specif�t tests and inspections of structt�ral�ste�i �^ ` ' ` ' � welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. G.vt.(� �� David L. Sturgeon President ICBO Certified Inspec 1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTION SEItYICES INC. " 12084 VASEEN CT. CONIFER,COIORADO 80433 303-674-7560 FAX 303-674-756� Page 2 of 4 FIELD INSPECTION REPART FQRM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 2-25-08 & 2-27-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove (�ther Type of Component(ie: column,bearn,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proj ect Standards ST� AREAS OF 1NSPECTION Level or Elevation: Level 1 BS Dwg. E113, Sections B and D Stair Connections X��,�� Crrid Lit�e Location(s)encompassing the area{s)inspected/tested: Stair #3 F-G _._._.__.____...._.._.�....._..__.......__......_...___._.__--- ____._._____._.......................... .. .. Provide information re:conditions of nonconformance. Inciude the O.D. item number and attach a copy of the O.D.List if applicable. The riser to landinA welds are missing, and the riser is not anchored to the Level One slab. The erector and G.C. were informed. STffi� Level or Elevation: Level 3 Reinforcing, Decking and HAS Grid Line Lacation(s)encompassing the area(s)inspected/tested: B.5-D/9-15 ` Provide information re:conditions of nonconformance. Include the D.D. item number and attach a copy of the O.I7.List if applicable. The previously noted deficient HAS welds have been rewelded and were found conforming. The decking installatian was found conformin�, and all required r+einforcing steel was found properly placed and of correct size. 51'�L Level or Elevation: Roof Mechanical Roof Deck Grid Line Location(s)encompassing the area(s)inspected/tested: G.8-H.1/7.5--11 _—__ __ _ _---,----- - --- --.---________- -- Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if$pplicable. The HAS and decking insttaltion were found conforming. � .r. �. INDEPENDENT TESTING & INSFECTION SFR�ICES INC. �� 12084 VASEEN CT. GONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of 4 FIELD INSPECTIpN REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. St'urgeon ITIS Job No. 080807-A Date: 2-25-08 & 2-27-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded —.. _ Applicable Code or Standard: AWS IBC and Proiect Standards STRFi• AREAS OF INSPECTION Level or Elevation: Level 3 DeckinQ HAS and Reinforcing Grid Line Location(s)eneompassing the area(s)inspected/tested: E.5-G/8-9 �� , Provide information re:conditions of nonconform�nce. Include the O.D.item number and attach a copy pf the O.D.List if applicable. The deckinsz was found conformin$ One Colmm� haGP �nnnPr tion needed the :bo}� tensioned All required rein�orcing steel at the step waR found conforming. STEEI. Level or Elevation: Level 4 Deckins and HAS Grid Line Location(s)encompassing the azea(s)inspected/tested: 9-11/G-J _ _.. k .. Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the(?.D. List if applicable. Tmo column base connections on-:gxid 11 needed tensioning. and were completed. The �d�sck,ing; as. we3�� as Lhe- Hrt� �tere found conforminR. STFFI, Level or Elevation: K of E113 Field Welded Connections Grid Line Location(s)encompassing the area(s)inspectedltested: tair Provide information re:conditions of nonconformance. lnclude the O.D. item number and attach a copy of the O.D.List if applicable. The HSS column can nlates have beeen removed, and th� landing supports are welded to the field cut and uncavned columns The revised landing to column welds xere found nonconforminQ due to profile fusion and size. Teh G.C, was informed. a,,. � . .. 1NDEPENDENT TF STING & INS�"EG+TION SERYICES INC. °° 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-6T4-7560 Page 4 of 4 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 0808n7-A Date: 2-25-08 & 2-27-0$ Field Made Welds: % Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proj ect Standards S,j,� AREAS OF INSPECTIUN Level or Elevation: Level 4 Beam to Embed Connectians Grid Line Location(s)encompassin�the area(s)inspected/tested: North Face of Core #2 ,�,,,�,�,,� ; Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The previously noted incomplete welds have been completed, and were found conforming. STEEi. Level Or Elevation: ��el 2 Column Splices Grid Line Location(s)encompassing the area(s)inspected/tested: All Locations Level Two a .4c w ^....._... Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The previously noted, undersized eplice welds have not yet been reworked, STEEG Level or Elevation: Level 3 HAS Grid Line Location(s)encampassing the area(s)inspected/tested: B-D/10-15 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Testing of the HAS finds twenty (20) failures. The G.C. and Erector were informed. Reinspection is to be candncted on Eebruary 27, 2008. #4' `'' .. , , . INDEPENDENT TESTING & INbPECTION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATION REPQRT Client: Triumph Development ITIS Job No._pgd$p�-A Date: 3-5-08 & 3-6-08 Project: The Willows Location: �ail, CO Inspector• David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel `�` j`+�� weldi�g, structural bolting, structural sprayed fireproofing, and/or nandestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained an each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. i�w�, f;..- �_____.. .-- � ,-- �G- _._ __ _ � ,J 6�2+P'�G'�--;�'..�,.u,^�� ' ��. David L. St�geon � ,� President ' ICBO Certified Insp� or#1138247-85 AWS QC-1 #82122691 Resident Level III t < � , � � INDEPENDFNT TESTING & INSPECTION SERVICES INC. "� 12064 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITI3 Job No. �80807-A Date: 3-5-0$ & 3-6-0$ Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillei X Groove Other Arc Spot Welds Type of Component(ie: column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Praj ect 5tandards AREAS OF INSPECTION LevelorElevation: Level 4 HAS and Decking Grid Line Location(s)encompassing the area(s)inspectedltested: B-D/9-15 "#�""` --�_........__.�_ _._.__..._..._..__..___-- —_.___.___._ _........._ --.. Provide information re:conditians of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Testing of the HAS finds 125 failures. The erector and GC were informed. ITI is to reinspect on - -08. Level or Elevation: Level 4 13 of SS 0 Cantilever Slab Ed�e Grid Line Lacation(s)encompassing the area(s)inspected/tested: � . Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy ofthe O.D.List if applicable. The 4x4x1/4" angles have been installed oer the referenced section• however the horizontal lerz af the north side angl�p�iP G o� G�d hP deck edAe The GC is checking on interference issues Level or Elevation: Level 4 Kev Note #2 G�rder L.�ne Rei nforci ng Grid Line Location{s)encompassing the azea(s)inspected/tested: Grid D Provide information re:conditions of nonconfortnance. Inelude the O.D.item number and attach a copy of the O.D.List if applicable. The reauirPd reinforcinst steel was o�nd �rnnerly nlarPd and conforming. �o��►�, . ,, � INDEPENDENT TESTING & INSFECTION SER�'ICES INC. 12084 VASEEN CT. CONIFER,COLORA00 80433 303-674-7560 FAX 303-674-7560 Page 3 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 3-5-08 & 3-6-08 Field Made Welds: X Shop Made Welds: Ty�of Weld Inspected:Filiet x Groove Other Arc Spot Welds Type of Component(ie:column,beam,girder,moment welds,etc.) Aa ecor ed Applicable Code or Standard: AWS, IBC and Pro.i ect Standards AREAS OF INSPECTION Level or ElevatiOn: Level 4 14 of SS LO Cantilever 51ab Reinf orcinQ Grid Line Lacation(s)encompassing the area(s)inspected/tested: C-D,on Grid 15 �,; . .� Provide information re:conditions of nonconformance. Include the O.D.item number and attach r�copy af the Q.D.List if applicable. The required reinforcing bars were found properly placed. Level or Elevation: Leve1 4 Reinsoection HAS Grid Line Locatian(s)encompassing the area(s)inspected/tested: B-D/9-15 r,� s. - Pravide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. �'he previouslp noted HAS requiring rework have been hand welded. Inspections of the rework �ini� four HAS rewelds incomplete, The erector completed the missing welds. All deficient welds have been rewelded and found complete Level or Elevation: Grid Line Location(s)encompassing the area(s)inspectedltested: Provide infarmation re:conditions of nonconfarmance. Include the O.D.item number and attach a copy of the Q.D.List if applicable. r � � -+ INDEFENDENT TESTING & IN�►PECTION SER,VICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page i of 3 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 1-21-08 Project: The Willows �ocation: Vail, CO Inspector: �avid L. 5turgeon This repart package contains information concerning specific tests and inspections of structural steel weiding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will alsa be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your r : : �„ • .,�•�: •, '�orNenience. . . ,�.�.__ t ; ____ �,,�°j� _�_ �,/u�'"�c...._.�``, _ _ � David L. Sturgeon / President 1 ICBO Certified Inspect 113t3247-85 AWS QC-1 #$2122691 Resident Level III F � � ' N INDEPENDENT TESTING& IN�PECTION tSER'VICE�S INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 3 ITIS Job No. 080807-A FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTIONS The foltowing listed levels and areas,as described herein,were inspected and tested in accordance with ICSO 7-6. Date: i-21-08 Type of Fireproofing Material Inspected: I"IIC-6 Levei of Inspection: Level 2 AreaInspected: 9-17/A-L and Rework at Grids 6 and 7JC-D COMPCINENT TESTED U.L.DESIGN/RATING REQUIRED THICKNESS 1" Beams D-779 1 Hr. 7/16" 2. 3. 4. 5. 6. J,�, . " . List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conformance to ICBO 7-6 requirements and project standards,as applicable. The listed areas were viewed for a�r.�ication coy�ragP and �i'odti .t hirknP�c_ Some small flute dropouts were observed and need patching. Otherwise, the listed areas were found conforming. List areas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L.DESIGN L 2. 3. INDEPFNDENT TESTING & IN�PECTION �ERYICES INC. 12084 VASEEN CT. CONIFER,CO 80433 (303)674-7650 FAX(303)674-7560 Pagei 3 oA 3 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L. Sturgeon ITIS Job No: 080807-A Date: 1-21-08 Inspections of: Structural Steel Other Reinforcing Steel Appiicable Codels or Standards--Z`��C and Proi ect Standards AREAS OF INSPECTION Elevator Core #1, Level 4 - Reinforcing Steel Placement per 1-4 of S3.1 No deficiencies were observed, and the placements were judged as conforming. List any departures from the stated codes or standards. Aiso provide a critique for each nonconforming condition with the assigned O.D.item number. � �'�v.ra ' :.. . . , .+ INDEPENDENT TFSTING & INbPECTION SERYICES INC. 12084 VASEEN CT. CQNIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 2_20-08 Project: The Willows Location: �'��x�.x-��, �'�� Inspector: David L. Sturgeon � Tfiis report package contains information concerning specific ttsts and inspections of structurai steel welding, structural bolting, structural sprayed fireproofing, andlo�nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List af Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the praject. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel f�ee to contact ITIS at your convenience. �� David L Sturgeon President ICBO Certified Inspect 38247-85 AWS QC-1 #82122691 Resident Level III � r �w INDEFENDENT TESTING & INSPEG�ION SER�'ICES INC. ` 12084 VASEEN CT. CONIFER,COLORADO 8�433 303-674-7560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Data: 2-20--08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Arr Sri�r WP_�(�R Type of Component(ie:column,beam,girder,moment welds,etc.) AS RECOrded „ , „ , Applicable Code or Standard: AWS� IBC and Pr�jecr. Standardc AREAS 4F INSPECTION LevelorElevation: Levels 2 and 3 AISC Structural Bolted Cnnnpctinns Grid Line Location(s)encompassing the area(s)inspected/tested: A-D/9-1¢ � }�'"""�!! "" ` Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Insvections of the bo2ted connections find n� d�f i ci Pnr_i Pc_ Reinspections of Level Two connections in the area boun��;. by D-L/8-lfi find rhe reworked connections conformint�, Level or Elevation: Level 4 Beam to Embed Connections Grid Line Location(s)encompassing the area(s)inspected/tested: Cores 1 and 2 . . Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if appliCable. At the northeast corner,_„gf Core #1 th��nne _ .i on i� incompletea., At the north face of Core #2 the two W14 �,onnections are incompler_e. The connections were marked and reviewed with the erector and general contrartar Level or Elevation: Roof Beam to Embed Connections Grid Line Location{s)encompassing the area(s)inspected/tested: E,5 & 6 Pravide information re:conditions of nonconformance. Include the�.D.item number and attach a copy of the O.D.List if applieable. ITIS previouslv reoorted the W21 cQn ec ion incomnler.e dt�e to a missing embed. This visit finds the connection reworked. Three '{(4" dia�_ expansion anchors have been installed at the conne�tion angles. The direcr.;vP was not available for review. The G,C, is to provide the directive, and ITIS i - compare t e installed with the requirements af the directive. "� '��'�''` - , i .-_r INDEPENDENT TESTING & INSFECTIUN SERVICES INC. " 120$4 VASEEN CT. CONIFER,COLORADO 80433 303-674-75B0 FAX 303-674-7560 Page 3 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 2-20-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Arc Spot welds Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicabte Code or Standazd: AWS, SBC and Proi ect Standards AREAS OF INSPECTION Level or Elevation: Levels 3 and t+ De�ki ng ana HAQ , ��,.� Crrid Line Location(s)encompassing the area(s)inspected/tested: B-D/9-16 Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. The decking has been placed. No HAS have been insta�lPd_ The deck at both levels is covered. I`TIS will inspect the deck with the HAS when placed. Level or Elevation: . �, Grid Line Location(s)encompassing the area(s)inspected/tested: ' � � Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide informarion re: conditions of noneonformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. _ ��,r. . � _�. INDEPENDENT TESTING & INbFEG�ION �E1tYICES INC. 12084 YA$EEN C7. GONIFER,COI.ORADO 80433 303-674-7560 FAX 303-674-7560 Paga 1 of 3 OBSERVATION REPORT Ciient: Triumph DevelopmenC ITISJobNo. '•��-��i�r`� Date: 2-13-08 Project: `I'he Willows Location: Vail, CQ inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel �"� welding, structural balting, structural sprayed fireproofing, and/ar nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.d. List}. 1"he(').D. List will be cons�cutiveiy numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feef free to contact ITIS at y�ur convenience. P� �� ,� ,,�� "� �� ,��f i�avid L. Sturgeon ` President � ICBO Certified inspectar#1138247-85 AWS QC-1 #82122691 Resident Level ill ,�,: . . � _,� INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING InspectoT: David L. Sturrteon ITIS Job No. 08087-A Date: 2-13-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Arc Spot Welds Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, I$C and Proj ect Standards AREAS OF iNSPECTION Level or Elevation: Level 2 4 of S6.1:. Column Snlice Connections Grid Line Location(s)encompassing the azea(s)inspected/tested: 9-15/D-L and also Grid G/7-9 _ �..��,.�� Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Inspection of the field welded splices find the field welds undersized at all locati�ns. Levelor Elevation: Level 3 AISC and 7 of 55.0 Bolted Structural Framinra Grid Line Location(s)encompassing the area(s)inspected/tested: 9-16/D-L Provide information re:conditions of nonconformance. Include the D.D.item number and attach a copy of the O.D.List if applicable. The bolted, moment connections are incomplete. The # structural bolted connections viewed, with the above exception, were found conforming. Level or Elevation: Levei 3 Beam to Embed Connections Grid Line Location(s)encompassing the area(s)inspected/tested: Cores 1 and 2 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable._At the northease corner of Core #1, the embed connection web is not welded. The erector was informed. ITIS will follow up. , . . INDEPENDENT TESTING & INSPEG�ION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-67d-7560 FAX 303-674-7560 Page 3 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 0$0807-A Date: 2-13-08 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Arc Snot Welds . Type of Component(ie:calumn,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proj ect Standards AR.EAS OF INSPECTiON LevelorElevation: Level 1 through Roof Landing to CIP Grid Line Location(s)encompassing the area(s)inspectecUtested: Stair #4 � � *`��` + Provide infarmation re:conditions of nonconformance. Include the O.D.item nuxnber and attach a copy of the O.D. List if applicable. ITIS previausly reported incamplete cannections at the first landing. The connecCions have been reworked, and inspections, as well as an onsite ER review,: find the reworked installation conforminA. Level or Elevation: Garage Level Column ReinforcinR Steel Grid Line Location(s)encompassing the area(s)inspected/tested: i-14/A--L *'� ' � + Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy af the O.D.List if applicable. T�e reinf orcint� steel wrapping the steel columns has been placed. Some ad,�ustments for alignment are needed at each location. The rein£orcing steel was found conforming. Level or Elevation: Grid Line Location{s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attzch a copy of the O.D.List if applicable. - .. . � . � .r �..:`l:�t+ � � i IND►EPENDENT TESTING & INS�?'ECTION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6T4-T560 FAX 303-674-7560 Page 1 of 4 OBSERVATION REPORT Client: Triumph bevelopment ITIS Job No. 080807-A Date: 2-5-08 Project: The Willows Location: Vail, CO Inspector: David L, Sturgeon This report package contains inforrriation concerning specific tests end inspections of structural steel �� " ' ' welding, structural bolting, structural sprayed fireproafing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies" (O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questi�ns regarding the content of this report, please feel free to contact ITIS at your ' convenience. ' � � " ° ,. ,� t .-- ,� ,� � "�� '�+.�'�'�:w%'�_.--� � �� , David L. Sturgeon -' � � President ,� ICBO Certified InspecEOrr#1138247-85 AWS QC-1 #82122691 Resident Level I11 , ,, _��,.,,._�_�� . ...._.. T si�4 i�.�.., _ ...,.._.._ +Y_ ._.... ........ _._....._...._�. . . . "y INDEPENDENT TEsSTING & IN�+PECTION SERVICE�► INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 4 FIELD INSPECTIUN REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 2-5-08 Field Made Welds: X Shop Made Welds:___.__.__ Type of Weld Inspected:Fillet X Groove Other ____�............... ............... __ --__.._......._.._ ___ Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded __ Applicable Code or Standard: AWS, IBC and Pro�ect Standards ST� AREAS OF INSPECTION Level or E�evation: Level 3 Reinforcing, HAS and Decking Grid Line Location(s)encompassing the area(s)inspectedltested: U-L/9-15 �°t° ' Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy af the O.D.List if applicable. The girder line and stair #4, cornere drag bars were missing. THE HAS welds and quantities were faund confotming. STEEI. Level or Elevation: Level 1 to Roof Stair #4 Grid Line Location(s)encompassing the area(s)inspected/tested: ��.'.ar • Pravide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D.List if applicable. The first landing, wa11 connections were found incomplete. The remainng installations were found:conformi.ng. The erector was informed of the first landing connections needing rework. MASQNRY Level or Eievation: GaraAe Type W3 Wall Grid Line Location(s)encompassing the area{s)inspected/tested: Stair #1 South Wall _� _ __.__. �. ._._. _ ___ ._ ____ --- —._. ....._-- Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D,List if applicable. The constructian was six courses high.,The horizantal and vertical reinforcing steel was found conforming. — � ,�,_.�� INDFFENDENT TESTING & INSPEC'1'ION SERYICES INC. �` 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6�4-7560 FAX 303-6�4-7560 Page 3 of 4 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WEI,DING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 2-5-0$ Field Made Welds:�,_Shop Made Welds:. Type of Weld Inspected:Fillet X Groove Other -__.__.______�__.�..._.......__-_�__ __ Type of Gomponent(ie:column,beam,girder,moment welds,etc.) As Recarded Applicable Code or Standard: AWS. IBC and Project Standards �� AREAS OF INSPECTION Level or Elevation: Roof Beam to Embed Connections Grid Line Location(s)encompassing the area(s)inspected/tested: E.5 and 5.9 � ��, *� Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The cast-in embed is missin�. for the W21x44. The connec- tion is temporarily connected to a deck ledge embed. The G.C, was informed. STEEI, LevelorElevation: Roof AISC Structural Bolted Connections Grid Line Location(s)encompassing the area(s�inspectedltested: 1-8/C-K ,\r M i'° ' Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. At J and 7 a 6R connection lug far a W12x19 was relocated and is currently:not fully welded at the beam web. The bolts are installed at the connection. Some connections are yet to be complete. ITIS will £ollow-up. STEEL INF'ORMATION Level or Elevation: Roof 8, 9 and 10 of 55.8 Beam to Core Connections Grid Line Location(s)encompassing the area(s)inspected/tested: Grids 8 and 9 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the C?.D.List if applicable. The referenced connections are currently in nrocess, an¢ inspections will be conducted at a later date. r ►: . . INDEPENDENT TESTING & IN�PEC'i'ION SERVICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 4 of 4 F1ELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon TTIS Job No. 080807-A Date: 2-5-0$ Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet R Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Pro_iect Standards AR�AS OF INSPECTION STEEL Level or Elevation: Roof Roof Decking Grid Line Locatian(s)encompassing the area(s)inspected/tested: C-K/i-8 ° ., � Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D. List if applicable. Inspections of the installations find no deficiencies at this time. Additional inspections will be conducted when the snow subsides. Level or Elevation: Grid Line Locatian(s)encompassing the area(s)inspecteditested: a Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:couditions of nonconformance, Include ttte O.D. item number and attach a copy of the 4.D.List if applicabie. +�.. INDEPENDENT TE�TING & INSPEGTION �tERYICE� INC. " 12084 VASEEN CT. CONIFER,CO 80433 �303y 874-7650 FAX(303)674-7560 Page� " or ' FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector. David L. Sturgeon ITIS Job No: 080807-A Date: 11-1-07 Inspections of: Structural Steel Other CMU ReinforcinR Applicable Code/s or Standards: ACI IBC and Proi ect Standards AREAS OF 1NSPECTION CMIJ CONSTRUCTION 1 I�chanical fan shaft @ J & 6 (First 6 Courses) a) Reinforcing #�4 at 4' spacing b) Double #k4 at ends of wall c) Reinforcing at 26" (9 gage ladders) d) Bar positioners are called for at 200d. The wall fremes below structural beams and will be braced at beam. The base dowels are in the foundation at centers of dells. e) Openings greater than 4', 8 of S1.7, Calls for two #�4's top and bottom. List any departures from the stated codes or standards. Also provide a critique for each nonconforming candition with the assigned O.D.item number. 1) The frequency of the �k verticals is 4 feet. Bars were placed at each cell The reinforcing bars were adjusted to 4 foot centers. Subsequent to adjust�nts and a common understanding of the reinforcing required, the construction was found conforming. INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 4 OBSERVATION REPORT Ciient: Triumph Development iTIS Job No. 080807-A Date: 10-23-07 & 10-24-07 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding,structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please fee{free to contact ITIS at your convenience. / /� C�� David L. Sturgeon President ICBO Certified Inspector 1138247-85 AWS QC-1 #82122691 Resident Level 111 INDEPENDENT TE�iTING & IN�PEGTION lSERVICE�S INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 3tf3-8747560 FAX 303-6TM7560 Page 2 of 4 FIELD INSPECTION REPORT FORM IMTIAL VISUAL INSPECTION OF WELDING Inspector:_ David L. Sturgeon ITIS Job No.080807-A D$te: ��-�9-07 & 1�-24-(L Field Made Welds:�Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Arr . RQt Welda for n�k�g Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: at�G.,_.��„ A.,.� vr�3 e�+ cr9 ,� ,+ S� AREAS OF INSPECTION Level or Elevation: Le�ei 1 Strnrtnral Anl tPd ('.+�pCt10II3 Grid Line Location(s)encompassing the atea(s)inspected/tested: 9-171A-L Pravide inforniation re:conditions of nonconformance. IncIude the O.D.item number and attach a copy of the O.D.List if applicable. The structural bolted connections were viewe for c m 1 tion and conformance to AI criteria. Three connections require welding where bolts are missing These connections were marked and reviewed with the erector ��d GC for correction. STEffi. I.evel or Elevation: Level i 6 9f Sl 5 Beam to Embed Connecitons Grid Line Location(s)encompassing the area(s)inspected/tested: L, 14, 16, 17, A and B Including the Stiar and Elevator Corea Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The f ield welding of the embed connecitons was viewed and found conforming. STEEI. LevelorElevation: Level 1 Nucor Dwgs for Deck Gen Notes for HAS DeckinQ & HAS Grid Line Location(s)encompassing the area(s)inspected/tested: 9-17/A-L Pmvide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The side lap fastening was found incomplete; however. corrections were made and subsequent inspeciions fouttd the fastening conforming. The HAS were found confor�ing subsequent to rewelding of approzimately 20 HAS. INDEPENDENT TElSTING & INSPECTION SERVICE�S INC. 12084 VASEEN CT. CONIFER,CO 80433 f303�674-7650 FAX(303)674-7560 Page� ' ofl `' FIELD OBSERVATION REPORT bF ASSEMBLED COMPONENTS Inspector: David L. Sturgeon ITIS Job No: 080807-A pa�; 10-23-07 & 10-24-07 Inspections of: Structural Steei pthg� Rein orc ng teel Applicable Code/s or Standards: ACI, IBC and Proi ect Standards AREAS OF INSPECTION 1) Elevator Cores 2 and 3 from Level 1 to Level 3 - The reinforcing was placed in accordance with 7 and 8 of 53.2 , 5 and 6 of S3.1 and 1-4 of S3.i 2) Stair Core #4 Drag Bar Installation at the Northwest Corner, and Reinforcing per 13-16 of S3.3 3) Level 1 Deck Reinforcing per 11 of SS.O in the Area of D-J/14-17, Thru-deck Reinforcing per Typ. Det. 7 of 51.6, Girder Line Reinforcing per Typ. Detail on Structural Drawings. - WWF was placed in the area of A-L/8-14 List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D.item number. 1) - 3) At nearly all listed locations, some ad�ustments were made for clear- ances and positioning. Subsequent to all rework, the listed reinforced locations were found conforming. INDEPENDENT TESTING & IN�PEGTION SER�'ICE�t INC. 72084 VASEEN CT. CONIFER,CO 80433 (303)674-7650 FAX(303)674-7560 Page� " 01� w FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L. Sturgeon ITIS Job No: 080807-A Date: 10-23-07 & 10-24-07 Inspections of: Structural Steel Other Water ProofinA Applicable Code/s or Standards: Manufacturer's Installation Procedures AREAS OF INSPECTION Exterior foundation wall waterproofing with the TREM proof 160 end QSP draing system - The application of the spray-applied asphalt, emulsion membrane and QSP panels were found conforming at the following perimeter grids: A, R 1 and 9 The installations viewed were found conforming to the approved manufacturer's installation procedure. List any departures from the stated codes or standards. Aiso provide a critique for each nonconforming condition with the assigned O.D.item number. No departures vere observed. Note: The top two foeet of the north foundation wall beneath the driveway will be completed as work progresses. INDEPENDENT TESTING & INSPEGTION SER`'ICES 1NC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-8T4-7560 FAX 303-674T560 Page 1 of 3 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 10-16-07 & 10-18-07 Project: '�►e Willows Location: �$il, CO Inspector: David L. Sturgeon This report paCkage contains information conceming specific tests and inspections of structural steel welding,structurai bolting, structura!sprayed fireproofing, and/or nondestructive testing. The specific criteria utiGzed in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List}. The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will atso be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. _ " ,�` �tr�uC. ' David L. Sturgeon , President ICBO Cert�ed Inspecto 138247-85 AWS QG1 #82122691 Resident Level I11 INDEPENDENT TE�STING & IN►SPEGTION ISERVICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-5747560 FAX 303-674•7560 Page 2 of 3 FIELD INSPECTI4N REPORT FORM IMTIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon I'TIS Job No. 080807-A Date: 10-16-07 8 10-18-07 Field Made Welds: % Shop Made Welds: Type of Weld Inspected:Fillet % Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Pro.iect Standards ST�. AREAS OF INSPECTION LevelorElevation: .�evel 1 6 of 51.6 Beam to Embed Connections Grid Line Location(s)encompassing the area(s)inspected/tested: Grid 1/A-L, Grid K/1-7.5 and Grid A/1-7 and Elevator Landing 2 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The sin le and double an le web connecitons have been welded and inspection ound them conforming. O.D. item F-5 is now complete. STF.Ei. Level or Elevation: �vel 1 AISC, Structural Bolted Connections Cmd Line Location(s)encompassing the area(s}inspected/tested: A-L/8-17 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The previously noted, incomulete connections have been completed, and reinspections found the connections conforming. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 Vaseen Ct. Conifer,CO 80433 (303)674-7560 Faa(303)674-7560 Page 3 of 3 REINSPECTIONS Type of Reinspection: Visual X Torque Testing NDT Inspector: David L. Sturgeon TTIS Job No. 080807-A Date: 10-18-07 List items reinspected,referring to the O.D. item and the original date of reporting. Indicated if the reinspected item conforms to original project standards,modified standards or is accepted in the as- built condition. Conditions initially found in nonconformance to original project standards but subsequently are reviewed and accepted by the responsible authority sha11 have such acceptance in written form with written confirmation noted on this repart. O.D. ORIGINAL ACCEPTED BY CONFORMING DATE COMMENTS ITEM REPORT ENGINEERING REVIEW TO SIGNED DATE AS-BUILT MODIFIED STANDARDS OFF F-5 io-il-o� x io-is-o� F-4 10-11-07 X 10-18-07 INDEPENDENT TESTING & INSPECTION SERVICE►S INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-6747560 Page 1 oi 5 OBSERVATION REPORT Cifent: Triumgh Development RIS Job No. 080807-A Date: 10-11-07 Project: The Willows Location: Vail, CO ��5��. David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel welding,structural bolting,structural sprayed fireproofing,and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D.List wiil be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this repoR,please feel free to contact ITIS at your convenience. David L. Sturgeon President ICBO Cert�ed Inspecto 1138247-85 AWS QC-1 #82122691 Resident Level lil ATTACHMENT INDEPENDENT TE�STING & INISPECTION SERVICE�t INC. " 12084 VASEEN CT. CONIFER,COLORADO 80433 303-67M7560 FAX 303-6747560 Page 2 of 5 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon TTIS Job No. 080807-A Date: 10-i i-07 Field Made Welds:_C�Shop Madc Welds: Type of Weld Inspectod:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standatd: AWS, IBC and Project Standards STEEI, AREAS OF INSPECTION Level or Elevation: Level 1 Structural Bolted Connections Grid Line Location(s)encompassing the area(s)inspected/tested: 1-8/A-L Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Inspections of the structural bolted connections f ind the connections conforming. STEEI. I,evel or Elevation: �vel 1 6 of 51.6 Beam to Embed Connectiflns Crrid Line Location(s)encompassing the ar�a(s)inspected/tested: 1-8/A-L Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Th� double and sinrtle connection anttles at the framinst beam webs have not been welded. The general contractor Was informed. This has been entered on the attached O.D. List as item F-S. Level or Elevation: Level 1 Deckin Grid Line Location(s)encompassing the area(s)inspected/tested: 1-8 A-L Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The installation was found conforming. The previously noted deck deflections due to steel being stacked on the deck is not an issue. The decking liea flat and can be easily aelded to supports. The HAS are in process. INDEPENDENT TE�STING & INt�PECTION tSERYICEIS INC. 12084 VASEEN CT. CONIFER,CO 80433 (303)6747650 FAX(303)B74-7560 Page� 3 oA a FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L. SturQeon ITIS Job No: 080807-A Date: 10-11-07 Inspections of: Structural Steel Other ReinforcinQ Steel Applicable Code/s or Standards: A T,, IBC and Pr{�,j ect Standardg AREAS OF INSPECTION LEVEL 1 ELEVATOR CORE #3, Sectiqns 9, 10, 11 and 12 of 53.2 1) The placed reinforcing steel was viewed for conformance to the listed sections and general note requirments. List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) The reinforcing steel placements were found conforming. � INDEPENDENT TESTING & INSPECTION SERVICES TNC. i2osa vaa�n cw Conifer,CO 80433 (303)6747560 Faa(303)6747560 Page 4 of 5 REINSPECTIONS Type of Reinspection: Visuat X Torque Testing NDT Inspector: David L. SturAeon ITiS Job No. 080807-A Date: 10-11-07 List items reinsp�ted,referring to the O.D.item and the original date of reporting. Indicat�d if the reinspected item conforms to original prolect standards,modified staudards or is accepted in the as- built condition. Conditions initially found in nonconformance w original pmject standards but subsequently are reviewed and accepted by the responsible suthority shall have such acceptance in written form with written confirmation noted on this report. O.D. ORIGINAL ACCEPTED BY CONFORMING DATE CONIl��IENTS ITEM REPORT ENGINEERING REVIEW TO SIGNED DATE AS-BUILT MODIFIED STANDARDS OFF F-i io-s-o� x io-ii-o F-2 io-5-o� x io-ii-o F-3 10-5-07 X 10-11-0 En ineerin Review Atta ed INDEPENDENT TE�STING & INSPECTION lSERVICE�t INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6T4T560 FAX 303-6747560 Page 5 of 5 LIST OF OUTSTANDING DISCREPANCIES LOCATION The Willows - Vail, CO JOB NO. 080807-A DATE 10-11-07 1NSPECTOR David L. Sturgeon O.D. LIST PAGE 2 pF �-Soing DATE DATE REPORTED ITEM NO. OUTSTANDING DISCREPANCY ACCEPTED 10-11-07 F-5 Level� 6 of S1.6 - the beam single and doub an le connections need weldin in the area bounded by 1-8/A-L i � REQUEST FOR INFORMATION ��. R_A.NEL.SON ^� f i n s h u i 1 d s r s The wllows �e'��'�7 Pro�No:39-07-00 Page:1 of 1 RFI No.0056 T�T�-E:�South Waii Elsvatron PRIORITY: HiGH PRIORlTY TO: FROM: Resort Design Associates R.A.Neison 8 Associates PROCESS STARTED:8/29J2007 �^�er^ab°^ Jeremiah Wendeq QUESTION ENTERED:8R9/2007 AUn:Mike Wibox P.O.Drawer 5400 ANSYVER REQUIRED:9/5/'1007 30 Ber�chmark Road Suite 220 51 Eagie Road#2 RESPONSE WRITTEN: Avon,CO 81620 Avon,CO 81820 Phone:970 949 0899 Phone:870.748.5315 RESPONSE ENTERED: Fax:303 949 0933 Fax:970.949.4379 RFl CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST �MPACT:Yes-Work Impeded IMPACF: IMPACT: REQUE8T-FOR INFORMATION: , The sadh we�was po�xed 4'too bw. This means we have 4 sets of anchpr bolts too�py�r also. C.8 on 3 line.E on 1 line, F on 1 line,and H.3 0�2 fine. Along wNh ihe ar�w bolts we have 7 embeds in tlie wall low by 4". Fbw should we proceed with the above information so tl�at au s�el is at correct elevatlons7 PROPOSED 30LUTION: i Insfall bolt couplers a�nd ext�d fhe balts up. Add more tab al the piates. Straighten the dowels and bend into Ihe�eb deck #'" Requeated By:R.A.Nelson&Associates Date:St29/2007 Contaet:Jeremiah Wendell RFI ANSYVER: �r�posa.d sa�k'tiov, `�o ;�nS�o�� be�i� c,ec,,,�t,ers V�ex�¢r.a bol�s i,,,f, rs oK. SF+�w'o��n�-e�^ �c, d�we.l s and be.�..d �`to �nQ. s Iwb dQ,c.k �s OK ?'n s�o,�� 1�0.� 'b e,w.bes�s Pe.r- S S 1C05� a�'o�c�nes�. r�`�'�`� �!- �,:,.� K l.� g/so�o� (s�,��;e P;n�.� Mswered By:Reaort Design Associa�Intematian Date: Signed: Mike Wilt�x RFl ANSVYER iMPACT: Schedule Impact_No Cost Impaet:No Coat Maunt: yp,pp DisclaJmer.R.A.Nelson�Issocfetes (R.4NA) wfll not proceed on this matter uridl an acceptable solvtion fs a9�ed uPu+�between RANA md the project owner addr+sssing any and al/ poteirtial schedWe,budget and des/gn impacts. RA Ndaon d Associatas,lnc, aw.oar:aoueAe 51 Eagle RoaO X2/P.O Draxgr 5q00/Avon,Colprddo/81620/970.949.5162!Fax 970.949.4379 ram;��tt� i ,� �: 5/is —5�—V--� , , '. a rnrnu aa�Rm r/wACt rouRm + 4�LOW 4'Lp�y_ ANGLES PER 1YP DTCS: � MIGLE PER lYP DILS,• x � CONNECT TO BN PER CONNECT TO BM PfR 1YP. EMBED OTl. TYP. fMBfD D�C. 1YP. E�IIBfD IYP. EYBED INSTAtLED 4'LOW � W !NSlAILED 4'LOM' �, �Y' �, USE w/EXtSTING DOtI&f USE w/EXISTqV6 SINGLE ANCLE EMBED CONN. ANp.f EMBED CONN. , MODIFIED EMBED CONN. 1 SGILE: i z,•�p• mArr D�se�ipHen: YodVYe�aNed�mmeeMoiu dw to Ml�+wJA IemWqon+adl}orrN I'Iw.1V:IIIR SB iMM: YadS}S�d finM1 Dsfail Pro1= � �++ Na TJ7fI �10�&A�1tl1f�°1�°"' SSK05 wro oot.: a/so/o7 rn.: ssxoa er:s1ll+ ,.n..[r.....�..a..0 c.�«.ms� Dw Dotr. d 0 07 �(+M eo-xx r�:f.m�ss�-pu 9 /s/ SeoN: f'=/'-0" q�; ur.o�r.r.a+.�a ar...�w.w..�..w INDEPENDENT TESTING & IN�SPECTION �iERVICEiS INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-fi74-7560 Page 1 of 5 OBSERVATION REPORT Client: Triumph Development ITtS Job No. 080807-A Date: 10-1-07 & 10-5-07 Project: The Willows Location: �ail, CO Inspector: David L. Sturgeon This report package contains info�mation conceming specific tests and inspections of structurat steel welding, structural bolting, structura�sprayed fireproofing,and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutivety numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. �� David L. Sturgeon (�� President � ICBO Certified Inspect 138247-85 AWS QC-1 #82122691 Resident Level 111 INDEPENDENT TElSTING & INSPEGTION �SERVICE15 INC. '° 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-T560 Page 2 of � FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. SturAeon ITIS Job No. 080807-A Da�� 10-1-07 & 10-5-07 Field Made Welds:__g__Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: , AWS IBC and Proiect Standards^ �gi, AREAS OF INSPECTION L.evel or Elevation: Level 1 Decking Grid Line Location(s)encompassing the area(s)inspected/tested: out west - -- - --_. -- _ Provide infocmation te:condirions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The erector is stacking steel components on the Level 1 decking in such a manner as to cause the laid decking to bend upwarda at the ends. The general contractor was in�ormed. STEE[. Level or Elevation: Level 1 Column Base Connections Grid Line Location(s)encompassing the area(s)inspected/tested: C.8 & 2 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The column base connection is shi�ed With four inches (4") of multiple shi�s that are moving and need welding. This has been entered on the attached O.D. List as item F-1. STEFd. Level or Elevation: Level 1 Field Fia to Column Grid Line Location(s)encompassing the area(s}inspected/tested: D.9 & 7 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. At this location the elevation of the column connect�ens were adjusted. The fin plate weld was found conforming; however, the W30x90 connection angle, field weld needs rework for poor visual quality. This has been � entered on the attached O.D. List as item F-2. INDEPENDENT TE�STING & INt�PEGTION SERVICE�S INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 3 of 5 FIELD INSPECTION REPORT FORM IMTIAL VISUAL INSPECTION OF WELD�IVG Inspector: David L. Sturgeon IT'IS Job No. ��-� Date:10-1-07 & 10-5-07 Field Made Welds: % Shop Made Welds:__ Type of Weld Inspected:Fillet x Groove_ Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Pro�ect Standarda �� AREAS OF IIVSPECTION L,evel or Elevation: Level 1 Beam to Embed Grid Line Location(s)encompassing the area(s)inspected/tested: A-R/1-7 Provide information re:condirions of nonconfonnance. Include the O.D.item number and attach a copy of the O.D.L'tst if appliCable. The embed connection plates are welded; however. the beam web connections remain incomplete. Level or Elevation: Grid Line Loca6on(s)encompassing the area(s)inspected/tested: P'rovide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicabie. Level or Elevarion: Grid Line Location(s)encompassing the azea(s)inspected/tested: Provide ittformation re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. INDEPENDENT TEtSTING & INSPEGTION �tERVICES INC. � 12084 VASEEN CT. CONIFER,CO 80433 (303)6747650 FAX(303)6T47560 Page I 4 01� 5 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS InspeCtoC David i._ SturgPnn ITIS Job NO: 080807-A Dete: 10-1-07 & 10-5-07 Inspectio�s of: Structurat Stesl Other ReinforcinQ Steel Applicable Code/s or Standards: ACI. IBC �nd Proj ect Standards AREAS OF INsSPECTION 1) Foundation Wall, Eccentric, Reference 2 of S4.0, Grids D-F 2) Footing, Type F25C, Grids 17/D-F, D/16-17, 16/F-L and L/9-16 3) Foundation Walls, Grids 16/F-L and L/9-16 List any departures from the stated codes or standards. Aiso provide a critique for each nonconforming condition with the assigned O.D.item number. i) & 2) Ad�ustments to the reinforcing mats were made at corners. No other deficiencies were observed. 3) The placements were found conforming. INDEPENDENT TESTING & INSPECTION SERVICE►5 INC. 12084 VA8EEN CT. CONIFER,COLORADO 80433 303-6747560 FAX 303-6747560 Page_�of 5 L13T OF OUTSTANDING DISCREPANCIES LOCATION The Willows JOB NO. 080807-A DATE 10-1-07 & 10-5-07 INSPECTOR David L. Sturgeon O.D.LIST PAGE 1 OF On-going DATE DATE REPORTED ITEM NO. OUTSTANDING DISCREPANCY ACCEPTED 10-5-07 F-1 Level 1@ C.8 & 2 - the column base shim stack needs welded together 10-5-07 F-2 Level 1 at D.9 & 7 - the field adjusted and welded W30x90 connection is re ected for poo visual uality. This weld needs to be com- letel reworked. 10-5 7 G d G- o her locations - the cast-in embed lates do not match the framin beams. The �beds are approximately 4" low. 10-5-07 F-4 Foundation at approaimately C & 8 - the column base� anchor bolt nuts do not full engage the anchors. Plug welding may be a ood option. • INDEPENDENT TESTING & IN�PEGTION ►SERVICES INC. 12084 VASEEN CT. CONiFER,COLORADO 80433 303-6T4-7560 FAX 303-6747560 Page 1 of� OBSERVATION REPORT Cllent: Triumph Develovment ITIS Job No. 080807-A Date: 9-27-07 & 4--28-n7 Project: The W311ows Location: Vail CO Inspector: David L. Sturgeon This report package contains information conceming specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item tisted will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. David�rgeon � ' President ICBO Cert�ed Inspe r#1138247-65 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & IN�SPECTION �SERVICES INC. 12084 VASEEN CT. CONIFER,CO 80433 (303)674-7650 FAX(303)674-7560 Page� Z o11 2 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector. David L. SturAeon ITIS Job No: 080807-A Date: 9-27-07 & 9-28-07 Inspections ot: Structural Steel Other Reinforcinsz Steel Applicable Code/s or Standards: ACI. IBC and Proi ect Standards AREAS OF INSPECTION SITE FOUNDATION WALLS EAST SIDE 1) 2) 3) 4) All placemnents were viewed for con£ormance to the referenced sections and general note requirements. List any departures from the stated codes or standards. Aiso provide a eritique for each noncanforming conditio�with the assigned O.D. item number. 1) - 4) Clearances were addressed at the form, penetration bars were added at opening. Subsequent to the above rework, inspections find the placements conforming. .�: INDEPENDENT TESTING & INSPECTION SER�'ICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6747560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Cilent: Triumnh Develovment tTIS Job No. 080807-A Date: n-i�-n� R q-�n-m Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning spec�c tests and inspections of structural steel welding,structural bolting, structuraf sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(Q.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITtS at your convenience. __� � - -- Davi L. t rgeon �� President ' ICBO Certified Inspect #1138247-85 AWS QC-1 #82122691 Resident�evel III INDEPENDENT TEISTING & INSPECTION SERVICE�S INC. - 12084 VASEEN CT. CONIFER,CO 80433 (303)6747650 FAX(303�674-7560 Pagel l oA � FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L. SturAeon 171S Job No: 080807-A Date: 9-17-07 & 9-20-07 Inspections of: Structural Steei Other Reinforcing Steel Applicable Code/s or Standards: ACI. IBC and PRo_i ect Srandards AREAS OF INSPECTION 1) Foundation waterproofing of grid 1/A-K and on grid A/1-11 were viewed. The applications of the spray-applied coating and insulation boards were completed in a workmanship manner. Caltite concrete was used at A-B on 1-line. 2) Slab-on-grade, corner bars, reinforced or thickened slabs and the WWF were viewed. 3) Foundation footing, type-F25C at the northeast corner, 15-16 lines and apread footers FX12 at 13-14/A.5 and 8 of 54.0 vertical bars List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D.item number. 2) - 4) Some adjustments were made.. Corner bars were added and some hook bars were changed and reprositioned at the north wa11. Subsequent to all adjustmenta, the placements were judged as conforming. INDEPENDENT TE�TING & INI�PECTION ►SERVICES INC. 12084 VASEEM CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Client: Trfumph Development IT1S Job No. 080807-A Date: 9-11-07 & 9-13-07 Project• The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structurat steel wetding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. C'tliZG'� - — { /�-��-, David L. Sturgeon � ' President � ICBO Certified Inspector#1138247-85 AWS QG1 #82122691 Resident Level 111 �: INDEPENDENT TEtSTING & IN�SPECTION lSERYICE�t INC. 1Z084 VASEEN CT. CONIFER,CO 80433 (303)674-7650 FAX(303j 674-7560 Page� z otl 2 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L. Sturgeon ITIS Job No: 080807—A Date: 9-11-07 & 9-13-07 Inspections of: Structural Steel Other Reinforcinsc Steel Appiicable Code/s or Standards: ACI, IBC and Pro9 ect $tandards AREAS OF INSPECTION FOUNDATION 1) Walls @ grid R/1-6.5 and 6.5 @ R 2) Stair �4 Walls from 86' — 99'-06+�" 3) Foundation stem walls, West side 4) Spread footer @ gr3d D (F-70), D.7 (F-65) and grid G (F-95) List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D.item number. 1) — 4) Some ninor ad�ust�nts were made for clearances at each of the listed locations. Subsequent reinspections find the placements conforming. �. INDEPENDENT TESTING & IN�tPEGTION SERYICES INC. 12084 VA3EEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Client: Ti�iumvh Develoument ITIS Job No. 080807-A Date: 9-5-07 Project: The Willows Location: �ail, CO Inspector: David L. Sturgeon This report package contains ir�formation concerning specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be tTIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions�egarding the content of this report, please feel free to contact ITIS at your convenience. David L. urgeo President tC60 Certified Inspector 38247-85 AWS QC-1 #82122691 Resident Level 111 INDEPENDENT TEBTING& INSPEGTION�SERVICEi5 INC. - 12064 VASEEN CT. CONIFER,CO 80433 (303)674-7650 FAX(303)8747560 Page� 2 ofl 2 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONEN73 lnspector. David Sturgeon, Jr. ITIS Job No: 080807-A pate: 9-5-07 Inspections of: Structural Steel Other Rebar Mats and Walls Appticable Code/s or Standards: ACI IBC and AWS AREAS OF INSPECTION FOUNDATION 1) Wall footers on K-line from 1 - 6.5 lines SPREAD FOOTERS 2) One F80 @ J-line and 7 3) One FSO @ K-lin and 7.2 4) One FX24 @ K-line and S-9 List any departures from the stated codes or sta�dards. Aiso provide a critique for each nonconfaming condition with the assigned 0.0.item number. 1) The rebar hook bars were placed improperly. Fixes vere made, and subsequent inspections found the work conforming. 2) - 3) The footers vere inspected and found conforming. 4) The footer was found in compliance. A second layer of /9 hook bars was missing for continuation pour. ITIS conducted subsequent inspections and found the 1�9 �issing bars addressed. No further deficiencies were noted. � INDEPENDENT TESTING & IN�SPECrION SERVICES INC. 1Z084 VASEEN CT. CONIFER,COI.ORADO 80433 303-6747560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT C11ent: Triumph Development ITIS Job No. 080807-A Date: 8-30-07 ProJect: The Willows Location: Vail, CO Inspector: David L. Sturgeon, Jr. This report package contains information conceming specific tests and inspections of structural steel welding,structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The speci�c criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individua( item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact 171S at your conven' nce. �—_ � �--- � David L. Sturgeon j President ICBO Cert�ed Inspedor#1138247-85 AWS QG1 #82122691 Resident Level III ... INDEPENDENT TESTING & INSPEGTION �iERVICElS INC. " 12084 VASEEN CT. CONIFER,CO 80433 (303)6747650 FAX�303)674-7560 Page I � of� � FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS inspector. David L. Sturgeon ITIS Job No: 080807-A Date: 8-30-07 Inspections of: Structural Steei Other Rebar Mats and Walls Applicable Code/s or Standards: ACI AWS IBC and Proi ect Standards AREAS OF INSPECTION FOUNDATION LEVEL 1) Elevator 1, D.1 @ 10-Line (1, 2, 3 and 4 of 53.1) 2) Elevator 2, G@ 10-Line (5 and 6 of S3.1 and 7 and 8 of S3.2) 3) Elevator 3, F@ 6-Line ( 9, 10 11 and 12 of S3.2) FOUNDATION TO FIRST LEVEL 4) Wall A@ 1-7 Lines (2 and 5 of S4.0 5) Wall A@ 7-11 Lines (1 of S4.0) SPREAD FOOTERS 6) FSO Footer D.8 @ 5.5 Line List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) - 3) The rebar was viewed, and no deficiencies were noted. 4) & 5) Rebar was adjsuted for clearance issues. Subsequent inspections found the clearance issues resolved. No other deficiencies were noted. 6) The spread footer was viewed, and no deficiencies were noted INDEPENDENT TE�STING & INt�PECTION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO SU433 303-6T47560 FAX 303-674-T560 Page 1 of 2 OBSERYATION REPORT Client: Triu�ph Develovment ITIS Job No. 080807-A Date: 8-22-07 & 8-24-07 Project: 'The Wi llows Location: �a i 1, CO Inspector: �8vid Sturgeon, Jr. This report package contains information conceming specific tests and inspections of stn.�ctura�steef welding,structural bolting,structurai sprayed fireproofing,and/or nondestructive testing. The spec�c criteria utilized in judging the degree of confortnance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List}. The O.D. List wil!be consecutively numbered for each page issusd throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your conveni . � ,�- k�'� David L.Sturgeon President ICBO Cert�ed Inspector 38247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & IN�PEGTION lSERYICES INC. 12084 VASEEN CT. CONIFER,CO 80433 (303)6747650 FAX(303)674-7560 Page� Z ofl L FIELD OBSERYATION REPORT OF ASSEMBLED COMPONENTS Inspector: David Sturgeon, Jr. ITIS Job No: 080807-A p�: 8-22-07 & 8-24-07 Inspections of: Structural Steel Other Reinforcing Steel Appiicable Code/s or Standards: ACI IBC and Proiect Standards AREAS OF INSPECTION SPREAD FOOTERS The spread footers wer jduged for conformance to the spread footer schedule. 1) 10-line @ D1.1, FX24 2) 10-line @ F, FX24 FOUNDATION FOOTINGS The footer section were �udged to 1, 2 and 5 of S4.0 3) B-line, 7-11 List any departures from the stated codes or standards. Also provide a critique for each nonconforming cortdition with the assigned O.D. item number. 1} and 2) The spread footers were ad�nsted for clearance and standing water issues were resolved. Subsequently. the area was found conforming. 3) The footer sections were adjusted for clearance. Subsequent to the work, the area wae found conforming. INDEPENDENT TESTING& IN�tPEGTION tSERVICE►5 INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT CIieM: Triumph Development ITIS Job No. 080807-A Date: 8-17-07 Project: Tt►e ilillow Location: Vafl, CO Inspector: David L. Sturgeon This report package contains information conceming specffic tests and inspections of structural steei welding,structural bolting,structural sprayed fireproofi�g,and/or nondestruotive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D.�ist). The O.D.List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report,please feel free to coMact ITIS at your convenience. f _ avid L.Sturgeon Presiderrt ICBO Cert�ed Inspect #1138247-85 AWS QC-1#82122691 Resident Level III INDEPENDENT TESTING & INSPECTIUN SERVICES INC. 12084 VASEEN CT. CONIFER,CO 80433 (303)6747650 FAX{303)674-7560 Page� 2 of� 2 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS David L. Sturgeon, Inspector: David Sturgeon, Jr. ITIS Job No: 080807-A Date: 8-17-07 Inspections of: Structural Steei Other Reinforcing Applicable Code/s or Standards: ACI. IBC and Proi ect Standards AREAS OF INSPECTION FOUNDATION FOOTING - The footer sections were judged to 1, 2 and S of S4.0 1) On 2 line, A-K 2) On A-line, 1-6 SPREAD FOOTERS - ,judged for conformance to the spread footer schedule 3) F-70 @C & 7.8 4) F-60 @ B.5 & 10 MAT FOOTINGS - �udged for conformance to footing and mat schedule 5) On 10 line @ D.1 6) On 10 line @ F List any departures from the stated codes or standards. Aiso provide a critique for each nonconforming condition with the assigned O.D. item number. 1) and 2) Clearances were adjusted, and corner bars were added. 3) and 4) The column anchorages were not set; however, the reinforcing rt�ats were installed. 5) and 6) The mat reinforcing steel had been tied but not placed. The pour schedule was maved, and these areas are to be inspected on 8-20-07. 1 - 4) Subsequent to all adjustments and rework, the listed placements were judged as conforming. INDEPENDENT TE�STING & IN�iPEG'1`ION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303�74-7560 FAX 303-674-7560 Page�_of 2 OBSERVATION REPORT Client: Triumph Development ITIS Job No. 080807-A Date: 8-8`07 & 8-10-07 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon, Jr. This report package contains information conceming specific tests and inspections of structural steel weiding, structural bofting, structurai sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. list). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. tf there are any questions regarding the content of this report, please feel free to contact ITIS at your convenie . �i • David l.Sturgeon President ICBO Certified Inspector#1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & IN�tPEGTION �SERVICES INC. 12084 VASEEN GT. CONIFER,CO 80433 (303)6747650 FAX(303}674-7560 Page I L o1l � FIELD OB3ERVATION REPORT OF ASSEMBLED COMPONENTS Inspector. David L. Sturgeon, Jr. ITIS Job No: 080807-A Date: R-a-m R R-t o-07 InSpeCtiOnB Of: StrUCtufdl St@BI Othef Reinforri n� StPPI Applicable Codels or Standards: ACI. IBC and Proj ect .C+tandarde AREAS OF INSPECTION 1) Foundation Footings, A-L on South Side, and on A-lineJl-7 East - Sections 12 and 5 of 54.0 and General Notes were used. 2) Spread footers One (1) Type F-55 @ C.2 & 3 Two (2) Type F-60 @ B & 6 and C.3 & 6 Two (2) Type F-70 @ D & 6.5 and C.3 & 7 One (1) Type F-75 @ D & 7 The spread footer schedule and General Notes were used. List any departures from the stated codes or standards. Also provide a critique for each noncanforming condition with the assigned O.D.item number. 1) & 2) Some adjust�nts for clearances were made, and corner bars were added at turns. Subsequent to the rework, the listed placements were judged as conforming. k ... 't � INDEPENDENT TE�tTING & IN�PEGTION SERVICE�i INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674756d FAX 303-6747560 Page 1 of 2 OBSERVATION REPORT Client: Triumoh Develoument ITIS Job No. 080807—A pate: 1-15-08 Project: The Willows Locatio�: �ail, CO Inspector: David L. Sturgeon This report package contains information concerning spe�c tests and inspections o1 structural steel welding, structural bofting,structural sprayed fireproofing, andlor nondestructive testing. The spec�c criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. lf there are any questions regarding the conient of this report, pfease feei firee to contact iTIS at yaur convenience. / ' � David L. Sturgeon President ICBO Certified Inspect 1138247-85 A'V1iS t�C-1 #821226�i Resident l.evel Ili � '� INDEPENDENT TESTING & INSPEGTION SERYICES INC. ` 12084 VASEEN CT. CONIFER,COIORADO 80433 303-674-7560 FAX 303-6747560 Page 2 of 2 FIELD INSPECTION REPORT FORM I1vITIAL VISUAL INSPECTION OF WELDING �p��r; David L. Sturgeon ITIS Job No. 080807-A D�; 1-15-08 Field Made Welds:_X_Shop Made Welds: Type of Weld Inspected:Fillet g Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard:__ AWS, IBC and Pro�ect Standsrds �SP�� AREAS OF INSPECTION Level or Elevation: Level 2 AISC Structural Bolted Connections Grid Line Location(s)encompassing the azea(s)inspected/tested: 1-9/B.S--R Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The previously noted, incomplete connections have been comaleted, and inspections find the work conforming. Level or Elevation: Roof Welded Beam to Embed Connections Grid Line Location(s)encompassing the area(s)inspected/tested: Cores 2, 3 and 4 Provide informarion re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The f feld welded connections were viewed and f ound con- forminR. The previously noted, incomp�ete rafter to embed eonn�ctions at the snuth:facie of core #3 have been completed� also, and found conforming. Level or Elevation: Roof DeckinR and Bent Plate Grid Line Location(s)encompassing the area(s)inspected/tested: C-H/Grids 1, 2 and 3 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. �e installation is in process with much snow on the roof which precluded further inspectione. TTIS will follow up. � INDEPENDENT TESTING & IN�PEGTION SERVICElS INC. 12084 VASEEN CT. CONIFEIt,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page i of 2 OBSERVATION REPORT Clfent: Triumph Development ITIS Job No. 080807-A Date: 1-8-08 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information conceming spec�c tests and inspections of structural steel wefding,structural bolting,strudural sprayed fireproofing,and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued through4ut the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report,please feel free to contact ITIS at your conve C'e) � i David L.Sturgeon President ICBO Certified Inspe r#1138247-85 AWS QG1#82122691 Resident Level III INDEPENDENT TESTING & IN�PECTION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6747560 FAX 303-674-7560 ' Page 2 of 2 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturs�eon ITIS Job No. 080807-A Dabe: 1-8-08 Field Made Welds: �X Shop Made Welds: Type of Weld Inspected:Fillet x Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS. IBC and Pro�ect Standards AREAS OF INSPECTION Level or Elevation: Level 2 AISC Structural Bo2ted Connections Grid Line Location(s)encompassing the area(s)inspected/tested: 9 to 15 Linea/A-L Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Sia connections wer reviewed with the general contractor and were marked for comp et on. Level or Elevation: Level 2 6 of S1.6 Beam to Pmbed Connections Grid Line Location(s)encompassing the area(s)inspected/tested: Core �1 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The previously aated. incomplete connections have been welded, and were found conforming. Level or Elevation: Level 1 6 of 51.4 Column Base Connections Grid Line Location(s)encompassing the area(s)inspected/tested: C & 12.8 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. One anchor rod is not properly aet. There is apnroaimatelv 8-10" of projection, and the anchor rod nut is stuck 2" dorrn from the top of the rod. The location was marked, and was also reviewed rrith �he general contractor. INDEPENDFNT TESTING & I1ITSPECTII�� SER`'ICES Ii�TC. 72084 VASEEN CT. CONIFER,COl4RA�34 8Q4�3 303-674-756Q �AX 34�;�_6?�-756U Paqe_ 1 of 4 A�S�ERVATl014 REPQl�T Ciient: �'riumph Developmenty_ __.__ ITIS Job No. � Date �,-2-0F3,_,R (-3-OR .�2�.�27_-A.m__ ' Q�ale�=: The Willows Lacation: Vail, C� Inspector: David L. SturgeUn This report package contair��s inf�rrt�atir��i c�nc;erning specifiic tests ana inspections of structurai steei welding, structural bolting, structural sprayed firepraofing, andlor nondestructive testinq. The speciric criteria utilized in judging the degree of conformance for each area of inspection are contained on each individua{ inspection for�n Aisa inciud�d may be iTIS'"List of Oufstanding Discrepancies"(O.D. Listy. The O.D. List wiil be consecutiveiy numbered for each page issued throughout the duration of the project. Each individuat item lisied will aiso be consecutively numt�ered. If there are any questions regardin�j the content of fhis report, please fee(free to contact ITiS ai your corvenience. /r-- . J _ �--- �Cl � -<�- �� - ��r�iffi`.-�-/ David !. 5t��rgeon � President �� ICBO Certified lnspector#1138247-85 AWS QC-1 #82122691 R,gci�ant�e��gl I�I INDEPENDENT TESTING & IN�SPECTION SERVICES INC. ; 12084 VASEEN CT. CONIFER,COLORADO 80433 303�74-7560 FAX 303-674-7560 Page 2 of 4 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 1-2-08 & 1-3-08 Field Made Welds: % Shop Made Welds: Type of Weld Inspected:Fillet R Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded ___ _ ____ _ _ _ Applicable Code or Standazd: AWS, IBC and Proiect Standards. ��' AREAS OF 1(I�TSPBCTIQN Level or Elevation: Level 2 AISC S rnrtnrgl 07 d onn c i nnc Grid Line Location(s)encompassing the area(s)inspected/tested: A-L/9-16 Provide information re:conditions of nonconformance. Include the O.D. item number and attach a copy of the O.D. List if applicable. Inspettions of the structural, bolted connections find seven 10cat3�ns w�iere b�lts are q�tssiag qr apt tenstaned. Ail lacattons were clesrlv marked for correction, and were reviewed with the G.C. also. �.�T, Level or Elevation: ��e1 2 6 of 51.6 Beam to Embed Connections Grid Line Location(s)encompassing the azea(s)inspected/tested: Care 1 Provide information re:conditions of nonconfornnance. Include the O.D. item number and attach a copy of the O.D.List if applicable. Si a of � ;Q i n mm�i PrP Ar r t�4 er �prr+ �� thrcn beam conaections reduire additional weldinsz All locations_wer�7 ar marked �or correction and reviewed with the G.C, also. S�I= Level or Elevation: Roof S � Fram�ng Grid Line Location(s)encompassmg the azea(s)inspected/tested: 1-7/B.�-R _ ___-- ---- _ _ -- rovi e ormation re:conditions of nonconfoz�rixance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Framiag of the roof steel is approximately S0� ��p1 ;n the listed area. Bolted and welded connections are not vet camplete TT7R ;a tp oms ect wjem cp, ;ete/ .�.___.__�_.__.___._.�__� INDEPENDENT TESTING & INSPEGTION ►SERVICE�S INC. � 12084 YASEEN CT. CONIFER,CO 80433 (303)6747650 FAX(303)674T560 Page I j o11 4 FIELD OBSfRVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L. Sturgeon ITIS Job No: 080807-A Date: 1-2-08 & 1-3-08 Inspecctions of: Structural Steei Other ReinforcinA Steel Applicable Code/s or Standards: ACI, IBC and Proiect Standards AREAS OF INSPECTION 1) Level 3/4, Elevator Core Reinforcing Steel per 1, 2, 3-and 4 of 53.1 List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) One corner bar was found missing and was placed. The listed placement was j udged as conf ormi.ng. '� INDEPENDENT TE�tTINt�& iNSPEGTION ISERVICEl3 INC. 12084 VA3EEN CT. CONIFER,C�LORADO 80433 303-674-7560 FAX 303-6747560 Page 4 of 4 ITIS Job No. 080$6T-T FIELD APPLIED STRUCTURAL STEEL FIREPROOFING INSPECTIONS The following listed levels and areas,as described herein,were inspected and tested in accordance with ICBO 7-6. 1-2-OS & Date: i-3-08 Type of Fireproofing Material Inspected: IrIX-6 Level of Inspection: Level 1 through Level 4 AteaInspected: 1-9/A-L At Level 1 the temp office area is exleded for now COMPONENT TESTED U.L.DESIGN/RATING REQUIRED THICKNESS 1� Beams D-779 1 Hr. 1/2" and 1" at L-1 2. 3. 4. 5. 6. List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conformance to ICBO 7-b requirements and project standards,as applicable. The level 2 deficienciea reported 12-26-07 remain incomplete. The pplications at Levels 2, 3 and 4 were found substantially complete with only a few flutes requiring patching which fs to be completed later. List areas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L.DESIGN l. 2. 3. INDEPENDENT TESTING & INSPECTION SERVICES INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 3 OBSERVATION REPORT Client:__ Triumph Development ITIS Job No. 080807-A Date: 12-26-07 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structurat steel welding, structural bvlting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also ineluded may be ITIS' "List of Outstanding Discrepancies"(O.D. List). The O.D, List will be consecutively numbered for each page issued throughaut the duration of the project. E�ch individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. G�cltd�i�� - David L. Sturgeon President ICBO Certi�ed Ins #1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & IN�tPECTION SERYICEiS INC. ! 12084 VASEEN CT. CONIFER,COLC)RADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL MSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A Date: 12-26-07 Field Made Weids: � Shop Made Welds: Type of Weld Inspected:Fillet� Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS. IBC and PrnjP��,�tandards AREAS OF INSPECTION Level or Elevation: �qel 2 9 and 10 of S5.0 Shear Tab Moment Connecti�n,c Cmd Line L,ocation(s)encompassing the area(s)inspected/tested: 5 & 5.5 on A-line Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. ITIS previously reported unwelded connections_ On thi c date, reinspectiona find the connections comnlete �nd rnnfnra�ino L,evel or Elevarion: Infor�atton Grid Line Location(s)encompassing the area(s)inspected/tested: North of line Provide information re:conditions of nonconformance. Include the O.D.item r�umber and attach a copy ofthe O.D.List if applicable. Tt►e framing is beinQ set: however� thP ,��T� Ar rnnno�ti nn is not yet complete. ITIS will folloW up as the work vrostresses Level or Elevation: Grid Line Locarion(s)encompassing the area(s)inspected/tested: Provide informarion re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicabte. INDEPENDENT TE�tTIN(�& INtSPEGTION lSERVICE15 INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-6747560 Page 3 of 3 ITIS Job No. 080807-A FIELD APPLIED STRUCTEIRAL STEEL FIREPROOFING INSPECTIONS The following listed levels and areas,as described herein,were inspected and tested in accordance with ICBO 7-6. Date: 12-26-07 Type of Fireproofing Material Inspected: MK-6 Level of Inspection: Level 2 Ares Inspected: A-L/1-9 Besms COMPONENT TESTED U.L.DESIGN/RATING REQUIRED THICKNESS 1. �� D-779 1 Hr. 1/2" 2. 3. 4. 5. 6. List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conformance to ICBO 7-6 requirements and project standards,as applicable. The referenced area was reinspected where the applications were previouslv found incomplete xith dropouts, slides, open beam flutes and low coveraste This reinspection finds the rework approximately 95� complete and conforming List areas by grid line and level where density samples for!ab testing were temoved. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L.DESIGN 1. 2. 3. INDEPENDENT TESTINt� & IN�PEGTION SERVICES INC. 1Z084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-T560 Page 1 of 2 OBSERVATION REPORT CUent: Triumph Development ITIS Job No. ��$Q�'A Date: 12-10-07 Project: The Willows Location: �ail, CO Inspector: David L. Sturgeon This report package contains information concerning speci�c tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestnactive testing. The specific criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. � � f � David L. Sturgeon /� President v � ICBO Cert�ed Inspedor#1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TEtSTIN(�& INtSPECTION�SERVICEtS INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-6747560 Page 2 2 of ITIS Job No. 08� FIELD APPLIED STRUCTURAL STEEL FIREPROOFiNG INSPECTIONS The following listed levels and areas,as described herein,were inspected and tested in accordance with ICBO 7-6. Da�; 12-10-07 Type of Firepmofmg Material Inspected: A'4C-6 Level of Inspection: Level i/Level 2 Area Inspected: A-R/1-8 COMPONENT TESTED U.L.DESIGN/RATING REQUIRED THICKNESS l. $e� D-779 1 Hr. 1/2" 2. 3. 4. 5. 6. List any deficiencies noted that do not conform to ICBO 7-6 requirements and assign an O.D.item number. All other listed areas of inspection were found to be in conformance to ICBO 7-6 requirements and project standards,as applicable. The initial application has started. A scratch coat has been applied and, at this ti�e, the application- appears to be progressing nicely. ITIS will follow up as wark progresses. List azeas by grid line and level where density samples for lab testing were removed. Results of the densities will be reported separately upon completion. LEVEL GRID LINE COMPONENT U.L.DESIGN 1. 2. 3. INDEPENDENT TESTING & IN�PEGTION SERVICE�S INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 oi 3 OBSERVATION REPORT Client: Trium�h Develonment ITIS Job No. 080807-A Date: 12-5-07 Project: The Willows Location: Vail, CO I�spector: David L. Sturgeon This report package contains information concerning specific tests and inspections of structural steel wetding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of conformance for each a�ea of inspection are contained on each individual inspection form. Alsa included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbe�ed for each page issued throughout the du�ation of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. 6t,v� • �r�L David L. Sturgeon President ICBO Certified Insped 138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TEtSTING & INSPECTION �SERYICEtS INC. ` 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6T47560 FAX 303-674-7560 Page 2 of 3 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. Q80807-A Date: 12-5-07 Field Made Welds: % Shop Made Welds: Type of Weld Inspected:Fillet 7� Groove Other Arc Spot Welds Type of Component(ie:column,beam,girder,moment wetds,etc.) � Recorded Applicable Code oi Standard: AWS IBC and Proiect Standards AREAS OF INSPECTION Level or Elevation: Level 3 HAS: DeckinA�nd ReinforcinQ Grid Line Location(s)encompassing the area(s)inspected/tested: A-L/i-8 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. At C & 5 14 of S5 0 the reinforcina bars aere mis�laced. and will be dowelled into the slab when the balcoafes are ooured With some minor corrections made, the listed $r�, with the eacluaion of the balconv were found conforming. Level or Elevation: Level 4 AISC StructurgL Bolted Connections Grid Line Location(s)encompassing the azea(s)inspected/tested: A-L/1-8 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. At two locations, C.7 & 5 and G & 8. the bolted connections are incomplete. Both locations were reviewed with the Aeneral contractor for correction. Level ot Elevation: Level 4 Beam to Embed Welded Connections Grid Line Location(s)encompassing the area(s)inspected/tested: Corea 1, 2, 3 and 4 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if appliCable. The connec�ions were viewed and found conformina. INDEPENDENT TE�STING & Il�ISPECTION �SERyICES INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-87M7560 Page 3 of 3 FIELD INSPECTION REPORT FORM I1�TITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon TTIS Job No. nRnRm-A Date: 12-5-47 Field Made Welds:�Shop Made Welds: Type of Weld Inspected:Fillet % Groove Other Are sn�r �►pi aR Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS. IBC and PFoject Standardc AREAS OF INSPECTION Level or Elevation: __ I.evel 1 Svraved Fire Resistant n r�al (SFRM,L_ Grid Line Location(s)encompassing the area(s)inspected/tested: 1-8/A-L Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. In preparation for the aDnlication of sprayed fi rP rsaci er � material, substrate iA8D2Ct10A9 were conducted NO defi i *+�ir+s rrPrs+ nh eT a __ and the surfaces were auproved for aDplication ITIS reQues P� p �opy nf rhP SFRM approved submittal. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable._ _4 INDEPENDENT TE�STING& IN`SPEGTION SERVICE�S INC. 12084 VASEEN CT. CONIFER,COLORADO $0433 303-B74-7S60 FAX 303-674-7560 Page 1 of 2 OBSERVATION REPORT Client: Triumph Develop�ent ITIS Job No. 080807-A Date: 11-30-07 Project: The Willows Loeation: Vail, CO Inspector: David L. Sturgeon This repoR package contains information concerning specific tests and inspections of structural steel welding,structural bolting,structurai sprayed fireproofing,andlor nondestructive testing. The spe�c criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection fortn. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D.List). The O.D.List wiU be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report,please feel free to corttad ITIS at your conveni�ace � , _ ... __ _ David L.Sturgeon �'�� President ICBO Certified Insped�sc,�P 138247-85 AWS QC-1#82122691 Resident Level III INDEPENDENT TESTING & IN�SPECTION ISERVICES INC. � 12084 VA3EEN CT. CONIFER,CO 80433 (303)674-7650 FAX(303j 674-7560 Page� ` otl � FIELD OBSERVATION REPORT OF ASSEMB�ED COMPONENTS Inspector: David L. Sturgeon ITIS Job No: 080807—A Date: 11-30-07 Inspections of: Structural Steei Other Masonrv Applicable Code/s or Standards: aCI, IBC and Proiect StandardG AREAS OF INSPECTION MASONRY 1) Garage Area,Foundation, Grid 8/I�G.— 8" wall, Type W3 List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D. item number. 1) The reinforcing steel pl$cement and dowelled vertical bars were found con— forming. t KL�A, Inc. j`� Structural Engineers and Builders 4412 W.Eisenhow�r Blvd,Suite 200 Loveland,Colorado 80537 Ph:970.667.2426 Fax:970.667.2493 Field Observation Report # 2 Project: Willows Date: November 27,2007 weather: Time: 1:00-3:OOpm Sunn &Cool Company: On Site Personnel: Distribution: KL&A Ste hanie Pinon x Contractor Justin/Jeremiah/Paul x Architect x Other Action Req'd By Recipient: Information only: Unless not�ed in writing within 7 days of the "date of inemo"it shall be assumed that the recipients are in agreement with the contents of this memo.Arry discrepancies with the following information and arry attachments should be brought to the attention of the sender. This record i not verbatim, but clariftes architectural,structural, and other comments and will be used to inform irrvolved parties that noted decisiorts will proceed as indicated by this document and aray attachments Comments: Ref Photo# I arrived on site to observe progress and address any possible structural issues. I observed the level of progress. Composite slab is placed for all of 1 st floor, south half of 2nd floor,and south half of 3rd floor. Steel is being erected for south half of 4th floor. The 2nd and 3rd floor slabs were poured short in quite a few places. Each location was discussed with RANA. See following for locations and f�es. FOR 2 071127 KL&A, Inc. Page 1 of 4 • KLF�'A, Inc. �1� Structural Engineers and Builders 4412 W.Eisenhower Blvd,Suite 200 Lovetand,Cobrado 80537 Ph:970.667.2426 Fax:970.667.2493 Field Observation Report # 2 1. Cantilever slab to the west of Grid K was not poured far enough north(see attached photo, on 2nd floor). An angle frame will need to be added at north end of added slab per 13/55.0. photo#20 Dowels will need to be drilled and epoxied into existing slab to the south and east-(2)#3 bars into each slab side with 4" embedment. Missing slab will need to be formed and poured. 2. Cantilever slab between Grids 4& 5 just west of Grid C was not poured far enough to the west - approx. 8" short(see attached photo,on 2nd floor). Dowels will need to be epoxied into photo#23 existing slab to the north and east- (1)#3 into slab to the north and(2)#3 into slab to#he east,all with 4" embedment. Missing slab will need to be formed and poured. 3. Just east of Grid E and between Grids 6.5 & 7 on both 2nd and 3rd floor,the slab edge is approximately 8" short. On both floors add angle frames as needed to form the added slab. Dowel into existing slab with(3)#3 bars with 4" embedment. 4. In many locations, slab edge not correct- light gage track only on 3" of concrete instead of 5" (see attached photo); see 2/S5.0 for typ. slab edge detail. This occurs on both 2nd and 3rd floor. In all of these locations,track must be attached to slab more photo#18 to the inside of the track instead of center of track. When jamb & SSK29 studs occur at these locations attach horizontalleg of AL600 according to attached sketch, SSK29. 5. The 3rd floor slab edge below the light gage bearing wall west of Grid K between Grids 6&$was poured short approximately 3" (similar to item#4 above). Due to the bearing wa11 above in this location, a 3x3x1/4 angle needs to be added to help support the wall. Stitch weld to existing slab edge bent plate. FOR 2 071127 KL&A, Inc. Page 2 of 4 t KLf�A, Inc. � 5tructural Engineers and Builders 4412 W.Eisenhower Bivd,Suite 200 Loveland,Colorado 80537 Ph:970.667.2426 Fax:970.66Z2493 Field Observation Report # 2 I discussed the light gage wall on the north side of Stair#6 with Justin and Jeremiah. This wall will be balloon framed and is to attach to the beams/slabs at the stair landings. I discussed the need for bridging with Justin and Jeremiah as I did not see any bridging for any of the wa11s. I told them that bridging can be eliminated on typical light gage walls as long as stud blocking is added approxirnately 1'below the above slab and the sheathing is then attached to each side of this blocking. However, the bearing wall on the 3rd floor will require the typical bridging as called out in the typical details. I discussed the CMLJ wall on the south side of Stair#1 in the basement with Justin and Jeremiah. RANA is waiting to hear from RDA and Mike Foster with Triumph on the final location of that walL If the wall is to be moved from the original location,the slab must be demo'd in order to create a thickened slab below the CML7 wa11 per typical details. This wall needs ta be put in place as soon as possible as it helps support the foundation wall, which is already backfilled. Justin pointed out that they will need electrical blockouts beside Stair#4 and Elevator#3. Currently,the slab edge angle at the photo#13 cores is in the way of this blockout(see attached photo). RANA to provide KL&A with an RFI and required blockout dimensions. I observed the mislocated beam from RFI 148 (eccentric by 1" to the east). Angle 3x3x1/4 kicker still needs to be added at column below per RFI 148 response and SSK 26. Also, at column above, beam still needs to be field welded to full-depth shear tab per RFI 148 response and SSK26. FOR 2 071127 KL&A, Inc. Page 3 of 4 T KLF�A, Inc. j� Structural Engineers and Builders 4412 W.Eisenhower Bivd,Suite 200 Loveland,Colorado 80537 Ph:970.667.2426 Fax:970.667.2493 Field Observation Report # 2 I observed column splice fixes from RFI I51 and RFI 152. There is currently temporary support instead of the (2)U-shaped plates in RFI 152. The temporary support must be replaced by the U- shaped plates and welded per RFI 152 response. Justin and Jeremiah brought to my attention the fact that the trucks delivering the steel to the site are driving across the slab that is over the mechanical room in the garage (Crrids D-F/16-17). The slab and beam connections were checked for an HS20 loading (AASHTO)of 32,000 lbs per tandem and found to be okay. Except for the above mentioned,work appeared to be in general conformance with the contract documents. FOR 2 071127 KL&A, Inc. Page 4 of 4 �.��....�� JAMB STUD AL600 JAMB 801TOM CONNECTION w/ (2) #10 INCORRECT SLAB EDGE SCREWS TO STUD, (1) SCREW TO BOTTOM TRACK WHERE SLAB EDGE IS SHORT, & (1) P.A.F. WNERE TRACK tS OVER SCAB EDGE EXTIOR EDGE OF BUILDING . f � � c -_ _ _ - -- - ------; • • INTERIOR EDGE OF BOTfOM TRACK 3" ADD (1) P.A.F. ON INSIDE EDGE BOTTOM TRACK OF TRACK OVER CONCRETE 1 JAMB STUD BOTTOM CONN. - - ______--- ----- --------------- sc,a�E : � �/z°=t'-o° ,�,4a„�2 Descriptio�: Jamb atud bottom con�aection due to short sdaD edge. RE: Field 06aervat�im► Repart 2, f i/27/07. Title: Jamb Stud Bottom Conn. Proj: The Widlaws No: Tf714 S�&AElnc.s & Huiiaers Data Date: f 1/28/07 File: SSK29 By: SNP 4412 W. Eisenhower ei�a, Lovelund, Colorado aoss� SSK29 Ph: (970) 667-2426 FAX: (970) 667-2493 �W9 Date: 1 f/28/07 $CO18: � ��`��_��-0" Qq;TCH Go�een,Co�arado.Lovelond.Co�omdo•Foimouth,Mossachuse[Ls � � �' �. i;;y- :;';;� _ :�� . 3 j, ui �'� �._: 4� , � �'•� - `f`-,kY ' . �L •... ...:. . 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CONIFER,COLORADO 80433 303-67a-7560 FAX 303-B74-7560 Page 1 of 5 OBS�RVATION REPORT Clisnt: Trivauph Development il'IS Job No. 080807-A Date: 11-13-07 & 11-16-06 Project: The Willows Location: Vail, CO inspector• David L. Sturgeon This report package contains information conceming specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing,and/or nondestructive testing. The specific c�iteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"{O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed wilt also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact 171S at your convenience. �/ l -- -- / V. , -_ -� David L. rg n President ICBO Cert�ed Ins or#1138247-85 AWS QC-1 #82122691 Resident Level 111 INDEPENDENT TESTING � IN�SPEGTION SERVICEIS INC. " 12084 VASEEN CT. CONIFER,COI.ORADO 80433 303-6T47580 FAX 303-674-7560 Page 2 of 5 FIELD IN5PECTION REPORT FORM I1�tITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon ITIS Job No. 080807-A D�: 11-13-07 & 11-16-07 Field Made Welds: X Shop Made Welds: Type of Weld Inspected:Fillet R ('rroove Other Arc Snot Welds Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Proiect Standards �� AREAS OF INSPECTION Level or Elevation: Level 3 Deckinst. HAS and REinforcina Bars Grid Line Location(s)encompassing the area(s)inspectaUtested: A-L/1-8 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. Eleven HAS were found missing, and were placed. The decking installation and rrelidng were found conforming. STBEi� Level or Elevation: I.evel 2 Balconq Moment Connections Grid Line Location(s)encompassing the area(s)inspected/tested: .1 & s and B.5 & 2 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The bolted connection nrevirn��aly�r nertPd rri Yh i nc�rrprt bolt lengtha, has been refit with the bolts of v=ooer lenath. The bolts. however, have not been tensioned. The deck has not been noured. STEEL I,evel or Elevation: Level 3 Structural Bolted Connections Grid Line Location(s)encompassing the area(s)inspected/tested: A-L/1-8 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The holted conn i ons v rp vi etred fnr i nFStal l ati nn wnd tensioning. No deficiencies were observed. INDEPENDENT TEI�TING & IN�SPEGTION lSERYICE►S INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-T560 FAX 303-674-7560 Page 3 of 5 FIELD INSPECTION REPORT FORM I1�IITIAL VISUAL INSPECTION OF WELDING Inspector: DAvid L. Sturgeon ITIS Job No. 08��-A pa�; 11-13-0? & 11-16-07 Field Made Welds: % Shop Made Welds: Type of Weld Inspected:Fillet x Groove Other Arc Spot Welds Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded --___ -- Applicable Code or Standard: AWS, IBC and Proi ect Standards �� AREAS OF INSPECTION Level or Elevation: Level 1 Column Connections Grid Line Location(s)eacompassing the area(s)inspected/tested: A-L/1-8 Provide infomiation re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The column base connections blocked out in the Level One pour were marked for comp etion. e erector an , were informed. STF�E[. Level or Elevation: �vel 1 Structural Bolted Cannections Grid Line Location(s)encompassing the area(s)inspected/tested: A-L/1-8 Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. At the listed locations, the reviousl noted incom lete bolted connections have en u y we e in accor ance wit t e approve irective for missing bolts. Level or Elevation: Grid Line Location(s)encompassing the area(s)inspected/tested: Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. INDEPENDENT TEISTING & IN�SPECTION �SERYICES INC. 12084 VASEEN CT. CONIFER,COIORADO 80433 303-674-75B0 FAX 303-6747560 Page 4 of 5 ADDITIONAL INFORMATION Inspector: DAvid L. Sturgeon ITIS Job No. 080807-A Date: 11-13-07 & i 1-16-07 This form contains additionai inspection information not specifically covered in the prepared formats of testing and inspections. � AdditionalInformation X AdditionalInspections Additional Tests The sinstle comoonent, elastomeric. waternroofinQ membrane was apnlied to t�ie Level One deck in the area of D-J.5/14-17. The flood test was conducted with no leakage observed. The area is to be protected, back-filled and completed later. - - The application of the elastomeric coating and flood test were �ud$e as conforming to the manufacturer's installation and testing procedures. INDEPENDENT TESTING& INl�PEGTION SERV'ICElS INC. T 1Z084 VASEEN CT. CONIFER,CO 80433 �303)67I-7650 FAX(303)674-7560 Page� S o1� � FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector. David L. Sturgeon ITfS Job No: �0807-A p��1-13-07 & 11-16-07 Inspections of: Strudural Steel Other Rein orcing Steel Appticable Code/s w Standards: ACI IBC and Pro j,�ct St ndAr Q AREAS OF INSPECTION LEVEL 2-3 1) Cores 1, 3 and 4 - Reinforcing placements judged for conforma�ce to sections 5-8 of 53.2, 13-16 of 53.3 and 9-12 of 53.2 2) Level 3 Girder line rinforcing, Rey NOte 2 and Deck Reinforcing Section 14 of S5.0 List any departures from the stated codes or standards. Also provide a critique for each rtonconforming condition witfi the assigned O.D.Rem number. 1) The placements were judged as conforming after minor clearance adjust�nts. 2) The placements were found conforming. INDEPENDENT TE�STING & IN�iPEGTION SERVICE�S INC. 12084 VASEEN CT. CONIFER,COLORADO 80433 303-6747560 FAX 303-574-7560 Page 1 of 4 OBSERVATION REPORT Client: Triumph 1levelopment ITIS Job No. 080807-A Date: 11-6-07 & 11-7-07 Project: The Willows Location: Vail, CO Inspector: David L. Sturgeon This report package contains information conceming specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondeshuctive testing. The spec�c criteria utilized in judging the degree of conformance for each area of inspection are contained on each individual inspection form. Also included may be 1TIS'"List of Outstanding Discrepancies"(O.D. List). The 0.0. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. C�viv� � David L. Sturgeon President ICBO Certified Inspe 138247-85 AWS QG1 #82122691 Resident Level III INDEPENDENT TE�STING& INt�PEGTION SERVICES INC. - 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 4 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDINC �p�ar; David L. Sturgeon IT'IS Job No. 080807-A Date:l 1-6-07 & 11-7-07 Field Made Welds: % Shop Made Welds: Type of Weld Inspected:Filiet % Groove Other Type of Component(ie:coiumn,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standazd: AWS IHC and Proj ect Standarda STF�. AREAS OF INSPECTION I,evel or Elevaiion: Level 2 Beam to Embed Connectiona Grid Line Location(s)encompassing the area(s)inspected/tested: Cores 3 and 4 Provide information re:conditio�of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if agplicable. One connection between corea 1 and 2 remains incomnlete. All other connections viewed were found conforming. STEL�I. L.evel or ElevaLion: Level 2 * & 10 of S5.0 Moment Connections Grid Line Location(s)encompassing the area(s)inspected/tested: Grid A Provide infom�ation re:conditions of nonconforn►atice. Include the O.D.item number and attach a copy of the O.D.List if applicable. At both connectiona, the field welding is incomplete. Subsequent iasvections finds thexeldina comnleted: however. one connection needs additional welding for proper weld size (A & 5.5). S1'E�I.. Level or Elevation: Level 2 DeckinA and HA$ Grid Line Location(s)encompassing the area(s)inspected/tested: 1-9/A-L Pmvide infotmation re:conditions of nonconformance. Inctude the O.D.item number and attach a copy of the O.D.List if applicable. The decking installation and welded HAS were viexed and found conforming. INDEPENDENT TESTING & IN�PEGTION SERVICES INC. 42084 YASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 3Q3-67M7560 Page 3 of 4 FIELD INSPECTION REPORT FORM I1�tITIAL VISiTAL INSPECTION OF WELDING Inspector; David L. Sturgeon ITIS Job No. 080807-A Date: 11-(r07 & 11-7-07 Field Made Welds: % Shop Made WeIds: Type of Weld Inspected:Fillet X Groove Other Type of Component(ie:column,beam,girder,moment welds,etc.) As Recorded Applicable Code or Standard: AWS, IBC and Project Standards g�, AREAS O�INSPECTION Level or Elevarion: Level 2 13 of S5 0 Mxle Bracina Grid Line Location(s)encompassing the area(s)inspected/tested: Grids C, Jand R Provide information re:condirions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The installation and asociated f ield weldinsz were found conforming. STELt. Level or Elevation: Level 2 14 of S5.0 Deck Rcinforcin Steel Grid Line Location(s)encompassing the area(s)inspected/tested: 1-9 A-L Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The #3 bars were placed and found conformina. �� Level or Elevation: �vel 2 AISC Structural Bolted Connections Grid Line L�ation(s)encompassing the area(s)inspected/tested: 1-9/A-L Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The structural bolted connections wer�vieved for confor- mance to applicable standards. AT B,5 and 6.1 the balconv, bolted moments are ^ incomplete The wrong bolt length has been installed and needs to i� ch�*±Qed_ 7TIS will follow up. INDEPENDENT TE►STIN(� & INSPECTIQN SERVICElS INC. ' 12084 VASEEN CT. CONIFER,CO 80433 (303)6747650 FAX�303)674-7560 Page� 4 od 4 FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS Inspector: David L. Sturgeon ITIS Job No: 080807—A Date: 11-6-07 & 11-7-07 Inspections of: Strvctural Steei Other Reinforcing Steel Applicable Code/s or Standards: ACI. IBC and Proi ect Standards AREAS OF INSPECTION 1) Core #3, Leve2 2, Reinforcing Steel Placement 2) Stair Core #4, Level 2, In accordance with 13-16 of S3.3 3) Elevator Core l, Level 2, In accordance with 1-4 of S3.I 4) Elevator Core 2, Level 2, In accordance with 5-8 of S3.2 List any departures from the stated codes or standards. Also provide a critique for each nonconforming condition with the assigned O.D.item number. 1) — 4) The reinforcing steel place�nts were viewed and found conforming. INDEPENDENT TESTING & INSPECTION sERVICEI� INC. 1208�4 VA$EEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 1 of 4 OBSERYATION REPORT Cllent: Triumph Development ITIS Job No. 080807-A pate; i1-1-07 Project: Tt►e Willows Location: Vail, CO Inspector David L. Sturgeon This report package contains information conceming specific tests and inspections of structural steel welding, structural bolting, structural sprayed fireproofing, and/or nondestructive testing. The specific criteria utilized in judging the degree of confo�mance for each area of inspection are contained on each individual inspection form. Also included may be ITIS'"List of Outstanding Discrepancies"(O.D. List). The O.D. List will be consecutively numbered for each page issued throughout the duration of the project. Each individual item listed will also be consecutively numbered. If there are any questions regarding the content of this report, please feel free to contact ITIS at your convenience. ��.� -- avz�L � David L. Sturgeon President ICBO Certified Inspe r#1138247-85 AWS QC-1 #82122691 Resident Level III INDEPENDENT TESTING & INSPECTION SERVICE�t INC. � 12084 VASEEN CT. CONIFER,COLORADO 80433 303-674-7560 FAX 303-674-7560 Page 2 of 4 FIELD INSPECTION REPORT FORM INITIAL VISUAL INSPECTION OF WELDING Inspector: David L. Sturgeon TI'IS Job No. 080807-A Date: 11-1-07 Field Made Welds: % Shop Made Welds: Type of Weld Inspected:Fillet X Groove Other Arc Spor. Welds Type of Component(ie:column,beam,girder,momeirt welds,etc.) ecor e Applicable Code or Standard: AWS IBC and Proi ect Standards S� AREAS OF INSPECTION LevelorElevation: Level 2 AISC Structural Bolted Connections Grid Line Location(s)encompassing the area(s)inspected/tested: 1-9 A-L Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. �e bolted mo�nt connections were found with an incorrect trolt length installed. The erector was informed. STEEi. Level or Elevation: Level 2 Nucor Dw s. Deckin Grid Line Location(s)encompassing the area(s)inspected/tested: 1-9 A-L Provide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. The decking is in process Bracins at the Level 2 bumn-outs on the south wall is not yet in place ITIS will follow up. STBEI. Level or Elevation: Level 2 9 & 10 of S5.0 Welded Shear Tab Moments Grid Line Location(s)encompassing the area(s)inspected/tested: EaBt I�ck 4 & 5.5 on A-line Pmvide information re:conditions of nonconformance. Include the O.D.item number and attach a copy of the O.D.List if applicable. 1'he f ield welding of the moment connections has not been completed The general contractor was informed ITIS will follow un. INDEPENDENT TEtSTING & INl�PEGTION SERYICEtS �NC. 12084 VA8EEN CT. CONIFER,CO 80433 (303)6747650 FAX(303)6747560 Page I ' oA " FIELD OBSERVATION REPORT OF ASSEMBLED COMPONENTS inspector. David L. Sturgeon ITIS Job No: 080807-A Date: 11-1-07 Inspeetions of: 3tructural Steel Other Reinforc�n¢ Steel Applicable Code/s or Standards: ACI IBC and Proi ect Standar�, AREAS OF INSPECTION CONCRETE !) Core #3, Level 2-3 The placement and quantities of reinforcing were �udged for conformance to 9-12 of S3.2 and applicable general notes. List any depa►tures from the stated codes or standards. Also provide a critique for each nonconformi�g condition with the assigned O.D. item number. 1) The reinforcing steel placements were found conforming. ,� .. Page 2 of 3 F: 303-739-3111 "Paul Bufiidge"<pburbidge�raneison.com> To: <ToddHerceg@wagnerequipment.com> cc: 07i29l2008 03:14 PM Subject: RE: Hello Todd: Thanks for getting back to me so quickly. To answer your questions the pipe is supported every 10 ft with riser clamps set on isolation pads. The insulation is cal sili 4 inches thick. Banded with stainless steel bands every 2 foot. We also have a 4"flex connector off the generator between the generator and the exhaust pipe. Thanks Todd Paul Bu�bidge From:ToddHerceg@wagnerequipment.com {mailto:ToddHerceg@wagnerequipment.com] Sent: Tuesday, July 29, 2008 3:00 PM To: Paui Burbidge Cc: dalexander@wagnerequipment.com; therceg@wagnerequipment.com Subject: Re: Paul, Schedule 10 pipe is heavy enough to contain the engine exhaust and therefore schedule 40 exceeds out requirement. RDA had concerns about heat transfer,what are your plans for insulation of the exhaust piping and I assume you have plans to support this piping that does not utilize the generator itselY? Tocfd Herceg Project Manager Wagner Power Systems P: 303-739-3307 F: 303-739-3111 "Paul Burbidge"<pburbidge�ranelson.com> To: <therceg�wagnerequipment.com> 07129/2008 02:03 PM �� <dalexander(F�wagnerequipment.com> Subject: Todd and Doug: My name is Paui Burbidge and I am the superintendent with RA Nelson Const. at The Willows Project in Vail Colorado. At some point in time both of you have discussed the emergency generator we have with Carrie at RDA or Erin Pasold at Beadin Ganze engineering. The reason for my e-mail is we are trying to get the towns approval o#the installation of the vent pipe. We are almost there but we still need some assistance. We have installed a 6"scheduie 40 welded pipe in the chimney and from a paper given to me by Carrie at RDA from your company you stated double wall pipe for this installation. Can you advise us if the schedule 40 pipe will meet your requirements or not. Your assistance in this issue would be greatly appreciated. 8/1/2008 ,� . . Page 1 of 3 Paul Burbidge From: Carrie Momeni[cmomeni@resortdesign.com] Sent: Tuesday, July 29, 2008 3:46 PM To: Paul Burbidge � Subject: RE: I love CAT Attachments: image001.emz; oledata.mso � �� SWEET. Hmm...Todd must like you bette�than me. He stopped answering my e-mails! Thanks for tackling this. See you tomorrow. Miah is providing breakfast. Carrie RESORT DESIGN ASSOCIATES 30 West Benchmark Road, Suite 220 Avon, CO 81620 t: 970.949.0899 f: 970.949.0933 www.resortdesign.com From: Paul Burbidge [mailto:pburbidge@ranelson.com] Sent:Tuesday,July 29, 2008 3:41 PM To: Coleman D. Wise; ]ustin Pronga; Jeremiah Wendell; leff Beacom; ]eff Burk; Mike Foster; Mike Wiicox; Carrie Momeni; dennis@2hmech.cam; tom@2hmech.com Subject: I love CAT FYI PB From: ToddHerceg@wagnerequipment.com [mailto:ToddHerceg@wagnerequipment.com] Sent: Tuesday,July 29, 2006 3:37 PM To: Pauf Burbidge 5ubject: RE: P�ul, It sounds that you have meet any Caterpillar requirements. Todd Herceg Project Manager Wagner Power Systems P: 303-739-3307 R/1/2(1(1R