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Home My WebLink AboutB10-0193 B10-0193 : Entries for Item:90 - BLDG-Final 15:43 03/08/2013 Action Comments By Date Unique_ Key DN Obtain approved framing and insulation Martin 12/02/2010 A000139 inspection prior to final 365 AP JRM 12/27/2010 A000140 242 Total Rows:2 Page 1 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 70WN OF 00 f: Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT COMM BUILD PERMT Permit #: B10-0193 Project #: Job Address: 16 VAIL RD VAIL Status. . ISSUED Location......: VAIL PLAZA LODGE Applied. . : 07/27/2010 '? Parcel No....: 210108285053 Issued. .. 10/20/2010 Expires . ..: 02/23/2011 OWNER FERRUCO VAIL VENTURES LLC 07/27/2010 701 BRICKELL AVE STE 2550 MIAMI is FL 33131 APPLICANT FERRUCO VAIL VENTURES, LLC 07/27/2010 Phone:970-477-8110 16 VAIL ROAD VAIL g e CO 81657 a License: 1038-B CONTRACTOR FERRUCO VAIL VENTURES, LLC 07/27/2010 Phone:970-477-8110 16 VAIL ROAD VAIL CO 81657 License: 1038-B Description: FRONT VESTIBULE(1 ) Occupancy: mixed Valuation: $211,600.00 Type Construction:16 Total Sq Ft Added: 0 «*******44444**««*4*«*««*****444 4444«44«**«***«****44*4444444*44««««**««««««***** FEE SUMMARY y Building Permit Fee--> $1,620.95 Will Cal Fee------------- ------> $4.00 Total Calculated Fees------—-----> $6,820.57 Plan Check--------------> $1,053.62 Use Tax Fee----------------> $4,032.00 Additional Fees---------------------> $0.00 =; Add']Plan Check Hours- $110.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> $6,820.57 Investigation-------- $0.00 Recreation Fee--------------> $0.00 Payments---------------------> $6,820.57 Total Calculated Fees—------> $6,820.57 BALANCE DUE---------------> $0.00 44444 44444444«««**«««1r1r«**4444444«444444««««««4«««««*44444444444«««44«*4***4««««**««4«44444*4444444444*4**«*****44**4444444Yr f444«4***«««««««««44«4«44444444**444444««H444444***««***« DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan,and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure _ according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. t REQUESTS F&1E E TW OUR H-FOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 fr1� 6 Signature Owner or tractor ate Print Name t, bld_all_construction_perm it_041908 A- i APPROVALS Permit#: B10-0193 as of 10-20-2010 Status: ISSUED *********xwwwex*w******wwxx****wrxwwxx******xwwwwxw****w*xwxx*********xxxxxx*********wwxx******xxxxx******wwxxxx******wwxxxxx*****x*xwwxx****x*xwwwxx********xwxxxxxxx****xx*xxxxx*** i 4. Item: 05100 BUILDING DEPARTMENT 08/13/2010 cg Action: CR see B10-0135 08/17/2010 cg Action: AP 10/13/2010 CG Action: AP approved revised S15.0 sheet Item: 05400 PLANNING DEPARTMENT 08/26/2010 Warren Action: AP Item: 05600 FIRE DEPARTMENT e' 08/11/2010 McGee Action: CR 1. Re-submit with corrections and coordinate with B10-0135 plans. 2. Submit phasing schedule to coordinate all work in this area so as to minimize exit obstructions, eliminate the fire sprinkler system being off line over night and provide for 24/7 fire detection. 3. FS 2.0 Show emergency lighting fixture and provide details. 4. Submit smoke control plan for Lobby A. Required before issuance of this permit. 08/26/2010 mcgee Action: AP Approved on basis of compliance with Impairment Permit. See the Conditions section of this Document for any that may apply. I' bld_a It_construction_perm it_041908 } }}#4}##RRkkYYYY######*R#Y#Y#k##*#RRRkkkk#Y4#}#RR*RkkkkY}+####R##RkkkkkY+####RRRRRkkkkkYYi+#}#*####kYkkY###*4####RkkkkkYi+}##R##kkkkkk}}#i+#######k#kk44444######*kk#kkkkk}}i#}###4#4R CONDITIONS OF APPROVAL Permit#: B10-0193 as of 10-20-2010 Status: ISSUED #YYYY4}##*#kkR**RYkkY#k4R***RRkkkkkYi#}#***##RRYYkY#}}}tRR*****kkkkki##Rk#RR####RRkYkkY#k+i}R}**RRRRRkk+}Y###**R#RRRkkkkk#4#4RRR#RRRkkk#Y#####R*RRRRkkkkkkk#Y4*######R*R*kkkkYkk#fFf4* Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. r I- s: k } i 3 S S t bld_alt_construction_permit_041908 4 V- address PO Box io6i V_ Avon, CO 81620 pflone 970.331.1732 J email info@gouldingadvisors.com l vveb www.gouldingadvisors.com A D V I S O R S TRANSMITTAL PROJECT: Vail Plaza Hotel(Sebastian) PROJECT NO. PRJ10-0385 REFERENCE NO: B10-0193 DATE: TO: TOV Building Department IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US IMMEDIATELY. ATTN: Chris Gunion ` IF CHECKED BELOW,PLEASE: ( )ACKNOWLEDGE RECEIPT OF ENCLOSURES ( )RETURN ENCLOSURES TO US. WE TRANSMIT: (X) HEREWITH ( ) IN ACCORDANCE WITH YOUR REQUEST ( ) UNDER SEPARATE COVER VIA FOR YOUR: (X) APPROVAL ( ) DISTRIBUTION TO PARTIES ( ) INFORMATION ( ) REVIEW&COMMENT ( ) RECORDS O USE O THE FOLLOWING: ( ) DRAWINGS ( ) SHOP DRAWING PRINTS ( ) PRODUCT INFO ( ) SPECIFICATIONS ( ) SHOP DRAWING REPRODUCTIONS ( ) SAMPLES O CHANGE ORDER ( ) COPIES DATE REV.NO. DESCRIPTION ACTION CODE 1 9/28/10 Monroe&Newell-structural revision letter i 2 10/1/10 Stamped structural header detail(515.0) REMARKS: : H W L= COPIES TO: WITH ENCLOSURE(S) D Master File ( ) ( ) OCT 04 2010 BY:Todd Goulding Goulding Development Advisors SCANNED TOWN OF VAIL — A`dl Vail, Colorado Denver, Colorado Frisco, Colorado l September 28, 2010 Monroe & Newell Engineers, Inc. Verruco Vail Ventures LLC fi 16 Vail Road 1 Vail, CO 81657 S Attn.: Mr. Mark Norris Re: Lobby Renovation at Vail Plaza Hotel,Vail,Eagle County,Colorado (M&N#8194) z f Gentlemen: Monroe &Newell Engineers, Inc. is the Engineer of Record for the renovation project at the Vail Plaza Hotel. We visited the site on September 28, 2010. The purpose of our site F visit was to observe the state of the renovation and to review existing flaming conditions in the location of the new entry doors. The existing curved wall was constructed with a tube steel frame. We determined the following: 1. Above the original entry door a curved HSS4x6 tube steel beam is located. r This beam will have to be cut out of the frame to allow space for the new door opening t 2. The horizontal beam shall be cut near the vertical tube steel post each side of the door opening. The existing steel connection plate shall remain in place so that the columns are not damaged or overheated. 3. The existing curved tube steel beam shall be reinstalled above the new door opening. The tube steel beam shall be welded to the steel posts each side of the door. Welds shall be a minimum of 1/4"all 4 sides. E If the requirements listed above are followed the removal and reinstallation of the door header beam will not reduce the structural capacity of the entry wall frame to support all live and dead loads required by the International Building Code,2009 Edition. MONROE&NEWELL EN S, INC. R O Hannes Spaeh, P.E. V Principal 2,79'9 'A OCT 0 4 2010 % SCAN S 1" %° TOWN OF Y! I! NED www.monroe-neweI1.com 70 Benchmark Road • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 • email: avon @monroe-newell.com i ******************************************************************************************** TOWN OF VAIL, COLORADO Statement Statement Number: R100001641 Amount: $110.00 10/20/201001:07 PM Payment Method:Credit Crd Init: LC Notation: CREDIT CARD FROM TODD GOULDING t ----------------------------------------------------------------------------- Permit No: B10-0193 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-082-8505-3 e Site Address: 16 VAIL RD VAIL Location: VAIL PLAZA LODGE Total Fees: $6, 820.57 This Payment: $110.00 Total ALL Pmts: $6,820.57 Balance: $0.00 i ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 } ----------------------------------------------------------------------------- 4' E f TOWN OF VAIL, COLORADO Statement '3 Statement Number: R100001178 Amount: $4, 583 .93 08/27/201009:32 AM Payment Method: Check Init: LC Notation: #0247 / FERRUCO VAIL VENTURES, LLC ----------------------------------------------------------------------------- : Permit No: B10-0193 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-082-8505-3 Site Address: 16 VAIL RD VAIL Location: VAIL PLAZA LODGE Total Fees: $6, 710.57 This Payment: $4,583 .93 Total ALL Pmts: $6, 710.57 Balance: $0.00 g f. ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 BUILDING PERMIT FEES 1, 620.95 PF 00100003112300 PLAN CHECK FEES -1, 073 .02 UT 11000003106000 USE TAX 4% 4, 032.00 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ' f ******************************************************************************************** TOWN OF VAIL, COLORADOCopy Reprinted on 03-08-2013 at 15:43:23 03/08/2013 Statement ******************************************************************************************** Statement Number: R100000928 Amount: $2, 126. 64 07/27/201003: 15 PM Payment Method: Check Init: JRM :.., Notation: ----------------------------------------------------------------------------- Permit No: B10-0193 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-082-8505-1 2101-082-8505-2 2101-082-8505-3 2101-082-8505-4 2101-082-8505-6 2101-082-8505-7 2101-082-8505-8 2101-082-8505-9 2101-082-8506-0 2101-082-8506-1 2101-082-8506-2 2101-082-8506-3 Site Address: 16 VAIL RD VAIL Location: VAIL PLAZA LODGE Total Fees: $6, 820.57 This Payment: $2, 126. 64 Total ALL Pmts: $6, 820.57 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 2, 126. 64 ----------------------------------------------------------------------------- v' Department vf,,�Cornrriunity Developmen ,� } .75 South Frpntage o J. Vaiaa c►n bil ill� R e� 1 WA �a BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. I Project Street Address: Office Use: /-� 16 Vail Road Project#: r—IL-1ki Q `� SCE (Number) (Street) (Suite#) DRB#: a Building/Complex Name: Vail Plaza Hotel g ding Permit#: e? V r ?j 1 ► Y Contractor Information: Block Subdivision:�iuo Company: Ferruco Vail Ventures L.L.C. Company Address: 16 Vail Road Detailed Scope and Location of Work: Remodel existing City: Vail State: CO Zip:81657 retail and office space into new bar, library, and Contact Name: Scott Parks accessible restrooms. Contact Phone: (970)819-9002 (use additional sheet if necessary) E-Mail sparks @vailplazahotel.com Town of V Contractor Registration No.: 1038-B Work Class: New( ) Addition( ) Remodel (�/) Repair( ) Other( ) X Work Type Contra or Signature(required) Interior(v/) Exterior( ) Both ( ) f Property Information Type of Building: Parcel#: 210108285053 Single-Family( ) Duplex( ) Multi-Family( ) (For parcel#,contact Eagle County Assessors Office at 970-328-8640 or F visit www.eaglecounty.us/patie) Commercial (✓) Other( ) Tenant Name: Does a Fire Alarm Exist? Yes(V() No( ) Ferrucco Vail Ventures L.L.C. Monitored Alarm? Yes(� No Owner Name: ( ) ( Does a Sprinkler System Exist? Yes(� No( ) Valuations(Labor&Materials) #&Type of Existing Fireplaces: Gas Appliances Gas Log Wood/Pellet Wood Burning Building: $ ��(21 n do � #&Type of Proposed Fireplaces: Gas Appliances 4 Plumbing: $ A) t coo Gas Log Wood/Pellet Wood Burniag N' D Electrical: $ 9�1 ooc) I Mechanical:(including fireplace) $ b mDo Date Received: S IE C IE H W I t Total: $ 5�01 D LS v JUN 0 9 2010 an�raCA' C �' TOWN OF VAIL PLAN VIEW C/t I7I IIVl7 n✓✓ vim ✓iv COLUMN ENTR`i' DOOR HEADER DETAIL SECT ION 1 1 I/2" = i,_O„ O � 3 o HLm LLB fy) Lim 4 l Monroe & Newell VAIL PLAZA HOTEL U V I TfrLE: ENTRY DOOR HEADER Engineers,Inc. VAIL,CO. OCT O 2U10 DATE:10-01-10 S 15.a P.O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 ( )949-4054 NO #8194 SCALE:AS SHOWN DRAWN BY:AVN FAX(970) 1A EMAIL avon @monroe-newell.com MIAMI arm I 1A I LU ■ S address PO Box 1o61 Avon, CO 81620 phone 970.331.1732 email info@gouldingadvisors.com web www.gouldingadvisors.com development A D V I S O R S PROJECT: Vail Plaza Hotel (Sebastian) TO: TOV Building Department ATTN: Chris Gunion TRANSMITTAL PROJECT NO. PRJ 10 -0385 REFERENCE NO: 810-0193 DATE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US IMMEDIATELY. IF CHECKED BELOW, PLEASE: ( ) ACKNOWLEDGE RECEIPT OF ENCLOSURES ( ) RETURN ENCLOSURES TO US. WE TRANSMIT: (X) HEREWITH () IN ACCORDANCE WITH YOUR REQUEST () UNDER SEPARATE COVER VIA FOR YOUR: (X) APPROVAL () DISTRIBUTION TO PARTIES () INFORMATION () REVIEW & COMMENT () RECORDS () USE ( ) THE FOLLOWING: () DRAWINGS () SHOP DRAWING PRINTS () PRODUCT INFO () SPECIFICATIONS () SHOP DRAWING REPRODUCTIONS () SAMPLES () CHANGE ORDER ( ) COPIES DATE REV. NO . DESCRIPTION ACTION CODE 1 9/28/10 Monroe & Newell - structural revision letter 2 10 /1 /10 Stamped structural header detail (515.0) REMARKS: COPIES TO: Master File BY: Todd Goulding Goulding Development Advisors F C 7 \J E WITH ENCLOSURE(S) D c i OCT 0 4 2010 TOWN OF VAIL Vail, Colorado Denver, Colorado Frisco, Colorado September 28, 2010 Verruco Vail Ventures LLC 16 Vail Road Vail, CO 81657 Attn.: Mr. Mark Norris Re: Lobby Renovation at Vail Plaza Hotel, Vail, Eagle County, Colorado (M &N #8194) Gentlemen: Monroe & Newell Engineers, Inc. is the Engineer of Record for the renovation project at the Vail Plaza Hotel. We visited the site on September 28, 2010. The purpose of our site visit was to observe the state of the renovation and to review existing framing conditions in the location of the new entry doors. The existing curved wall was constructed with a tube steel frame. We determined the following: Monroe & Newell Engineers, Inc. 1. Above the original entry door a curved HSS4x6 tube steel beam is located. This beam will have to be cut out of the frame to allow space for the new door opemng. 2. The horizontal beam shall be cut near the vertical tube steel post each side of the door opening. The existing steel connection plate shall remain in place so that the columns are not damaged or overheated. 3. The existing curved tube steel beam shall be reinstalled above the new door opening. The tube steel beam shall be welded to the steel posts each side of the door. Welds shall be a minimum of 1 /4" all 4 sides. If the requirements listed above are followed the removal and reinstallation of the door header beam will not reduce the structural capacity of the entry wall frame to support all live and dead loads required by the International Building Code, 2009 Edition. MONROE & NEWELL Hannes Spaeh, P.E. Principal IN OCT 0 4 2010 TOWN OF VAIL www.monroe- newell.com 70 Benchmark Road • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 (970) 949 -7768 • FAX (970) 949 -4054 • email: avon ®monroe - newell.com • r adcirr;ss PO Box 1o61 Avon, CO 81620 5A�004 211 970.33-1.1732 info@gouldingadVi5ors.com www.gouldingadvisors.com R 3l V I 5 0 R 5 December 17, 2010 Martin Haeberle DEC 17 2010 Chief Building Official Town of Vail TOWN OF VAIL 75 S. Frontage Rd Vail, CO 81657 RE: SEBASTIAN HOTEL (DEV10-0009) Conditions of approval Mr. Haeberle Please find this letter as our understanding of the inspections conducted earlier today; • Frost Bar (610-0247) received a TCO today with the condition the missing Regulating Pressure Device (RP Valve) on the beer glass chiller will be installed no later than December 23, 2010. • Restrooms (1310-0246) received a TCO today with the condition the (2) exit signs hanging in the hallway will be raised to U-10" (level with the existing structural beam) no later than December 24, 2010. • The Front Vestibule (1310-0193) received a TCO with the condition an astragal is installed no later than December 23, 2010. If you have any questions or concerns, please contact me at your earliest convenience. Sincerel T ulding PO Box io6i,Avon,CO 8126o 970-331-1732 info@gouldingadvisors.com www.gouldingadvisors.com December 9, 2010 Subject: Summary of Structural Steel Observations, Vail Plaza Hotel Improvements,Vail, Colorado GEC Job Number: 10-6596 TOV Permit Number: B 10 0193 Vail Plaza Hotel 16 Vail Road Vail, Colorado 81657 Attn: Mr. Scott Parks, This letter summarizes the special inspections GROUND Engineering Consultants, Inc. (GROUND) performed during the improvements to the Front Vestibule at the Vail Plaza Hotel, located in Vail, Colorado. The observations were provided at times scheduled by the Client, Contractor and/or Subcontractors. The structural steel welded and/or bolted connections for the improvements to the Front Vestibule were observed during construction by a certified welding inspector (CWI). These observations were completed on October 1, 2010 as scheduled by the Client, Contractor or Subcontractor. At the time of our observations, we observed no fire-proofing materials on the pre-existing and added structural steel items. Based on our observations on this date, it is our opinion that the materials tested and/or observed for the structural steel improvements were in general accordance with project plans, TFR�o specifications, or applicable RFI's. The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the tested materials and/or work with the contract documents at the times of our observation and testing. We did not supervise, direct or have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. 'O Al r Sincerely, f GROUND Engineering Consultants, Inc. ) Evan E. Kuhn Reviewed by Michael K. Wariner, P.E. R 10 U It]a ENGINEERING CONSULTRNTS INC. 101A Airpark Dr., Unit 9, PO Box 464,Gypsum, CO 81637 Phone(970)524-0720 Fax(970)524-0721 www.groundeng.com Office Locations: Englewood Commerce City Loveland Granby Gypsum . i TOWNO WAIL FINAL REPORT OF SPECIAL INSPECTIONS Project: Vail Plaza F-:otel Improvements Permit Number: B 10 0193 Project Location: 16 Vail Road; Front Vestibule Owner Vail Plaza Fotel Address 16 Vai'_ Road City: Vail Zip: 81657 Design Professional In Charge:GROUND Engr Consultants, Inc_ (special Inspectors) Address:PO Box 464i 101A Airpar.< Drive #r9 City: Gypsum State: CO Zip: 81637 Phone: 970-524-0720 Fax: 970-524-0721 E-mail: MikeWaGroundeng.com To the best of my information, knowledge, and belief, the special inspections and/or testing required for this project, have been completed in accordance with the contract documents. Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. QOQ C J• . O•. Prepare by: ! QPpQ REQ�ST�9 J'; • '0�S Type or Print Name I Signatures.. - aN I Date Preparer's Seal and Signature Required -12- addresc PO Box io61 Avon, CO 8162o � phone 970.331.1732 0 TRANSMITTAL email info@gouldingadvisors.com web www.gouldingadvisors.com A D V 1 5 0 R PROJECT: S i=.G�l�� PROJECT NO. REFERENCE NO: DATE: TO: j O (�C>�L�=,cJ(� CGS IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US IMMEDIATELY. ATTN: IF CHECKED BELOW,PLEASE: ( )ACKNOWLEDGE RECEIPT OF ENCLOSURES ( )RETURN ENCLOSURES TO US. WE TRANSMIT: X HEREWITH ( ) IN ACCORDANCE WITH YOUR REQUEST ( ) UNDER SEPARATE COVER VIA FOR YOUR: APPROVAL ( ) DISTRIBUTION TO PARTIES ( ) INFORMATION ( ) REVIEW&COMMENT RECORDS USE ( ) THE FOLLOWING: ( ) DRAWINGS ( ) SHOP DRAWING PRINTS ( ) PRODUCT INFO ( ) SPECIFICATIONS ( ) SHOP DRAWING REPRODUCTIONS ( ) SAMPLES ( ) CHANGE ORDER 44 SpCC��LSP�� dNS COPIES DATE REV.NO. DESCRIPTION ACTION CODE If_ I.to LS 10 — cr L.-r m [ /z.1.to 7310 61159, e51 if L- V— [ IL•4,ro 'l3!v -C, IgT 3, GXpV•-c> e�'-(r r /Z.4./o ./o C9 ( t Z .4.10 19/v - 02 SG �3,/o C3lU 6-e-q 4 r,¢ou.r� TJ 4 /77t-- Nei ST/.r'IJ�D [ I Z.. /O.r o Ma - o ZIrj, r- REMARKS: COPIES TO: WITH ENCLOSURE(S) D v Master File ( ) DEC BY:Todd Goulding O DE 1 Q 2010 Goulding Development Advisors TOWN OF VAIL SEBASTIAN HOTEL - PROJECT INSPECTION SCHEDULE FRONT VESTIBULE faLo 1211412010 RESTROOMS �k-SV 'v4�2 2/15/2010 Submit Ground Eng-Special Insp 12/10/2010 Mechanical Rough 12/13/2010 Framing Inspection 12/13/2010 Complete Fan duct install 12/13/2010 Open up 4 areas 12/13/2010 Mechanical Final 12/14/2010 Get Electrical Rough/Final 12/7/2010 Electrical Final 12/14/2010 Receive Planning/DRB Final 12/6/2010 Plumbing Final 12/14/2010 Bldg Final 12/14/2010 Fire Protection Needed? 12/10/2010 Fire Alarm Final 12/13/2010 FIREPLACE 03162 12/9/2010 Bldg Final 12/15/2010 Submit Ground Eng Report 12/10/2010 ,�Sw-0�(d Elec Final 12/14/2010 SKI VALET BRIDGE Pr 12/14/2010 Plumb Final 1211012010 Submit Ground Eng Special Insp 12/10/2010 Bldg Final 12/9/2010 Planning/DRB Inspection 12/15/2010 Fire Final 12/16/2010 LIBRARY 03 b( 12/15/2010 Bldg Final 12/14/2010 Electrical Final 12/2/2010 ( �Q -DYi ( Sprinkler Final 12/8/2010 REAR VESTIBULE 12/17/2010 Fire Alarm Final 12/14/2010 Install Doors 12/9/2010 Change Atrium Heats to Smokes 12/15/2010 Tie doors into FA Panel Bldg Final 12/15/2010 Insulation Inspection 12/14/2010 Sheetrock Inspection 12/15/2010 FROST BAR 12/17/2010 Special Inspection 12/14/2010 Submit Ground Eng Report 12/10/2010 Planning/DRB Inspection 12/16/2010 Sheetrock Inspection 12/13/2010 Electrical Final 12/14/2010 Complete ALL fire stopping 12/10/2010 Mechanical Final 12/14/2010 Mechanical Final 12/14/2010 FA Final 12/15/2010 Electrical Final 12/16/2010 Sprinkler Final 12/15/2010 Plumbing Final 12/14/2010 Bldg Final 12/17/2010 Sprinkler Final 12/14/2010 Fire Alarm Final 12/15/2010 BLOCK 16 f(&�- (U 12/17/2010 Change Heats to smokes 12/15/2010 Framing Inspection 12/8/2010 Smoke Control Final 12/16/2010 Wine Tower Submittal 12/10/2010 Bldg Final 12/17/2010 Mech Rough/Final 12/16/2010 Electrical Final 12/16/2010 SMOKE CONTROL PR-5 i0 _ 6`-� 12/16/2010 Plumbing Rough 12/13/2010 Atrium Curtain Doors Tied into FA Pi 12/10/2010 Plumbing Final 12/15/2010 Rear Vestibule Doors installed 12/13/2010 Sprinkler Final 12/15/2010 RV Doors tied into FA Panel 12/14/2010 Fire Alarm Final 12/15/2010 Change Heats to Smokes 12/10/2010 Bldg Final 12/17/2010 Internal Testing 12/14/2010 TOV Test 12/16/2010 BLACK TIE 1)FS Bldg Permt Submit 12/10/2010 Elec Final Bldg Final rev 1 D L� C C, U W IE December 9, 2010 DEC 10 2039 Subject: Summary of Structural Steel Observations, Vail Plaza Hotel Improvements,Vail, Colorado TOWN OF VAIL GEC Job Number: 10-6596 TOV Permit Number: B 10 0193 Vail Plaza Hotel 16 Vail Road Vail, Colorado 81657 Attn: Mr. Scott Parks, This letter summarizes the special inspections GROUND Engineering Consultants, Inc, (GROUND) performed during the improvements to the Front Vestibule at the Vail Plaza Hotel, located in Vail, Colorado. The observations were provided at times scheduled by the Client, Contractor and/or Subcontractors. The structural steel welded and/or bolted connections for the improvements to the Front Vestibule were observed during construction by a certified welding inspector (CWI). These observations were completed on October 1, 2010 as scheduled by the Client, Contractor or Subcontractor. At the time of our observations, we observed no fire-proofing materials on the pre-existing and added structural steel items. Based on our observations on this date, it is our opinion that the materials tested and/or observed for the structural steel improvements were in general accordance with project plans, specifications, or applicable RFI's. The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the tested materials and/or work with the contract documents at the times of our observation and testing. We did not supervise, direct or have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. Sincerely, GROUND Engineering Consultants, Inc. _ Z �1 J V V v . Evan E. Kuhn Reviewed by Michael K. Wariner, P.E. ROUHn ENGINEERING CONSULTRNTS INC. 101AAirpark Dr., Unit 9, PO Box 464, Gypsum, CO 81637 Phone (970) 524-0720 Fax (970) 524-0721 www.groundeng.com Office Locations: Englewood Commerce City Loveland Granby Gypsum