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HomeMy WebLinkAboutB10-0166Lionshead Transit Center> 12 May 2011 Page 1 12 May 2011 Mr. Martin Haeberle Chief Building Official Department of Community Development 5 South Frontage Road Vail, Colorado 81657 Mike McGee, Deput of & CI � f e a Vaughan Marshall Town of epartment a 42 W. M w Vai 81657 Lionshead Transit Center Permit Application # B10- 0166/167 Dear Sirs Mr. Tom Kassmel Town Engineer Town of Vail Public Works 1309 Elkhorn Drive Vail, CO 81657 4 Mr. Warren Campbell Chief of Planning Department of Community Development 5 South Frontage Road Vail, Colorado 81657 1. Attached is a revised sheet to add a column to the northeast corner of the existing garage at level 2. Attached: S204 Please contact me with any additional comments or questions. Best Regards, Tracy Hart LEED AP Senior Associate <cc: Tom Kassmel/Town of Vail E. Randal Johnson /4240 21064.00/3.2 MAY 12 eon T01A1N OF VAIL REINFORCING STEEL (REBAR) OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers (303) 989 -1223 Lakewood (970) 240 -7700 Grand Junction (970) 949 -6009 Silverthorne /Avon Job No.: C s Date: - ! .. ' • Sheet: f of Project: ; Weather Conditions and Temperature: Reinforcing Steel (Rebar) Observations: 4 r A /A 1 - , n 1 v Type of Structure: (Wall, Grade Beam, Footing, Slab -on -grade etc. Location of Observations: 42 , . 1 Sheet or Plan Number: 51z 1- fo , r�s— y Meets Project Spec. yes no t l ;. Size: 10 41 ° : �t Spacing: �. '�. c cf�, `// : ( E ❑ ❑ 7; ­ Size: Spacing: '':: , < G <9< <, -,� ❑ " ❑ Size: Spacing: p�,,�316ano F f c 1/-,, .v; 10 s ❑ ❑ Size: 6. Spacing: s�Ut� s�•f:hf ❑ Size: Spacing: ❑ ❑ �. Size: Spacing: ❑ ❑ Size: Spacing: r 1 ❑ ❑ Size. Spacing: ❑ ❑ Splices:(yes /no) , f_ Length: ❑ ❑ Type of Structure: (Wall, Grade Beam, Footing, Slab -on- grade, etc.): Location of Observations: Sheet or Plan Number: Meets Project Spec. yes no Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes /no) Length: ❑ ❑ Discrepancies /Remarks - `. yes no Field Observer Representative Signature and Company Name This form is for preliminary use only. Koechlein Consulting Engineers, Inc. (KCE, Inc.), reserves the right to amend observation results upon review by a Professional Engin E, Inc documents com pliance or non - compliance to the above observations. It is the contractors' responsibility to provide information (Shop drawings, RFI's, etc.) as related to non- ce per the contract specifications and documents. The information contained in this form is not conclusive until reviewed and approved in a final report by a Professional Engineer. m only relates to the items observed and shall not be reproduced, except in full, without written approval of Koechlein Consulting Engineers, Inc. Lionshead Transit Center> 13 April 2011 Page 1 4 2 4 0 13 April 2011 Mr. Martin Haeberle Chief Building Official Department of Community Development 5 South Frontage Road Vail, Colorado 81657 Chief Mike McGee, Deputy Chief & Chief Mike Vaughan, Fire Marshall Town of Vail Fire Department 42 W. Meadow Drive Vail, CO 81657 Lionshead Transit Center Permit Application # B10- 0166/167 Dear Sirs Mr. Tom Kassmel Town Engineer Town of Vail Public Works 1309 Elkhorn Drive Vail, CO 81657 Mr. Warren Campbell Chief of Planning Department of Community Development 5 South Frontage Road Vail, Colorado 81657 1. Attached are revised sheets that change the height and locations of the snow fences. The new fences are 12" tall verses the originally specified 6" guards. The fence locations have been reduced to provide protection to locations over pedestrians occupied areas only. Attached: A102, A163, A166, S603 Please contact me with any additional comments or questions. Best Regards, TW Tracy Hart LEED AP Senior Associate <cc: Tom Kassmel /Town of Vail E. Randal Johnson /4240 21064.00/3.2 TOWN OF VAIL nNH 12 zmi Lionshead Transit Center> 8 November 2010 Page 1 4 2 4 0 8 November 2010 Mr. Martin Haeberle Chief Building Official Department of Community Development 5 South Frontage Road Vail, Colorado 81657 Mr. Tom Kassmel Town Engineer Town of Vail Public Works 1309 Elkhorn Drive Vail, CO 81657 Chief Mike McGee, Deputy Chief & Chief Mike Vaughan, Fire Marshall Town of Vail Fire Department 42 W. Meadow Drive Vail, CO 81657 Lionshead Transit Center / Permit Application # B10- 01664 Dear Sirs Mr. Warren Campbell Chief of Planning Department of Community Development 5 South Frontage Road Vail, Colorado 81657 Attached is CCD11. CCD11 moves the existing pedestrian access through the level 1 southwest shear wall. The existing opening will be blocked off with a new concrete infill to divert pedestrian traffic to the new opening. Per CCD11 the parking striping and barricades have been revised to adjust pedestrian / vehicular flow. Sheets G100 and G101 have been revised with corrected occupancy loads at the south exits. Attached: G100, G101, C012b, S217 Please contact me with any additional comments or questions. Best Regards, Tracy Hart LEED AP Senior Associate <cc: Tom Kassmel /Town of Vail E. Randal Johnson /4240 21064.00/3.2 NOV 0 9 2610 ih9 G TOWN OF VAIL 4240 CONSTRUCTION CHANGE LIONSHEAD DIRECTIVE TRANSIT CENTER DIRECTIVE NO.: 11 PROJECT NO.: 21064.04 TO CONTRACTOR: FCI Constructors, Inc. 3070 1 -70 Business Loop, Bldg A Grand Junction, CO 81504 DATE: November 8, 2010 CONTRACT DATE: August 5, 2010 CONTRACT FOR: LIONSHEAD TRANSIT CENTER You are hereby directed to make the following change(s) in this Contract: Issues: Date: 11.8.2010 Sheets: G100, G101, C012b, S217 Narrative Change Summary: Per the Town of Vail's direction provide a new opening in the existing shear wall at the southwest end of level 1 parking per the attached drawings C012b and S217. Provide patching and coating at cut concrete faces to repair any damage and protect exposed reinforcing. Infill the existing pedestrian access in the shear wall. Additionally per C012b the parking locations, striping and barricades have been revised. Sheets G100 and G101 have been issued to revised the occupancy path during construction and to adjust final occupancy loads at the southern exits. PROPOSED ADJUSTMENTS 1. The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: ❑ Lump Sum (increase) (decrease) of $ ❑ Unit Price of $ per ❑ As provided in Subparagraph 7.3.6 of AIA Document A201, 1987 edition. ® As follows: The general scope of adjustment is to be provided by the Contractor and agreed to by the Owner. 2. The Contract Time is proposed to (be adjusted) (remain unchanged). The proposed adjustment, if any, is (an increase of days) (A decrease of days). When signed by the Owner and Architect and received by the Contractor, Signature by the Contractor indicates the this document becomes effective IMMEDIATELY as a Construction Change Contractor's agreement with the proposed Directive (CCD), and the Contractor shall proceed with the change(s) adjustments in Contract Sum and Contract described above. Time set forth in this Construction Change Directive. ARCHITECT: 4240 Architecture Inc. OWNER: Town Of Vail CONTRACTOR: FCI Constructors, Inc. ADDRESS: 3003 Larimer St. ADDRESS: 1309 Elkhorn Drive ADDRESS: 3070 1 -70 Business Denver, CO 80205 Vail, CO 81657 Loop Bldg A Grand Junction, CO 81504 BY: Brandon Mixon BY: Tom Kassmel BY: Stan Kiser DATE: DATE: DATE: 424o Architecture Inc. chicago denver 3003 Larimer Street, Colorado 80205 t 303 292 3388 f3 2 9 2 3 w 424oarchitecture.com Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: LionS�1e 0 1 f runsA (� (� \O "C' Attention: r "L I 1 n fl - Project Street Address: s,. I", � (Number) (Street) (Suite #) Building /Complex Name: L �� �s i ( r Contact Information: Company: 1 7 r r\.e Ei , ; .L z P,r// �' !a, Company Address: City: State: C4 Zip: 1( 3 ? Contact Name: 1 att v142 d to Contact Phone: ! 16. 0 12 . S 3 3 E -Mail wa nn t" 6_ at"o Ih2 ati'✓,` (. CO 2 Revisions ( ) Response to Correction Letter _attached copy of correction letter () Deferred Submittal () Other Description / List of Changes: R e V1_5 I o n S 4 1 ��R 5 r �t S' v L �J/l S C. rrl Valuations (Labor & Material)) Building: Plumbing: Electrical: Mechanical: Total: (use additional sheet if necessary) ­ 11 _ -. _ Date Received: OCT 28 2010 1�- TOWN OF VAIL 1 -Sep -09 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MW OF Vv 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 -0166 Project #: Job Address: 395 S FRONTAGE RD W VAIL Location......: LIONSHEAD PARKING STRUCTURE Parcel No....: 210106407012 OWNER TOWN OF VAIL 07/08/2010 C/O FINANCE DEPT 75 S FRONTAGE RD VAIL CO 81657 APPLICANT 4240 ARCHITECTURE, INC. TRACY HART DENVER CO 80202 License: C000001868 ARCHITECT 4240 ARCHITECTURE, INC. 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 CONTRACTOR FCI CONSTRUCTORS, INC P.O. BOX 1767 GRAND JUNCTION CO 81502 License: 191 -A Description: LIONSHEAD PARKING STRUCTURE STAIRS, WALKWAY Occupancy: Type Construction: Status .. : ISSUED Applied..: 07/08/2010 Issued...: 08/25/2010 Expires ...: 02/21/2011 Valuation: $560,000.00 Total Sq Ft Added: 0 444444xx444444rtrtrtrtrtrtrti44trtt444rt44444444444444rtrtrtrtrtrtrtrtrt4444 4444444 #4t4444444rtt4444 FEE SUMMARY 44444 4444444444444444444rtrtrt44rtrtrtrtrtrtrtrtrtrt44H444 444444444444444444444444444444444 Building Permit Fee - - ---> $3,518.75 Will Cal Fee ---- ----------------- > $4.00 Total Calculated Fees ---- — ----- > $16,809.94 Plan Check--------------- - - - - -> $2,287.19 Use Tax Fee--------------- - - - - -> $11,000.00 Additional Fees --- ---- ---- - - - - -> 16,809.94) Add'I Plan Check Hours -> $0.00 Restuarant Plan Review - - - - -> $0.00 TOTAL PERMIT FEES-------- - - ---> $0.00 Investigation------------ - - - - -> $0.00 Recreation Fee------------ - - - - -> $0.00 Payments— -- ---- -- - - - - -> $0.00 Total Calculated Fees -- - ---- > $16,809.94 BALANCE DUE------------ - - - - -> $0.00 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. REQUESTS FOR INSPECTION S L BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4 M. 40Z oZD /O gnature of Owner or Con ractor Date ClIaCU "4 Print Name 07/08/2010 Phone: 303-785-7260 07/08/2010 Phone: 303-292-3388 08/06/2010 Phone: 970 - 434 -9093 SKIER DROP -OFF PARKING, bld_a It_construction _pe rm it_041908 f# xr xlrl�* xr**** xxYYxr* Yxx* wxxiHrxxf' f' xxxxxr*** Y** x* 4xxx* 4xx4xxxxxxxx* xx** xxYYYYr** rY# rx# 444x#* xxxxxxxxxxxxxxxxrxr* Yrrrx# xxxx44xxxxxxxxxxxxxxxxxxxxxxxxxYxrxY #444 #Y #44 #444x4444xxxxxxx4rx APPROVALS Permit #: B10 -0166 as of 08 -25 -2010 Status: ISSUED # YYrY# r# 4 # 444444 4 x* 44 xxxxxYxxxYrxYYYY 4 r# 4 4xxx# xxxxxxxrxxxxYYY4 r## Y4# 44*# x*** xx4xxxx* xx xxxxxxrxrYYYYYr4x rrr# 44# 4# 4x xxxxxxxxxxxxxx** xxxx * * *xYYYxrxrrrYxYYYYYY4 # # #Y44 * *# #4444 Item: 05100 BUILDING DEPARTMENT 07/29/2010 Martin Action: DN 08/22/2010 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 07126/2010 Warren Action: AP The applicant shall submit revisions reflecting the DRB approval for the roofs covering the stairs in the north east and west corners of the structure. Item: 05600 FIRE DEPARTMENT 08/05/2010 drhoades Action: AP 1. Provide fire detection per NFPA 72 and TOV Standards for new terminal. 2. Verify FDC's and standpipes are not adversely affected during or after construction. 3. Connect lighting in new terminal to EM generator. 1. Provide fire detection per NFPA 72 and TOV Standards for new terminal. 2. Verify FDC's and standpipes are not adversely affected during or after construction. 3. Connect lighting in new terminal to EM generator. 4. Add em lighting to restrooms. 5. Provide details ref battery back up E 100L 6. Fire alarm matrix needs revision. All signals shall be transmitted to central station. 7. Relocate horn /strobe at FACP. 8. Delete exterior horn strobe. Exterior horn strobes are restricted to flow indicators only. 9. Provide Knox Box at north entry. 10. Access to boiler room requires excesssive travel time. 11. Natural gas meter shall be accessible and protected from snow and ice accumulation. Item: 05500 PUBLIC WORKS 08/02/2010 TK Action: AP See the Conditions section of this Document for any that may apply. bld_alt_construction _pe rm it_041908 +# xxxx* xxxxr* Y* x### xx** xxxY YYYxx** xxxxxxxYYx# x+* xx# xxxrlM* YYYx###*#** xxxxxrrY* YYrrrY## xxx* r** x* x* r* YrrrYxxxxx# x* xx* x*** xY+ xYYYrrxrxY##* x###* xx# x* x** * *x *YxxrrxrrrxrrYYYYYYrxYxx #x +x CONDITIONS OF APPROVAL Permit #: B10 -0166 as of 08 -25 -2010 Status: ISSUED xx*# x***#** YYY* YrY xx********** rYYYYxx#*#**#****# x** rYYYYx# Y#* R* R*** x**** xxxYxxYrrYrxxY* x***** xxx* YYYrrrYYYx## xx** x***** YYYYYYx*** xx** xx****# YrrY# xxx # *** *•**x * * * * *** * YYYntY * # *#**# 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. Cond: CON0011532 The applicant shall apply the materials as discussed and aprpoved through the DRB process. Cond: CON0011533 The applicant shall install only dark sky, full cut -off fixtures on the exterior of the structure. bld_a It_construction_perm it_041908 Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. � 0 - Ova Project Street Address: Office Use: ` �C 90ow F,��, Rid W Project #: 1 IO Q �5 (Number) (Street) (Suite #) DRB M !- Building/Complex Name: L i ov%ske&A Okw6inn Gt�•✓x -9� Building Permit M Contractor Information: Lot #: Block # Subdivision: Company: -Lloak Company Address: Detailed Scope and Location of Work: City: State: Zip: (see c'A&CLcA� modiA cxh" Contact Name: 412 0A ( Lf VA � -+u Contact Phone: (use additional sheet if necessary) E -Mail Work Class: Town of Vail Contractor Registration No.: New W Addition (X Remodel ( )Repair ( )Other ( ) X Work Type Contractor Signature (required) Interior ( ) Exterior ( ) Both Property Information Type of Building: Parcel m 2JC+ofo4 - 0*7 - 0l2 S Single-Family( ) Duplex( ) Multi-Family( ) _ (For parcel #, contact Eagle County Assessors Office at 970 -328 -8640 or Commercial) Other ( ) visit www.eaglecounty.us /patie) Tenant Name: 1 14 o* Y&41 Does a Fire Alarm Exist? Yes (X) No( ) Owner Name: - - row., o F VOL ( Monitored Alarm? Yes No ( ) Does a Sprinkler System Exist? Yes ( ) No Valuations (Labor & Materials) # & Type of Existing Fireplaces: Gas Appliances O Gas Log 0 Wood /Pellet 0 Wood Burning O Building: $_ _ Plumbing: Electrical: Date Received: Mechanical: (including fireplace) / Total �QV 1 # & Type of Proposed Fireplaces: Gas Appliances 0 Gas Log _0 _ Wood/Pellet O Wood Burning _C� 4240 p�✓cl�.: -u�� r I nc 303 • - 1b5 •72400 tk 4 1. 4 a vr-ti .crow. JUL 07 2010 TOWN OF VAIL 15- May -lo BUILDING PERMIT APPLICATION Date: 06 July 2010 To: Town of Vail Department of Community Development 75 South Frontage Road Vail, Colorado 81657 CC: From: Tracy Hart Fite: 21064.00/3.2 Subject: Description of Work Project: Lionshead Transit Center Page: 1 of 1 Memorandum 4 2 4 0 Message: Detailed Scope of Work: 1. Transit station with site improvements including bus stop, hardscape including snowmelt, landscape, and pedestrian bridge to existing Lionshead parking structure. 2. Transit station build+ng including basement, restrooms, indoor and outdoor waiting area. Utility relocation will be required. 3. Road improvements along South Frontage Road, including improvements to the intersection at East Lionshead Circle. 4. Snow- melted pedestrian walkway including bridge and ramps connecting to northwest corner of Lionshead parking garage, and running along west side of parking garage. Includes modifications to existing parking garage for access. 5. Extension of existing exit stairs located in the Lionshead parking garage. Stairs will be extended from level 2 to level 3, and include a roof canopy. 6. Snow plow path and snow storage to west of existing Lionshead parking garage, including new snow removal access gates. 7. New vehicular access to lowest level of parking garage on the west side, including excavation, new retaining walls, opening in existing structural wall of parking garage, and new stair connection with snow melt from level three to level two of existing parking structure. 424o Architecture chicago denver 3003 Larimer Street Denver, Colorado 80202 T 303 292 3388 F 3 2 9 2 3 W 4240architecture.com e 2009 I ECC COM check Software Version 3.7 "1 Envelope Compliance Certificate Section 1: Project Information Project Type: New Construction Project Title : Construction Site: Owner /Agent: Section 2: General Information Building Location (for weather data): Vail, Colorado Climate Zone: 6b Vertical Glazing / Wall Area Pct.: 40% Activity Typ" Transportation Section 3: Requirements Checklist Floor Area 1600 Designer /Contractor: Envelope PASSES: Design 14 better than code. Climate- Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R -Value R -Value U- Factor U- Factor(a) Roof 1: Insulation Entirely Above Deck 1150 - -- 60.0 0.016 0.048 Exterior Wall 1: Concrete Block:8', Partially Grouted, Cells 2000 10.0 0.0 0.171 0.080 Empty,Ught Density, Furring: Metal Window 1: Metal Frame:Double Pane with Low -E, Clear, SHGC 225 - -- -- 0.290 0.550 0.30, PF 0.25 Window 3: Curtain Wall:Double Pane with Low -E, Clear, SHGC 130 - -- -- 0.290 0.450 0.30, PF 0.25 Window 4: Curtain Wall:Double Pane with Low -E, Clear, SHGC 495 - -- 0.290 0.450 0.30, PF 0.25 Door 4: Glass (> 50% glazing):Metal Frame, Entrance Door, SHGC 42 - -- -- 0.290 0.800 0.30, PF 0.25 Door 5: Glass (> 50 0 /6 glazing):Metal Frame, Entrance Door, SHGC 21 - -- -- 0.290 0.800 0.30, PF 0.25 Basement Wall 3: Solid Concrete:12" Thickness, Light Density, 640 10.0 0.0 0.151 0.108 Furring: Metal, Wall Ht 10.0, Depth B.G. 10.0 Door 3: Insulated Metal, Swinging 24 - -- -- 0.250 0.700 Basement Wall 4: Solid Concrete:12" Thickness, Light Density, 460 10.0 0.0 0.151 0.108 Furring: Metal, Wall Ht 10.0, Depth B.G. 4.0 Floor 1: Slab-On- Grade:Heated, Vertical 4 ft. 78 - -- 10.0 - -- - -- Floor 2: Slab- On- Grade:Unheated, Vertical 2 ft. 20 - -- 10.0 - -- - -- (a) Budget U- factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: L] 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor - permeable wrapping material installed in accordance with the manufacturer's installation instructions. E] 2. Windows, doors, and skylights certified as meeting leakage requirements. 0 3. Component R- values & U- factors labeled as certified. Project Title: Report date: 07/06/10 Data filename: S: \BGProjects \8828.00 Lionshead Transit Center Study \8828.01 Frontage Road_ECO \Engineedng\882801 envelope.cck Page 1 of 2 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. 5. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 6. 'Other' components have supporting documentation for proposed U- Factors. Q 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. E] 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. 10. Building entrance doors have a vestibule equipped with dosing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. in area. El 11.Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.7.1 and to comply with the mandatory requirements in the Requirements Checklist. TRA��c PoAdzIr - MITECT MANAc =V" T, ±k�- 7. 7. U10 Name - Title Signature I Date Project Title: Report date: 07/06/10 Data filename: SABGProjects\8828.00 Lionshead Transit Center Study\8828.01 Frontage Road_ECO \Engineering\882801 envelope.ock Page 2 of 2 Requested Inspect Date: Thursday, December 27, 2012 Inspection Area: CG Site Address: 350 S FRONTAGE RD W VAIL LIONSHEAD PARKING STRUCTURE A/P /D Information Activity: B10 -0166 Type: A -COMM Sub Type: ACOM Status: APPROVED Const Type: Occupancy: Use: Insp Area: CG Owner: TOWN OF VAIL Architect: 4240 ARCHITECTURE, INC. Phone: 303- 292 -3388 Contractor: FCI CONSTRUCTORS, INC Phone: 970- 434 -9093 Description: PHASE I - LIONSHEAD PARKING STRUCTURE: SKIER DROP -OFF PARKING, STAIRS, WALKWAY Requested Inspection(s) hem: 90 BLDG -Final Requestor: Comments: clos o ? Assigned To: GON Action: Time Exp: Requested Time: 02:00 PM Phone: Entered By: JMONDRAGON K Inspection History Item: 501 PW- Access/Staging /Erosion ** Approved ** 10/26/10 Inspector: cg Action: CR CORRECTION REQUIRED Comment: TOPPING SLAB 1 INSTALL HEAT TUBING 2) ELEVATE REBAR OFF BOTTOM SLAB 08/16/11 Inspector: tk Action: AP APPROVED Comment: Item: 10 BLDG - FOOTING 05/13/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Ok per speciaginspector Item: 504 PW- Retaining Wall Layout Item: BLDG Foundation /Steel 20 - 10/21/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: NORTH WEST RAMP 10/26/10 Comment: Inspector: cg Action: CR CORRECTION REQUIRED MAINTAIN 1 172" CLEARANCE FROM REBAR TO FORMS 10/26/10 Inspector: ca Action: COLUMNS AND INFILL WALLS PI PARTIAL INSPECTION Comment: 05/06/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED 2 LIFTS CMU WALLS (8 FT) Item: 410 Special Inspect - progress rept Item: 30 BLDG- Framing 11/19/10 Inspector: Martin Action: PI PARTIAL INSPECTION Comment: Approved stairs at west side 12/07/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: APPROVED DRIVE ISLE FRAMING OVER HEAD CANOPY 12/09/10 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: FRAMING OVER DRIVE ISLE CANOPY ONLY OK TO HANG PROPANEL METAL 05/06/11 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: ROOF FRAMING FOR BUS STOP ONLY 05/17/11 Inspector: Martin Action: PI PARTIAL INSPECTION Comment: Mech room only Item: 50 BLDG - Insulation 05/11/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: Roof only 05/17/11 Inspector: Martin Action: PI PARTIAL INSPECTION Comment: Mech room only Item: 60 BLDG - Sheetrock Nail REPT131 Run Id: 14654 T () - 6 S x,27 1 - o� �s' Job Name: GshlT�C A Job Address: W0 S. Fr�•�,�� .Ccd TOM O Permit No.: Ale) -6166 t Alb =Q(� SPECIAL. INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special inspection or Testing per Section 1701 of the IBC) The owner or his/her representative, on the advice of the design professional in responsible charge, shall complete, seal, sign and Submit a copy of the Special Inspection Agreemerit and Structural Tests Scheduled to the Town of Vail for review and approval. Signatures are required on both pages; photocopied or faxed signatures are acceptable. The owner and his/her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspection Testing: 1. Contractor Is responsible for proper notification to the Inspection or Testing agency for items listed.(Page 1) (IBC 1704) 2. Only the testing laboratory should take samples and transport them to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on -site special inspectors to the Town of Vail for review and approval.( Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Building Official in writing of any concerns and/or problems encountered. 6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional inspection or testing requirements that may be noted. A pre - construction conference at the job site is recommended to review special inspection procedures. 7. The special inspector shall use only the Town of Vail approved drawings. 8. All special Inspection field reports must be left on site for review by the Town of Vail staff prior to required Inspections or re- Inspections. BEFORE OCCUPANCY WILL BE GRANTER: The special inspection agency shall submit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested and/or inspected shall be noted In this statement. A copy of the statement shall be maintained at the job site for the Building Inspector's review prior to final inspection. Acknowledgement: Owner. signalurif Print Name Crala Special inspectoo Agency: Signature Pri Name to Project Arch/Eng: pF Eric sobo, + OR- to -a vlo ignature Print Name Date Contractor. G . SIgnature Print Name Data —3— s TONOMAI SPECIAL INSPECTION AND TESTING SCHEDULE (IBC 1704) Project Name J:� Permit# elo — Olken 4 0.40 1 Owner's Name: �'r.1,.- /Ccsa��l/s ''. X- Testing Inspectiorf Signature Print name Date Agency, Seefi� /1'�yL/3 8 J Testing Insp6W6n Signature rint Name oats Hereby certifies that the Testing nspection Agency named above has been engaged to perform structural tests and Inspections during construction as checked below, to satisfy all applicable portions of the Building Code. Prior to final Inspection, the Inspection Agency shall submit a statement that all Items of designated work performed were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated Items on the list are ready for sampling, testing, or Inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed. REINFORCING STEEL: UNDERPINNING: Tensile & Bend, one set per heat per tans Temporary/Permanont inspection of Placement Inspection ection of Steel Fabrication Inspection of Welding Inspection of Reinforcing & Form Epoxy inspection of Concrete Placement inspection of Tiebacks MASONRY: X Prelim, Acceptance Tests (Masonry Units, Wall Prisms) SOIL NAiLS Subsequent Tests (Mortar, Grout, Field Wait Prisms) Temporary Shoring _ Inspection of Placement and Grouting Permanent Wait CONCRETE_ SHOTCRETE. GROi rr AND MORTAR Concrete Shot I Grout Matter Aggrega tests for design Sul labgH nt aggregeles Ax Designs Test Panel Batch Punt Inspection Cement Grab Sample Inspect Placing Compression Tests Cast swimaris Pick -up Samples Shrinkage Bars Ylefd Check Air Chack Dry unit weight PRECAST CONCRETE: Reinforcing Tests Inspection of Reinforcing Piacement Tendon Tests Inspection of Tendon Placement Inspection of Concrete Placement Inspection of Concrete Batching ( Inspection of Panel Attachment & Inserts Compression Tests Inspection of StressinglTransfer STRUCTURAL STEEL: Sample & Test (List specific members below) Shop Identificatlon & welding Inspection Shop Ulirasonicdnspection Shop Radiography Field Welding inspection' Field Bolting inspection Field Ultrasonic inspection Field Radiography Metal Deck Welding inspection FIREPROOFING: Inspection & Placement 50LLS: Acceptance Tests Moisture - Density Determination Field Density Drilled Piers Deep Foundation STRUCTURAL WOOD: Inspection of Fabrication inspection of Truss Joint Fabrication Sample & Test Components inspection of Glu Lem Fabrication SMOKE CONTROL: PILING, CAISSONS, CAPS, TiES: Inspection of Reinforcing Placement Inspection of Concrete Placement Inspection of Concrete Belching peaty ofRerfests, fnspeatfons or special ins"Ctlons rsquhe ; SPECIAL CASES: SPECIAL INSPECTION: Seismic Resistance Wind Requirements Stc ATT46HED fNFE7 FoR AL- RFqv1aemav71 - 4- 41 SOILS SPECIAL MPECDONs am meomcr saaaNm w UVGb E srAMawO. cMmA PMOewMAMOrMO1M . 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VMD SPECULNISpwmNs mu HFAL-wr � PPAMSMD T" r - 1N(.tlpYICH rMRSY[MN DIEABA1011. •ATMCN/0a r' YUf7RCQ3iFA1MOR MdIMDYMAM0FIE10 FAO04S AADATCAODIna#ALL®CJ.S CDHtCMO1N ' •. �FMJra: avow CDI�cCIdN r xCE WW Vow M MILcom CWMOw ium - omplaFmrLi1DIFM,M011NTAi1NOAw lV INONIIIM.tlallCCfSaWOf . , -.4 Koechlein Consulting Engineers, Inc. Geotechnical and Materials Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228 -2845 www.KCE- Denver.com LAKEWOOD (303) 989 -1223 (303) 989 -0204 FAX GRAND JUNCTION (970) 241 -7700 (970) 241 -7783 FAX Qualified Colorado Department of Transportation (CDOT) and Regional Transportation District (RTD) Emerging Small Business (ESB) William H. Koechlein, P.E. President EDUCATION: University of Missouri School of Mines & Metallurgy - BSCE 1964 University of Missouri at Rolla - MSCE 1968 REGISTRATION: Professional Engineer — Colorado Professional Engineer — Wyoming Professional Engineer — Utah CONTINUING EDUCATION Instructor for ICC since 1989 AFFILIATIONS: American Society of Civil Engineers, Life Member Chi Epsilon CAGE — Colorado Association of Geotechnical Engineers PROFESSIONAL EXPERIENCE: Mr. Koechlein is President of Koechlein Consulting Engineers, Inc, which was founded in 1985. He has over 40 years of experience as a Geotechnical Engineer. His experience has included roads, residential /multi- family, commercial, hotels, hospitals, industrial, mining, ski resorts, mountain construction, and large commercial projects. Some of the major projects that he has provided design or construction geotechnical engineering services for are St. Joseph Hospital, Lutheran Hospital, Children's Hospital, Boulder Community Hospital, Keystone River Run, ArraBelle at Vail Square, Vail's Front Door, One Ski Hill Place, and Jefferson County Schools. Prior to establishing Koechlein Consulting Engineers, Mr. Koechlein worked for large a design /construction company and several large consulting firms on a variety of domestic and foreign projects that required traveling throughout the United States and overseas in the Middle East. He has worked in Colorado for over 30 years. Mr. Koechlein's design experience includes site evaluations, expansive soils, collapsing soils, foundation systems evaluation, ground water control, braced excavations, retaining walls, slope stability, drilled pier foundations, pile foundations, vibration of foundations, and special foundation systems. He is solution oriented and, therefore, open to exploring ways of making a project economical as well as feasible. Koechlein Consulting Engineers, Inc. Geotechnical and Materials Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228 -2845 www.KCE- Denver.com LAKEWOOD (303) 989 -1223 (303) 989 -0204 FAX GRAND JUNCTION (970) 241 -7700 (970) 241 -7783 FAX Qualified Colorado Department of Transportation (CDOT) and Regional Transportation District (RTD) Emerging Small Business (ESB) Scott B. Myers, P.E. Senior Engineer EDUCATION: University of Colorado, Boulder- BSCE - 1992 University of Colorado, Boulder- MSCE - 1994 REGISTRATION: Professional Engineer - Colorado AFFILIATIONS: Chi Epsilon Tau Beta Pi CAGE — Colorado Association of Geotechnical Engineers CERTIFICATIONS: Troxler Nuclear Gauge Certification: Soils Field Testing Technician PROFESSIONAL EXPERIENCE: 1995 to Present Geotechnical Engineer for Koechlein Consulting Engineers Since joining the engineering team at Koechlein Consulting Engineers, Mr. Myers has prepared soil and foundation investigations, field investigations, and various retaining walls and shoring wall designs. Currently, Mr. Myers oversees and manages the construction testing services for the Lakewood office in addition to reviewing the geotechnical reports prepared by junior engineers. He has had experience in the compaction of soils, excavation inspections, earthwork observations, reinforcing steel (rebar) observations, masonry observations, asphalt testing, and concrete testing. Mr. Myers has implemented company procedures for the management of the construction testing services and geotechnical services. Mr. Myers reviews the construction testing field reports as well as the laboratory test results for all of the construction testing projects performed from our Lakewood office. Mr. Myers has worked on projects in Vail, Avon, Edwards, Keystone, Dillon, Silverthorne, Breckenridge and metro Denver. In addition to the management of the construction testing and geotechnical services, Mr. Myers reviews, installs, and maintains the software and computer hardware used by the company. Mr. Myers played a key role in updating the computer software and hardware to allow the company to store and transmit all of the project documents in electronic format. - 4 Koechlein Consulting Engineers, Inc. Geotechnical and Materials Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228 -2845 www.KCE- Denver.com LAKEWOOD (303) 989 -1223 (303) 989 -0204 FAX GRAND JUNCTION (970) 241 -7700 (970) 241 -7783 FAX Qualified Colorado Department of Transportation (CDOT) and Regional Transportation District (RTD) Emerging Small Business (ESB) Katie I. Shaw Engineer EDUCATION: University of Wyoming, Laramie- B.S Geology -2007 AFFILIATIONS: Member, American Association of Petroleum Geologists Member, Geological Society of America CERTIFICATIONS: Troxler Nuclear Gauge Certification HAZMAT Certification Radiation and Explosives Safety First Aide /CPR PROFESSIONAL EXPERIENCE: 2008 to Present Geotechnical Engineer for Koechlein Consulting Engineers Since joining the engineering team at Koechlein Consulting Engineers, Ms. Shaw has overseen drilling programs for subsurface exploration, as well as conducted laboratory testing, figure drafting, and geotechnical report writing. In addition, Ms. Shaw has conducted piezometer monitoring, open- excavation inspections, as well as re -bar and micro - pile /drilled pier installation observations. Along with performing these tasks, Ms. Shaw also has experience in conducting quality control inspections for the manufacture of the pre -cast, concrete and tile panels for highway tunnel renovations. While at this position, Ms. Shaw has worked on projects in Vail, Breckenridge, Dillon, Silverthorne, Winter Park, and the Denver Metro area. Prior to working at Koechlein Consulting Engineers, Ms. Shaw worked as a junior field engineer with Baker Hughes, Inc. During this time Ms. Shaw was responsible for obtaining knowledge of a UNIX based data acquisition system used to perform open -hole logging operations in the oilfield, becoming familiarized with the theory and purpose of a multitude of down -hole tools, performing the rig -up and rig -down procedures on site, performing trouble shooting and basic maintenance of equipment, and working in teams while operating safely and in compliance. While at this position Ms. Shaw worked on projects across Wyoming, Colorado, and Utah. Koechlein Consulting Engineers, Inc. Geotechnical and Materials Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228 -2845 www.KCE- Denver.com LAKEWOOD (303) 989 -1223 (303) 989 -0204 FAX GRAND JUNCTION (970) 241 -7700 (970) 241 -7783 FAX Qualified Colorado Department of Transportation (CDOT) and Regional Transportation District (RTD) Emerging Small Business (ESB) Michael L. Brath Field Engineer CERTIFICATIONS: ACI: Grade 1 Concrete Field Testing Technician Nuclear Gauge: Soils Field Testing Technician WAQTC (EBTT) Rocky Mountain Asphalt Education Center: Certification Level A - Laydown PROFESSIONAL EXPERIENCE: 2008 to Present Field Engineer for Koechlein Consulting Engineers Since joining Koechlein Consulting Engineers, Inc. in 2008, Mr. Brath has been responsible for field testing of soil, rebar observations, masonry testing and observations, and concrete testing for a variety of projects. Prior to joining Koechlein Consulting Engineers, Inc., Mr. Brath obtained his experience working for AG Wassenaar geotechnical engineering company as a field technician in the Denver area. His duties there included testing of soil and concrete, asphalt, masonry and rebar observations. Koechlein Consulting Engineers, Inc. Geotechnical and Materials Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228 -2845 www.KCE- Denver.com LAKEWOOD (303) 989 -1223 (303) 989 -0204 FAX GRAND JUNCTION (970) 241 -7700 (970) 241 -7783 FAX Qualified Colorado Department of Transportation (CDOT) and Regional Transportation District (RTD) Emerging Small Business (ESB) Donald R. Sneed Field Engineer CERTIFICATIONS: ACI: Grade 1 Concrete Field Testing Technician ACI: Level 1 Concrete Laboratory Testing Technician ACI: Concrete Strength Testing Technician ACI: Level 1 Aggregate Testing Technician Nuclear Gauge: Soils Field Testing Technician WAQTC (EBTT) No. 180,831 Rocky Mountain Asphalt Education Center: Certification Level A - Laydown Summit County Special Inspector: Reinforcing Steel PROFESSIONAL EXPERIENCE: 1995 to Present Field Engineer for Koechlein Consulting Engineers Since joining Koechlein Consulting Engineers, Inc. in the fall of 1995, Mr. Sneed has been responsible for construction materials field testing and construction field observations for commercial projects. Field testing and observations have been for soil, rebar observations, masonry testing and observations, concrete testing, post- tensioned tendon layout and elongation observations for a variety of projects. Some of these projects include ArraBelle at Vail Square, Vail's Front Door, Lodge at Vail, Founder's Park and Garage, Boulder Community Hospital, One Ski Hill Place, Gore Creek Place at Vail, and Jefferson County Schools. In addition to projects in Vail, Mr. Sneed has worked on projects in Keystone, Breckenridge and metro Denver. Mr. Sneed also performs various laboratory tests in our Denver laboratory. Prior to joining Koechlein Consulting Engineers, Inc., Mr. Sneed worked as a field and laboratory technician for Huntingdon Engineering and Environmental, Inc. for 7 years. His duties there included testing of soil and concrete in the field and laboratory. While with Huntingdon Engineering, Mr. Sneed worked on several significant projects including: E-470, D.I.A., AMI Presbyterian/St. Lukes Hospital and Broomfield Aquatic Center, just to name a few. WESTERN STATES INSPECTION CHRISTOHPER JOHN MOHRBACH 13131 Bellaire Drive Thornton, CO 80241 (303)- 929 -5750 E -mail: chrismwestemstates @yahoo.com Employment Western States Inspection. Denver, CO: President/CWI/NDT (02/06 to Present) History: Performed Visual Inspection on Structural building Throughout Colorado and Wyoming. Responsible for scheduling of weekly projects through clients. Conducted Non - destructive testing using methods such as Magnetic Particle, Dye Pentrant, and Ultrasonic inspections. Also was responsible for writing Welder certifications for various codes such as AWS, ASME, and API for clients in the United States. Completed several large and small projects which include Elementary and Middle schools for Adams county, Home Depots, Walgreens, Walmarts, Churches, business buildings, and warehouses. Intermountain Testing Co. Denver, CO: Certified Welding Inspector (CWI) (08/02- 01/06) Performed visual inspection and NDT testing on various Projects. Certified in Magnetic Particle (MT), Dye Penetrant (PT), Ultrasonic (UT), and Radiography (RT). Performed Welder Qualification Testing using band saws, cutting torches, plasma cutting, and any other mean of destructive testing. Completed several large projects which included Water Treatment facilities, Elementary schools, Shopping centers, Recreational centers, and major water transmission lines. Also performed non - destructive testing on highly critical parts for Lockheed Martin, Ball aerospace, Defense Supply Systems, and Boeing. Net Systems, Bainbridge Island, WA: Commercial Air Diver (08 /00 -to 08/02) Worked with Ocean Spar Technologies in installing offshore aquicultural fish cage systems, domestic and international. Used various rigging skills and tools such as: winches, snatch blocks, and cranes, to perform proper installation of offshore cages. Also performed topside welding and cutting, and maintenance of all machinery. Weld Line Automation Anahiem, CA: Supervisor of welding department (08/99- 08/00.) Built various machines such as: Lathes, Seamers, Side Beam Tracks, Carriages, and Custom Systems for unique applications. Worked from blueprints, building structural steel frames, using: I- beams, square tubing, and angles. Assisted in shipping and receiving, to make sure machines were properly prepared for shipment in a efficient time and manor. Also performed: GMAW, GTAW, and SWAW, SAW welding, OFC -A, AAC and PAC cutting procedures. Beaird Industries Shreveport, LA: (A) -class pressure vessel and boiler Fitter (10/97- 06/99.) Responsible for mathematical layout and blueprint reading of pressure vessels using various types of tools. Installed platform and ladder clips, vessel parts, and other vessel accessories. Also performed: OFC -N, ACC, and PAC cutting and, GMAW, SMAW welding. Certified with OSHA on overhead crane and forklift operations. Training & College of Oceaneering Wilmington, CA (2000) 3.2 GPA Education: Certifications include: Commercial Air Diver, First Aid and CPR, Forklift Operator Safety (OSHA Title 8), Crane Rigging and Safety (API- RP -2D), and Welding: AWS D1.1: 2G, 1" Plate: SMAW (1999). Qualifications include Trained in accordance with ANST Instruction SNT -TC- lA and Canadian Instruction CGSB 48.9712 as per I.S.O. 9000 series to the degree of level II in the following areas: (PT) Liquid Penetrant, and (MT) Magnetic particles. Level I in (UT) Ultrasonic. Certificate in Pipe Fitting from Beaird Industries, Shreveport, LA (1998) Completed 104 hours of algebra, geometry, blueprint reading, SMAW welding, and construction of pressure vessels. Certificate from Industrial Safety Training, Evanston, WY (2001) Completed Respiratory Protection, H2S, Hazardous Atmospheres, and fit test Scott- O'rama -SAR -Reg. Certificate from BP, Evanston, WY (2001) Successful completion of the following process overview training in AREOC, PCOC, and WCOC. Training in Radiation safety and control program, and operation and emergency procedures from MQS inspection. (2001) North Pole High School North Pole, AK (1993) Diploma in general studies, GPA: 3.0. Skills & Qualifications: Certified in Non - destructive Testing in the following fields: - Magnetic particle, Level II (MT) - Visual Testing, Level II (VT) - Ultrasonic, Level I (UT) - Dye Penetrant, Level II (PT) - AWS Certified Welding Inspector (CWI) - Proficient with AWS, AISC, API, ASME, AWWA, AND MIL -STD code manuals. Western States Inspection Robert H. Pollock 303 957 -8436 E -Mail: bobpwesternstatesC&Yahoo.com AWS — CWI (26 yrs.) ICC — Structural Steel & Welding (12 yrs.) ICC — Spray Applied Fire Resistive Materials (12 yrs.) 32 years coating experience Employment Present — Western States Inspection (Principal) History Visual, high strength bolt, fireproofing, & coating inspections Consultant Project Management NDE Welder training and qualifications 2001 -2006 — Intermountain Testing Company (Senior & ICC Special Inspector) Visual, high strength bolt, fireproofing, & coating inspections Intumescent fire resistive material inspection Welder training & qualifications / NDE Plan review / bidding Projects: Railroad Bridges — 38 th Ave., Moffit Tunnel Crossing Roadway Bridges — Highland Pedestrian Bridge, 26 Ave. & 49 Ave. @ Stapleton DIA — Terminal Baggage System upgrade, parking garage expansion, structural steel & bolt inspections, tenant finish inspection, fireproofing inspection Auraria Parking Garage Nine Mile Parking Garage Aspen Grove Shopping Center Briargate Shopping Center Columbine Water Treatment Plant Expansion City of Colo. Springs — Water Treatment facilities & pipelines Numerous Multi-story buildings Water pipelines 1994 — 2001 — PSI, CHJ Inc., Kleinfelder (AWS -CWI, ICC Special Inspector) Projects: Construction of DIA Oregon Arena Project & hospitals in seismic environments San Bernardino County Hospital Anheuser Busch Brewery Expansion Fireproofing inspection Coating inspection Welder training & qualification 1974 —1994 — Inspection Services, Inc., Engineering Corp. of La., J. G. Mackin & Assoc. (AWS -CWI, Senior Inspector) Projects: Fabrication, transportation, heavy lift rigging, and installation of offshore oil structures Pipelines, pressure vessels, piping Steel Mill Inspection Welder training & qualifications Coatings inspection Materials traceability Radiography interpretation Info: Involved with numerous record setting projects in offshore oil industry Under contract to Pennzoil Oil & Gas construction dept. for 10 yrs. lent of Community Development 75 South Frontage Road Vail,.Cplor. cq ..84 T61" 974479 Fa N Web www: ) evelopment Revtew C rctn; Revision Submittals: 1. "Field Set' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved &the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: () Revisions () Response to Correction Letter 1 0 _ p )�L M&C /1 °+h _attached copy of correction letter () Deferred Submittal ( ) Other Project Street Address: (Number) (Street) Building /Complex Name: Contact Information: Company: Company Address: _ c itv: State: Zip: Contact Name: Contact Phone: E -Mail Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: $ Plumbing: $ Electrical: $ Mechanical: $ Total: $ (Suite #) (use additional sheet if necessary) Date Received: F 2010 F VAIL 01-Jan-10 TRANSMITTAL FORM Description List of Changes: Lionshead Transit Center> 04 October 2010 Page 1 4 2 4 0 04 October 2010 Mr. Martin Haeberle Chief Building Official Department of Community Development 5 South Frontage Road Vail, Colorado 81657 Mr. Tom Kassmel Town Engineer Town of Vail Public Works 1309 Elkhorn Drive Vail, CO 81657 Chief Mike McGee, Deputy Chief & Chief Mike Vaughan, Fire Marshall Town of Vail Fire Department 42 W. Meadow Drive Vail, CO 81657 Lionshead Transit Center Permit Application # B10- 0166/167 Mr. Warren Campbell Chief of Planning Department of Community Development 5 South Frontage Road Vail, Colorado 81657 Dear Sirs Attached is a revised sheet C011 that provides revisions to the pedestrian ramp elevations. The start of the ramp and the upper landing has not changed. The middle landing has been lowered and both sections of ramp have revised slopes. Attached: C011 Please contact me with any additional comments or questions. Best Regards, r ,i z e Tracy Hart LEED AP Senior Associate <cc: Tom Kassmel /Town of Vail E. Randal Johnson /4240 21064.00/3.2 Lionshead Transit Center> 04 October 2010 Page 1 4 2 4 0 04 October 2010 Mr. Martin Haeberle Chief Building Official Department of Community Development 5 South Frontage Road Vail, Colorado 81657 Mr. Tom Kassmel Town Engineer Town of Vail Public Works 1309 Elkhorn Drive Vail, CO 81657 Chief Mike McGee, Deputy Chief & Chief Mike Vaughan, Fire Marshall Town of Vail Fire Department 42 W, Meadow Drive Vail, CO 81657 Lionshead Transit Center Permit Application # B10- 0166/167 Mr. Warren Campbell Chief of Planning Department of Community Development 5 South Frontage Road Vail, Colorado 81657 Dear Sirs Attached is additional information for the revisions labeled CCD05 submitted September 27th. Provided is the UL listing for the intumescent rated system applied to the 6" steel columns supporting the stair landing as well as a revised special inspection report. Attached: Revised special inspections. UL X -615 Please contact me with any additional comments or questions. Best Regards, i 4 Tracy Hart LEED AP Senior Associate <cc: Tom Kassmel /Town of Vail E. Randal Johnson /4240 21064.00/3.2 Job Name: �rrlSGiPdTtzl,Si� ��r OVAAU� Job Address: S. �r�,,r�w TOwN Permit No,: �l l�- rl f AI -�o l�n SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC) The owner or his /her representative, on the advice of the design professional in responsible charge, shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of Vail for review and approval. Signatures are required on both pages; photocopied or faxed signatures are acceptable. The owner and his /her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspection Testing: 1. Contractor is responsible for proper notification to the Inspection or Testing agency for items tisted.(Page 1) (IBC 1704) 2. Only the testing laboratory should take samples and transport them to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing agency on a weekly basis. 4, inspection agency to submit names and qualifications of on -site special inspectors to the Town of Vail for review and approval.( Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Building Official in writing of any concerns and /or problems encountered. 6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional inspection or testing requirements that may be noted. A pre - construction conference at the job site is recommended to review special inspection procedures. 7. The special inspector shall use only the Town of Vail approved drawings. B. All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re- inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and sealed statement that ail items requiring testing and inspection were fuifilied and reported. Those items not tested and /or inspected shall be noted In this statement. A copy of the statement shall be maintained at the job site for the Building Inspector's review prior to final Inspection. Acknowledgement: Owner: a 5(gna ur Print Name ate \ ? //2 Special Inspection IN 9 ,Zv / Agency: Signature Print Name Date Project [ b / PE- Arch /Eng: r/Lw 15 rit SO Date matu S igne Print Name Contractor: Signature Print Name Date -3- 'MWNOVAJ SP ECIAL INSPECTION AND )STING SCHEDULE (11BC 170 Project Name: L�Ons1��c�cf j Permit # owners Name: Print Name Data Testing Inspectio Signature Agency: s Pnnl Neme Date Testing Inspectio Slgn -Lu inspections during construction s checked be ow, to satisfy all applicable portions ga of he Building Codectural tests and Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated work performed were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated Items on the list are ready for sampling, testing, or inspection, it shall. be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed. REINFORCING STEEL: Tensile & Bend, one set per heat per tons Inspection of Placement Inspection of Welding Epoxy MASONRY: x Prelim. Acceptance Tests (Masonry Units, Wall Prisms) Subsequent Tests (Mortar, Grout, Field Wall Prisms) Inspection of Placement and Grouting cunTn09T9 GROUT AND MORTAR: Concrete Shot Grout Mortar Aggregate tests for design Suitability of aggregates Mix Designs Test Panel " -- Batch Plant Inspection Cement Graf sample inspect Placing Compression Tests Cast Specimens Pick -up Samples —` Shrinkage Bars Yield Check Air Check Dry Unit Weight PRECAST CONCRETE: Reinforcing Tests Inspection of Reinforcing Placement Tendon Tests Inspection of Tendon Placement Inspection of Concrete Placement Inspection of Concrete Batching Inspection of Panel Attachment & Inserts Compression Tests Inspection of Stress(ng/Transfer PILING, CAISSONS, CAPS, TIES: Inspection of Reinforcing Placement inspection of Concrete Placement Inspection of Concrete Batching pecify other tests, inspections or special Instructions require . SEE ATT46HED F orz r IF r4 ILr: D UNDERPINNING: Temporary/Permanent inspection of Steel Fabrication _ Inspection of Reinforcing & Forms _ Inspection of Concrete Placement Inspection of Tiebacks SOIL NAILS: Temporary Shoring Permanent Wall STRUCTURAL STEEL: Sample & Test (List specific members below) _ Shop Identification & Welding Inspection Shop Ultrasonic Inspection Shop Radiography Field Welding Inspection Field Bolting Inspection _ Field Ultrasonic Inspection Field Radiography Metal Deck Welding Inspection _ _ s v�: Inoe ADDED ON Inspection &Placement E-- Acceptance Tests Moisture- Density Determination Field Density Drilled Piers Deep Foundation STRUCTURAL WOOD: Inspection of Fabrication Inspection of Truss Joint Fabrication Sample & Test Components Inspection of Glu Lam Fabrication SMOKE CONTROL: SPECIAL CASES: SPECIAL INSPECTION: Seismic Resistance Wind Requirements S;f Fe I RFQVIREMili NT S 4y 10.04.2010 BY 4240 ARCHITECTURE INC. 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Address: 1 / r1^ eA61 Pk i,, j City: Lc kc t,✓ o ao State: C_D Zip: Phone No: '_;Da C1 S '1 172 Fax No: 363 'YA-1 024 E - Mail: W k0 C C k (e ,' A kC.G - {n t/el C OM Age: Agency /Employer: Employer Location: SG 0^1 - 5-1 -ems Address City S 'ems Scr^ e_ Slate Zip C.' i ? '— S a r•, � Fax Number Phone Number 2. Type(s) of Work for Which Applicant is Seeking Registration Inspectors may become registered for any one or more of a number of types of work (testing and inspection). Check each type of work the inspector is applying for below: Reinforced Concrete X Piling and Drilled Piers Pretension Tendons IK Verification of Soils Post- Tension Slabs _ Welding High Strength Bolling Steel Frames Smoke Control J Seismic Resistance Sprayed Fire Resistant Structural Masonry Material Signature X Retaining Walls Pre -Cast Concrete Erection _ Non - Destructive Testing Exterior Insulation and Finish System X Special Cases Date In TOWN OFVA[I, SPECIAL INSPECTOR APPLICATION FORM 1, Applicant Information / J Name: ft yP r� Sc O TT First M.I. Last A lcor Add I o�3 6 w ^I c� City: ( State: CQ Zip: ' 9Q Phone No: st)'' `1 % `t 0 U N Fax No: 303 Y 9 9 Oz o �L E -Mail: S /a'1 �/ C �� P — c�en LiCl o ,►-� Age: Agency /Employer: ► /t ter► ^ �' I ��� Employer Location: Ci y �SM� liyti+ Sti MC 15 .5" -ei State Zip Phone Number Fax Number 2. Type(s) of Work for Which Applicant is Seeking Registration Inspectors may become registered for any one or more of a number of types of work (testing and inspection). Check each type of work the inspector is applying for below: Reinforced Concrete Piling and Drilled Piers Pretension Tendons Verification of Soils Post- Tension Slabs Welding High Strength Bolting Steel Frames Smoke Control Seismic Resistance Sprayed Fire Resistant Structural Masonry Material Signature X Retaining Walls Pre -Cast Concrete Erection _ Non- Destructive Testing Exterior Insulation and Finish System }-1 Special Cases e1 t ;? t u Date M TOWN OF VAII, SPECIAL INSPECTOR APPLICATION FORM 1. Applicant Information Name: .J�4 Last First M.I. Address: city: I g ke wo State: t:g� Zip: Phone No: ! / "2Y 3 122 -:3z' Fax No: _�C)3 IF S�`7 `_/ E -Mail: K� ��' e. C kCe - C Pit tle Age: Ii � T Agency /Employer: Employer Location: - < e-"- -e Address City _ 94AM_& 55.t 2— 5'. - SL. s, — Slate Zip Phone Number Fax Number 2. Type(s) of Work for Which Applicant is Seeking Registration Inspectors may become registered for any one or more of a number of types of work (testing and inspection). Check each type of work the inspector is applying for below: Reinforced Concrete Pretension Tendons Post - Tension Slabs High Strength Bolling Smoke Control Structural Masonry Piling and Drilled Piers Verification of Soils Retaining Walls Pre -Cast Concrete Erection Welding Steel Frames Seismic Resistance Sprayed Fire Resistant Material ZL _ignatur6 _ Non- Destructive Testing Exterior Insulation and Finish System Special Cases P_ (� Dale In 0 t� SPECIAL INSPECTOR APPLICATION FORM 1. Applicant Information Name: Er s I k � Last First M.I. Address: y W (tw�P Pg,k�....i, Sye- 1/S City: L-t r wdc9 A State: KD Zip: 'FV'ot ASS Phone No: 3 3 ° (X l�a3 Fax No: 0 3 9 4S 9 d Q E -Mail: M den yer rae Age: Agency /Employer: Employer Location: < a r+ -C, 54"' � Address 5 a."- -- S_ e2 e s t v, e — S S At -C.— State Zip Phone Number Fax Number 2. Type(s) of Work for Which Applicant is Seeking Registration Inspectors may become registered for any one or more of a number of types of work (testing and inspection). Check each type of work the inspector is applying for below: Reinforced Concrete X Piling and Drilled Piers X Retaining Walls Pre -Cast Concrete Pretension Tendons Verification of Soils Erection Post - Tension Slabs High Strength Bolting Smoke Control Structural Masonry Welding Steel Frames Seismic Resistance Sprayed Fire Resistant Material _ Non - Destructive Testing Exterior Insulation and Finish System Special Cases Date 4' Signature In *VAIL '!OBN SPECIAL INSPECTOR APPLICATION FORM 1. Applicant Information Name: S /1 ,e - Last Da��t Id �— First M. 1. Address: + � 3 6 y �✓ A �, e a P�,� k wa i City: Lg ke w o act _ State: CO Zip: &(2 21 X Phone No: 3 D3 `( $� I2 Z 3 Fax No: '3o3 l i k z OZo E -Mail: fit/ S Of � 'n �_ d l? t/el Cow Age: Agency /Employer: ' Employer Location: �+�+� S � e ' Address City State Zip Phone Number Fax Number 2. Type(s) of Work for Which Applicant is Seeking Registration Inspectors may become registered for any one or more of a number of types of work (testing and inspection). Check each type of work the inspector is applying for below: Reinforced Concrete Pretension Tendons Post - Tension Slabs High Strength Bolting _ Piling and Drilled Piers Retaining Walls Pre -Cast Concrete K Verification of Soils Erection Welding Steel Frames Smoke Control Seismic Resistance Sprayed Fire Resistant Structural Masonry Material Signature _ Non- Destructive Testing Exterior Insulation and Finish System Special Cases Date M �Y1tU� 1 OVAUI�' lO REPORT OF SPECIAL INSPECTIONS Project: Li o1) °ctc4 Permit Number: Project Location: Owner `�� o n� Address ��j�l'�< ����n i�t ; e City: Zip: Registered Design Professional In Responsible Charge: Address: City: /le State: ( Zip: _SCE hone: ? jD' 2 5 `'! V`1/2z ?� Fax: -�i GISs� G�0`� E -mail: 5/Yl Vt°/S �CG �'C{�O� rv/ I l ' This Report of Special Inspections attached is submitted as a condition from permit issuance in accordance with Section 1704 International Building Code. It includes a Schedule of Special Inspection Services applicable to the above referenced project as well as the identity of the individuals, agencies, or firms intended to be retained for conducting these inspections. The Special Inspector(s) shall keep records of all inspections and shall furnish interim inspection reports to the registered design professional in responsible charge at a frequency agreed upon by the permit applicant and building official prior to the start of work. Discrepancies shall be brought to the immediate attention of the contractor and design professional in responsible charge for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official by the registered design professional in responsible charge prior to the completion of that phase of work. A Final Report of Special Inspections shall be submitted by the design professional in responsible charge to the building official at the conclusion of the project and before a certificate of occupancy will be issued. Prepared by: L i` Type or Print Name' Q .�� M ••• ;tO co 3 22 Signature� ZO l7 �� �• F £3�r2 f l �ioNAL'� Date Preparer's Seal and Signature Required To be filled out by the jurisdiction and returned to applicant Building Official's Acceptance of Special Inspections Frequency of Interim reports: Monthly Bi- Monthly Upon Completion Per Attached Schedule Signature Date Permit Number Sri? BXUV.X615 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 2 BXUV.X615 Fire Resistance Ratings - ANSI /UL 263 Page Bottom Design /System /Construction /Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI /UL 263 See General Information for Fire Resistance R atings - ANSI U Design No. X615 November 29, 1999 Ratings — 1, 1 -1/2 and 2 Hr. (See Item 2) http: // database. ul. com /cgi- binIXYVItemplatelLISEXTI1 FRAMElshowpage.html ?name =B... 10/4/2010 1. Stel Columns — Steel and a weight of 10. lb. per foot The minimum shall free e of dirt, scale all thickness of 0.237 in. and oil. BXUV.X615 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 2 2. Mastic Coating* — Spray applied to desired thickness in multiple 1/8 in. thick (wet) coats. See table below for appropriate final dry thickness. After each coat, the surface shall be lightly rolled with a paint roller. Steel surfaces to be primed as required per a lication instructions Rating Hr Min Thkns In. 1 0.38 1 -1/2 0.61 2 0.85 ALBI MFG, DIV OF STANCHEM INC — Type 89S intumescent mastic coating for Interior General Purpose Use; Type AC800 intumescent mastic coating for Interior General Purpose and Exterior Use. 3. Reinforcing Mesh — 1 in. hexagonal wire mesh (No. 20 SWG galvanized steel wire), tied together using the ends of the wire mesh. Mesh is embedded in the coating prior to application of final two (min.) coats in accordance with manufacturer's recommendations. *Bearing the UL Classification Mark Last Updated on 1999 -11 -29 Questions? Print this page Notice of Disclaimer Page Too Copyright © 2010 Underwriters Laboratories Inc. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2010 Underwriters Laboratories Inc. @" An independent organization working for a safer world with Integrity, precision and Knowledge /! if http : // database. ul. com lcgi- binIXYV /templatelLISEXTI1 FRAMElshowpage.html ?name =B... 10/4/2010