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HomeMy WebLinkAboutB10-0135 BUREMA ENGINEERING Scott Parks Ferruco Vail Ventures LLC 16 Vail Road Vail,CO 81657 970.819.9002 BREMA Engineering LLC Brent Wilson PO Box 775043(US Post Office Mail) 815 West Hillside Court(other courier service) Steamboat Springs,CO 80477 970.401.1744 brent@bremaengr.com Re: Sebastian Hotel—Main Lobby Sculpture and Fireplace 4/20/2011 Dear Mike Vaughn (TOV Fire Department) and Martin Haeberle(TOV Building Official), This letter is written to document the Main Lobby Sculpture contained within the fireplace is operating and burning under the recommended service temperatures prescribed by MSI Testing and Engineering. This letter serves to be added to the previous letter, appendices and report dated April 1, 2011. Please note that the original three citations, and the subsequent formal references data have been added to the original April 1 document,as Appendices C, D and E. Additionally, the Fireplace Monitoring Report conducted within the last week has been added to the original and new appendices, as Appendix F. After conducting monitoring within the past week, it was observed the main lobby fireplace in the Sebastian Hotel is operating safely and under the required conditions for AISI 1020 Steel Twig Sculpture contained inside. Testing observations over a four day analysis have resulted in readings and highest temperatures not exceeding 680°Fahrenheit(Reference Appendix F for Fireplace Monitoring Report). This temperature has been observed to be more than 300° lower than the recommended service temperatures by MSI,for the entire monitoring period. Please note this documentation and conclusion may only be applied to the Sebastian Hotel Main Lobby Fireplace, as conditions and prescribed requirements may be different for any other fireplace. v D Sebastian—Twig Sculptor MAY - 3 2011 TOWN OF VAIL 3C) -o/S6 This final report is intended to be a completed document for future TOV reference. Attached are the previous April 1 documentation, with all new and old Appendices A through F. If anything appears to be missing,please do not hesitate to call with other questions or clarifications. to LlC Sincerely, a0 A F.•••• Brent Wilson -as lyi �� jJ02 PE, LEED AP& Principal Member ; ..•'� ' BREMA Engineering LLC ONALL Enc. • Letter April 1, 2011 • Appendices A-E • Appendix F-Fireplace Monitoring Report 4/20/2011 Sebastian—Twig Sculptor Page 2 of 2 BREMA ENGINEERING ...� Scott Parks Ferruco Vail Ventures LLC 16 Vail Road Vail, CO 81657 970.819.9002 BREMA Engineering LLC Brent Wilson PO Box 775043(US Post Office Mail) 815 West Hillside Court(other courier service) Steamboat Springs, CO 80477 970.401.1744 brent@bremaengr.com Re: Sebastian Hotel—Main Lobby Sculpture and Fireplace 4/1/2011 Hear Mike Vaughn and all with Vail Fire Department, We write this letter to present evidence supporting the safe operation of the main lobby fireplace with steel twig sculpture in the main lobby fireplace at the Sebastian Hotel. BREMA Engineering LLC(BE)was contracted along with MSi Testing& Engineering, Inc. (MSE)to investigate and perform analysis to determine if the sculpture lifecycle would withstand the environment within the firebox under normal operating and burning conditions. It is BE's opinion that the facts and evidence found during the investigation have supported this conclusion, under the observed and prescribed conditions below. Introduction During the first site visit attended by BE the original appearance of the sculpture within the burning firebox seemed questionable and led to many questions. Would such a statue melt or creep under operating conditions? What is the hottest temperature of the gas flame? What is the hottest temperature the statue would experience in the firebox during burning? What is the material by which the sculpture is constructed? What are the relevant material properties of the sculpture? How would one ensure the statuette does not sag(creep)over time,or even melt? These questions needed to be answered to ensure the sculpture service life could not become threatening or a danger to the hotel and the occupants within. To answer the above questions first,the metallurgical properties of the sculpture were tested by spectral analysis. Such a test divulges the chemical makeup,and the material the statuette is constructed with. Second,once the material was determined BE verified the material properties of the metal through other third party sources. Third an operating test was performed to find the maximum temperature the Sebastian—Twig Sculptor J•� sculpture would endure under normal operating conditions. Lastly,the location in the firebox and a further monitoring/trial procedure has been recommended to ensure the safety and welfare of the hotel and occupants. It should also be mentioned that during the original BE site visit, the gas flames were observed to be quite intense and radiating heat at a close proximity to the statue. Some discoloration was apparent. As a result, a technician of the fireplace manufacturer permanently lowered the gas valve setting to lower the gas consumption and amount of heat radiated, more specifically toward the sculpture. BE was assured this adjustment may not easily be changed unless by the fireplace manufacturer technician. It was observed during the second site visit by BE,the flames were smaller and lesser in intensity. Testing,Observations. and Analysis One W sculpture twig was sent for chemical analysis to MSE to find out what the sculpture was made of. The test was performed under ASTM E415 standards and the certification number appeared on their report. Spectral analysis revealed the twig was made of AISI 1020 carbon steel. MSE recommended that the highest service temperature such metal could withstand was 1000°F. Higher temperatures may result in scaling, discoloration, and even glow red. A visual chart of colors was attached to show how the appearance would change as exposure to increasing temperatures has occurred. The report also stated that any glowing should be avoided-see the full report in Appendix A. The resulting chemical analysis was verified to match that of a 0.2%carbon steel—or AISI 1020 carbon steel' (Reference Appendix Q. Steels with this chemical makeup have a melting point around 2700°F" (Reference Appendix D). Creeping may then occur at roughly the higher third of temperatures up to the melting point—in the 1800-26001 range. Additionally the hottest flame temperature (measured within the flame) of propane and natural gas was found to be 3600°F, under normal air combustion"' (Reference Appendix Q. As a result proximity of the sculpture to and flame intensity is important. If metal was submersed within the flame at the highest temperature, the appearance may then change to a visible glowing red appearance or even melt, according to the chart of colors vs. increasing, and melting point temperature. When cooled, some scaling and discoloration may occur. Even so, at service temperatures below 1000°F,the stability and service life of the metal should be retained-most importantly without creeping or melting. Any visible discoloration into a redish hue under fireplace operation should be avoided. BE also concurs with MSE that service temperatures of the sculpture should not exceed 1000°F. A second site visit to the fireplace was conducted by BE to find the actual highest operating temperature the sculpture would endure now the gas valve was turned down, and the fireplace was burning—see Appendix B,Observation Report. The test was conducted and the highest temperature recorded was 832°F. Observations also revealed that the temperature of the statue then consistently cycled between lower temperatures, and the highest temperature reached between 780-832°F. Also, no redish glow was ever observed during the test period. The sculpture location combined with the operating conditions appeared to be within acceptable operating parameters. Such burning conditions should eliminate any possibility of danger or hazard, with over a 160°F margin to glowing, and another 800°F margin for creeping,to commence. Melting point temperatures appeared well over 1800°F higher than the 4/1/2011 Sebastian—Twig Sculptor v2 Page 2 of 3 maximum sculpture temperature observed during the test period. The current sculpture location should be fixed, or at least marked for ease of future verification. Conclusion The safety and welfare of the hotel and the occupants is, and always will be paramount. If the sculpture is to remain in the fireplace under the observed operating conditions,it is BE's opinion that the sculpture service life can withstand that environment-safely. Even so, BE recommends three things, to ensure an adequate safety factor and the protection and security of the hotel and the residents. First the location observed during the test period should be permanent. Second, employees and maintenance personnel should physically look at and check the color under various operating conditions once in a while-and make sure no glowing appearance is reached by the statuette, ever. Finally,for at least the first couple days, and maybe Sporadically for a few months,spot check,testing the actual sculpture temperature should be recorded and maintained until it is obvious, any danger has been eliminated. It is also the opinion of BE that testing should occur at least one time when the outside and inside temperatures reach a maximum under operation. We hope this letter has presented enough evidence to allow the fireplace operation to continue with the twig sculpture within the firebox. Please feel free to contact us with any other ideas,suggestions and/or questions. We are always happy to entertain better ways to design,do business and serve our clients. Sincerely, Brent Wilson PE, LEED AP& Principal Member �p,O0 IICFy BREMA Engineering LLC per,•'�F• W •.• G : , q%• ' I�y I�� •••��C/ Gi • s 42812 o 1 °ASS ONAt-���` t At��G References Foundations of Materials Science and Engineering,William Smith,Irwin/McGraw-Hill,Table 9.3,p453, 1993. http://www.metalsuppliersonline.com/research/property/metals/819.asp. http://www.engineeringtooIbox.com/flame-temperatures-gases-d 422.html. 4/1/2011 Sebastian—Twig Sculptor Q Page 3 of 3 APPENDIX A—MSE METALLURGICAL ANALYSIS 4/20/2011 Sebastian—Twig Sculptor Page 1 of 3 ANTesting & Engineering, Inc. Your Source for Metallurgical Testing and Failure Analysis 1390 N.25th Avenue Melrose Park, IL 60160 Auk 708.343.3444 Mr A X•3033 -ESnNG CERT.106100', Ferruco Vail Ventures LLC Report No.: 170535 16 Vail Road Date: 2-1411 Vail, CO 81657 Order No_: Page: 1 of 2 Attn: Mr. Scott Parks SU13JECT Consultation on the use of 314"metal rod in a fireplace sculpture exposed to natural gas flame. Chemical Testina* Element 3/4" Rod 1. Chemical analysis identified the submitted metal rod Carbon .18% as AISI 1020 carbon steel. 2. When subjected to elevated temperatures this Manganese .50 material will form an adherent, dark high-temperature Phosphorus ,032 oxide layer (scale). An increase in temperature will increase the oxidation rate, leading to a gradual loss Sulfur .029 of metal. Silicon .19 3. It is our opinion that the service temperature of the sculpture should be maintained below 1000°F (no Nickel .01 visible glow). Then, the oxidation rate will decrease, Chromium ,02 and the sculpture will have a longer service life. 4. When operating the fireplace, adjust the flame to a Molybdenum <.01 lower intensity. The attached Heat Colors Reference Copper .01 Table will help to visually estimate the service temperature of the sculpture. The glowing range Aluminum <.01 should be avoided. • Chemical testing performed in accordance with ASTM E415. Respectfully submitted, MSi Testing&Engineering, inc. 104MI 244 Pavel Latash Senior Metallurgical Engineer PL E-document The Above Test Report Relates Only To The Items Tested And Snap Not Be Reproduced Except In Full,Kl&m t The Written Consent Of MSi Testing Q Engineering,Inc. All Spedmen Remnants Pertaining To The Above Tested Items Are Retained For a Maxlrnum Of 30 Days,Unless Notified In Writing. Template:Reports:) Report TempletasWew Client-address.doc Ventures Ferruco Vail Page 2 of 2 MSj Report 170535 AN HEAT COLORS 2s00 1371 2400 1316 2300 1260 21.00 1204 2100 1149 2000 1093 1900 1038 1800 -� 982 1600 871 tsao s16 1400 760 lsaa ��a 120^ '' 649 Ii00 593 1000 � 538'. As steel is heated in an enclosed furnace, it will display these approximate colors at the temperatures indicated. APPENDIX 8-BE OBSERVATION REPORT 4/1/2011 Sebastian—Twig Sculptor Page 1 of 3 BWREMA :•.- ENGINEERING Observation Report Date: April 19, 2011 Location: Vail, CO Project: Sebastian Hotel Fireplace Weather Cond: 40°F & Light Snow with Cloudcover Project No: 110111 Time: 1:00 PM Client: Scott Parks—Ferruco Vail Ventures LLC Duration: Almost 30 minutes on site Prepared By: BREMA Engineering, Brent Wilson & Forwarded: via "e-mail" Martin Zourek(2 pages) The following individuals were present at the Friday, March 25, 2011 site visit at the Sebastian Hotel. The meeting was scheduled to observe the sculpture temperature under fireplace operation. The present members walked the main lobby area to view the fireplace. The following depicts the conversations and observations of the day. Attendees: Company: Telephone No: Cell No: Martin Zourek BREMA Engineering LLC 970.376.7886 Scott Parks Ferruco Vail Ventures LLC 970.819.9002 Observations: 1) The gas fireplace was ignited and burning occurred. 2) The temperature was approximately 70°F in the main lobby area. 3) A temperature measuring device was placed on the sculpture-Omega TJ36 probe with HH801B Datal Logger. 4) For a period of ten continuous minutes temperature of the sculpture was viewed to be between 780-832°F. The observed temperature never exceeded 832°F. 5) The fireplace gas valve had been permanently turned down by the fireplace manufacturer technician and could not be adjusted by the house maintenance person, and the flames were visible smaller compared to the first visit. PO Box 775043;Steamboat Springs,CO 80477;cell 970.401.1744;office 970.367.5167;brent @bremaengr.com:Q 6) No noticeable discoloration,glowing or scaling was visible on the sculpture during the test period. The preceding comments and/or observations represent an overview of the project's progress and condition of the work. Please notify us in writing of any misunderstandings, required interpretations,clarifications within TEN (10)work days of receipt of these meeting minutes, or proceed on the basis that these items are as agreed to by all parties concerned. END OF MEETING MINUTES cc: Email X Mail X PO Box 775043;Steamboat Springs,CO 80477;cell 970.401.1744;office 970.367.5167; brent @bremaengr.com:Q APPENDIX C—Foundations of Materials Science And Engineering,Table 9.3,p453. 4/20/2011 Sebastian—Twig Sculptor Page 1 of 2 Tempered' 116 800 86 593 20 1060 0.60 C,065 Mn As rolled 118 814 70 483 17 Spring wire,forging dies,rdpaac Annealed 91 628 TMrM TWAd 22 wheels - 160 110 113 ONONVII 13 sheIvIll 1030 0.80 C.0.80 Mn As rolled 140 967 AS" ChemiCd 12 Music wire,helical spnngs.cad Annealed 89 614 54 373 AN*4W eomposMon. Tempered 189 1304 142 980 Bongo- T>pieai ONFAK W1°s Condltlon ksil Uft ksl mra KOM% appioatiOnS 1010 010 C.040 Mn Hot-roved 40-60 276-414 26-45 179-310 28-47 Sheer and s^p for drawng wke. 814 10 Cold-rolled 42-58 290-400 23-38 159-262 30-45 rod,and nails and screws; concrete reinforcement bar 1020 020 C.(145 Mn As rolled 65 448 Z8 331 36 Steel plate and struchrd Annealed 57 393 43 297 36 sections;shafts,gears I 040 C.0.45 Mn As rolled 90 621 60 414 25 Shafts.studs,high-tensile tuber Annealed 75 517 51 352 30 gears Tempered' 116 800 86 593 20 1060 0.60 C,065 Mn As rolled 118 814 70 483 17 Spring wire,forging dies,rdpaac Annealed 91 628 54 483 22 wheels Tempered' 160 110 113 780 13 1030 0.80 C.0.80 Mn As rolled 140 967 85 586 12 Music wire,helical spnngs.cad Annealed 89 614 54 373 25 chisels,forging die blacks Tempered 189 1304 142 980 12 1095 095 C.0.40 Mn As rolled 1/0 966 83 573 9 Dies,punches,taps,milling Annealed 95 655 55 379 13 cutters,shear blades,high Tempered' 183 1263 118 814 10 tensile wire 'Quenched and tempered at 315°C (6C0'F) APPENDIX D—http://www.metalsuppliersonline.com/research/property/metals/819.asp 4/20/2011 Sebastian—Twig Sculptor Page 1 of 4 Properites of Carbon Steels 1020 plus related metals Page 1 of 4 Buy Estimate sell t Us I My Account Contact Us M taL properites of 1020 Search: Find below the search results for the material you've specified. Please note here this information is NOT to be used for design purposes, and in no event shall MSO be liable for any damages arising from the misuse of this information Carbon Steels 1020 Related Metals: No Related Metal names. Get Quotes Specifications: AMS 5032 AMS 5046 AMS 5054 ASTM A29 (1020) ASTM A510 (1020) ASTM A512 (1020,MT 1020) ASTM A513 (MT 1020) ASTM A519 (1020,MT 1020) ASTM A544 (1020) ASTM A575 (Ml 020) ASTM A576 (1020) ASTM A635 (1020) ASTM A659 (1020) ASTM A787 (MT 1020) ASTM A794 (1020) ASTM A827 ASTM A830 MIL 5-11310 (CS 1020) MIL 5-16788 MIL S-7952 MIL T-3520 SAE J1397 (1020) SAE J403 (1020) SAE J412 (1020) UNS G10200 Chemistry Data Carbon 0.17 -0.23 Iron Balance Manganese 0.3 - 0.6 Phosphorus 0.04 max Sulphur 0.05 max General Information Principal Design Features 1020 is one of the very commonly used plain carbon steels. It has a nominal carbon content of 0.20%with approximately 0.50%manganese. It is a good combination of strength and ductility and may be hardened or carburized. http://W W W.nietalsuppliersonline.com/research/property/metals/8 1 9.asp 4/19/2011 Properites of Carbon Steels 1020 plus related metals Page 2 of 4 Applications 1020 steel is used for simple structural application such as cold headed bolts. It is often used in the case hardened condition. Machinability Machinability is good at 65%compared to 1112 carbon steel as 100%baseline. Forming Formability is good by all conventional methods as the ductility of 1020 is good. Welding Readily weldable by all of the standard methods. Heat Treatment 1020 may be hardened by heating to 1500 - 1600 F and then water quenching. It should then be tempered.More often it is used as case hardened by carburizing . The cost of doing any heat treatment to such a low carbon steel often precludes doing so for the modest return in mechanical properties obtained. Forging Forge at 2300 down to 1800 F. Hot Working Hot work in the range of 900 to 1200 F. Cold Working 1020 steel is readily cold worked by all conventional methods. A stress relief anneal may be needed after extensive cold work. Annealing A full anneal is done at 1600 to 1800 F followed by slow furnace cooling. This will give a tensile strength of about 65 ksi. A stress relief anneal may be done at 1000 F. Aging Not applicable. Tempering Temper, following heat treatment and quenching, at 600 to 1000 F depending upon strength level desired. A 1000 F temper gives a tensile strength of 90 ksi. Hardening 1020 steel hardens by cold working an by heat treatment, quenching and tempering. http://www.metalsuppliersonline.com/research/property/metals/819.asp 4/19/2011 Properites of Carbon Steels 1020 plus related metals Page 3 of 4 Physical Data Density (tb /cu. in.) 0.284 Specific Gravity 7.86 Specific Heat (Btu/lb/Deg 0.107 F- [32-212 Deg F]) Melting Point (Deg F) 2760 Poissons Ratio 0.3 Thermal Conductivity 360 Mean Coeff Thermal 6.7 Expansion Modulus of Elasticity 30 Tension Modulus of Elasticity 11 Torsion Mechanical Data Form Round Bar Condition Cold Drawn Temper 68 Tensile Strength 64 Yield Strength 54 Elongation 24 Reduction of Area 54 Rockwell 879 Brinnett 126 Form Round Bar Condition Hot Rotted Temper 68 Tensile Strength 55 Yield Strength 30 Elongation 25 Reduction of Area 50 Rockwell B76 Brinnett 137 Vie:cu+r:es Disclaimer This information is provided"as is"and Metal Suppliers Online,LLC makes no warranty of any kind with respect to the subject matter or accuracy of the information contained herein.Metal Suppliers Online,Inc.specifically disclaims all warranties,expressed,implied or otherwise,including without limitation,att warranties of merchantability and fitness for a particular purpose. In no event shall Metal Suppliers Online,Inc.be liable for any special,incidental,indirect or consequential damages of any kind or any damages whatsoever resulting from loss of use,data,profits,whether or not advised of the possibility of damage,and on any theory of liability,arising out of or in connection with the use of the information contained herein. http://w%vw.metalsuppliersonline.com/research/property/metals/819.asp 4/19/2011 APPENDIX E—http://www.engineeri ngtoo I box.com/f la me-tem peratures-gases-d 422.html 4/20/2011 Sebastian—Twig Sculptor Page 1 of 2 Flame Temperatures some Common Gases Page 1 of 3 The Engineering 19clBox O me w«wEngineeringToolBox corn Resources,Tools and Basic lnformation for Engineering and Design of Technical Applications! •Ads by Googly Natural Ga= Prooane Gas Prices Electric Flame Gas E%Dlosoye Methane Search C. +,, Recommend Gvshvn sa h Flame Temperatures some Common Gases Adiabatic flame temperatures for some common fuel gases-propane,butane,acetylene and more-air or oxygen atmosphere Sponsored Unkr r i >Power >Physical Security Engineering News EPOS Six data center >Cooling >Management 1%0 Home domains...connected •Acoustics >Rack Systems >Services PrinterFriendly •Air Psychrometrics ToolBox ShortList •Basics i The flame temperatures for some common fuel gases can be found in the table below. •Add this Page! •Combustion •Drawing Tools Link to this Pace! Combustion with Dynamics Combustion with Air •Economics Fuel Gas Oxygen BookMarkThe •Electrical _ ('C) (*C) Engineering ToolBox! •Environment Acetylene 3,100 2,400 BookMark this Pagel •Fluid Mechanics Butane 1,970 •Gas and Compressed Carbon Monoxide 2,121 goo THIS 1 Air - •e.er(:oo81e •HVAC Systems Ethane 1,960 •Hydraulics and i Hydrogen 2,660 2,045 No Service Call Pneumatics MAPPtI 2,980 Charge •Insulation _ Affordable furnace •Material Properties i Methane 2,810 1,957 repair&install •Mathematics Natural Gas 2,770 Servicing all brands 303-945- •Mechanics I Propane 2,820 1,980 4319 •Miscellaneous •Physiology Propane Butane Mix 1,970 •Piping Systems Propylene 2,870 •Process Control Gas Furnace •Pumps I Note!Initial gas,air and oxygen temperature at 20°C.No excess air/oxygen. Receive Free •Standards i Quotes& Organizations ' 'I MAPP gas is a mixture of various hydrocarbons,principally,methyl acetylene and propadiene. Information on AC, •Steam and Heating&Furnace Condensate Sponsored Links Systems. •Thermodynamics •Water Systems Honda Hydrogen Fuel Cells Watch the film to see how hydrogen fuels Honda's Undying Dream._.h°nda.con, ------------ Propane Gas Furnace Propane Gas Furnace Estimates Enter Zip&Get 3 Bids In Secondsl R—daRapahReplec..co / Trane Air Ads by Gooale i Super New Welding Machine Super New Technology Plasma Welder All in One to Weld,Cut,Braze,Solder--... Conditioning Electric Flame ! Propane Furnace I nmmhoo8k- We know Methane I Related Topics noeedsdServ�8 Gas MWures Denver for 25 Gas Torch Combustion-Boiler house topics-fuels like oil,gas,coal,wood-chimneys,safety valves,tanks- Yearsl combustion efficiency ToolBox ShortList Add this Page! I Sponsored Links Gas Furnace Related Documents Estimates Go, ! _.... .._.........._......_. Find The Perfect Search the ToolBox!; Gas Furnace. 1 • Adiabatic Flame Temperature-Adiabatic flame temperature of hydrogen,methane,propane and octane in Compare Prices in Translate this f Kelvin Under 30 paoell Dust Explosions-Critical Temoeratures and Concentrations-Critical temperatures and concentration Seconds. parameters for some common substances as coal,zinc.uranium and more About Us! Molecular Weight-Gases and Vapors-Molecular mass of common gases and vapors Temperature Free Industry Magazines 10 ToolBox Short List IndustrvWeek R °c I.Difficult to find your favorite ToolBox page?Add links to your favorite pages in your own personal Short List! r °F •Add this Page!•Delete the ShortList! Convert! L�ength- l' ! Design-2-Part i R m j Magazine r r� 1 http://Ai-«-NN-.engineeringtoolbo-,.com/flaiie-temperatures-gases-d_422.html 4/19/2011 APPENDIX F-Sebastian Lobby Fireplace Monitoring Report 4/20/2011 Sebastian-Twig Sculptor Page 1 of 4 R E M A ;•.- ENGINEERING Sebastian Lobby Fireplace Monitoring Report Date: April 20, 2011 Location: Sebastian Hotel,Vail, CO Project: Sebastian Hotel, Twig Sculpture in Fireplace Time: see report observations Project No: 110111 Duration: see report observations Client: Ferrucco Vail Ventures LLC Observation Dates: April 15, 16& 17 Prepared By: BREMA Engineering (3 pages) Forwarded: via "e-mail' and mail The following individuals were present at the Friday, April 15 site visit at the Sebastian Hotel. The meeting was scheduled to observe and record flame and sculpture temperatures under fireplace operation. The attending members walked the main lobby area to view and energize the fireplace. A shutdown procedure was established. Additionally Martin Zourek conducted testing and observations alone over the next two days. The following depicts the conversations and observations during the three day monitoring period. Attendees: Company: Telephone No: Cell No: Martin Zourek BREMA Engineering LLC 970.376.7886 Scott Parks Ferruco Vail Ventures LLC 970.819.9002 Observations.Procedure and Results: BREMA Engineering recorded temperatures and visually inspected the existing fireplace with the new burn pan and steel sculpture installed. Temperatures were recorded while the fireplace was burning to confirm the hottest readings never exceeded the highest recommended service temperature of 1000° F by MSE. The temperatures were recorded again using the Omega HH801b with TJ36 temperature probe. During the measuring periods the probe was located in seven Fireplace Prior to Testing different locations of the fireplace grating at the base of the sculpture directly in the flames (See Figure 1- Fireplace Plan Probe Locations). Each location had temperatures measured for 40 minutes and was recorded every five minutes to obtain an operating temperature profile. PO Box 775043;Steamboat Springs,CO 80477;970.367.5167;brent @bremaengr.com #5 41 46 47 42 #3 #4 Figure 1-fireplace Plan Probe Front Lobby Entry Locations 1 -f The new ornament was installed on Thursday,April 14th, 2011. The fire place was started up on Friday,April 15th, at 11:55 am. The probe was placed at location#1 on the grating, in the flames. At 1:30 pm the observed maximum temperature was 670° F. These observations corroborated the fireplace was operating below the maximum service temperature. On April 16th, a visual inspection was performed. The Probe Location#1 fireplace had operated the whole night. No color changes,deformations, or damages to the rods of the sculpture were apparent. Temperatures were recorded and observed at locations#2, #3, and #4, again over 40 minute periods. The highest recorded temperature at#2 was 398.3° F, at point#3-669.7° F, and at the location #4- 533.0° F. See Table 1—Observed Sculpture and Flame Temperatures at Various Locations on the following page. On April 17th, 2011 another visual inspection was performed and revealed no significant color changes, scaling, deformations, or damages. Temperatures again were recorded and observed at locations #5, #6, and #7 " over 40 minute periods. The highest recorded temperature at#5 was 364.3° F, point#6-669.8° F, and at the location#7-487.4° F. Observations appeared to be consistently below 670° F. Probe Location#3 PO Box 775043;Steamboat Springs,CO 80477;970.367.5167;brent @bremaengr.com;Page 2 of 3 Temperature('F)vs Time OM7&11 04!77/11 Probe posifim#2 Probe positlm 45 01:15.00 PM 76.0 42.0 03:20:00 PM 84.0 01:20:00 PM 332.0 400.0 03:25:00 PM 314.5 38D.0 3500 01:25:00 PM 380.0 380.0 03:30.00 PM 348.3 340 0 .. 01:30:00 PM 391.0 380.0 .. �.....�.._. 03:35:00 PM 356.2 330.0 01:35:00 PM 395.0 340.0 03:40:00 PM 364.3 320 01:40:00 PM 397.0 32.0 - 03:48:00 PM 360.7 3100 01:45:00 PM 398.3 03:50:00 PM 356.8 3m 0 01:50:00 PM 390.2 3000 _ 03:55:00 PM 357.7 229080.0 -_ 01:55:00 PM 395.0 0120 00 PM 01:3000 PM 0140:00 PM .-.0tWW PM 04:00:00 PM 359.7 03.25.00 PM 03369D PM OMO0 PM 0755:00 PM Probe posifim#3 Probe posh-#6 0200:00 PM 96.0 W 0 04:05:00 PM 169.0 700-0 7----.... 0205:00 PM 578.0 Om.O 04:10:00 PM 5825 780.0 880.0 0210:00 PM 661.9 8�.0 04:15:00 PM 5823 810.0 0215:00 PM 669.6 em.o 0420.00 PM 651.7 92.0 0220:00 PM 662.4 KOO 04:25:00 PM 669.8 500.0 5800 0225:00 PM 669.7 5�0 ____-....___.._.__.__._.___.______._._..._.. 04:30:00 PM 650.8 `'80.0 0230:00 PM 668.6 5400 ___._,._____-__ 04:35:00 PM 676.1 580.0±-. 5 .0+- 0235:00 PM 669.0 . 04:40:00 PM 669.3 5M0 4- 0240:00 PM 672.4 02 0s 00 PM 02 1500 PM 027:00 PM 0235 00 PM 04:45:00 PM 655.2 041000 PM 04:20:00 PM 043000 PM m40 oo PM Probe posifim#4 Probe povfim#7 0245:00 PM 1200. 04:50:00 PM 130.0 5m o 0250:00 PM 521.7 534.0 04:55:00 PM 435.7 4901 4�0 0255:00 PM 529.4 5.300 05:00:00 PM 483.5 47000 03.00.00 PM 528.5 528.0 05:05:00 PM 484.1 4m o 450 0 03:05:00 PM 533.0 524.0 -� 05:10:00 PM 486.4 440,0 03:10:00 PM 527.4 521.0 ___ _ ______-� 05:15:00 PM 485.7 4300 03:15:00 PM 525.3 522 - 05:20.00 PM 487.4 410 0 5mo 03:2):00 PM 531.3 5 8 0 _ __ 05:25:00 PM 487.3 400.0 03:25:00 PM 532.5 5180 05:30:00 PM 485.4 0MOD PM M 05:m PM 051500 PM 052s.o0 PM 0290:00 PM 03:0000 PM 03.10.00 PM 03'.2:00 PM Table 1-Observed Sculpture and Flame Temperatures at Various Locations Recommendations and Conclusions: Temperature of the sculpture and flames were observed no higher than 670° F over a three day period. These temperatures were well below the maximum recommended service temperatures for AISI 1020 Steel by which the sculpture was created. Operation of fireplace was therefore deemed to be operating under acceptable parameters. As long as gas consumption levels are not changed and the operation continues under the conditions of the previous BREMA Observation Report and this Testing and Monitoring Report,operation of the Sebastian Hotel Lobby Fireplace may safely continue. Additionally, it was observed that any gas valve tampering, opening or turning up the gas also appeared impossible, and only could be accomplished by a trained technician of the fireplace manufacturer. The preceding comments and/or observations represent an overview of the monitoring test procedure. Please notify us in writing of any required interpretations or clarifications are needed within TEN (10)work days of receipt of these meeting minutes, or proceed on the basis that these items are as agreed to by all parties concerned. END OF MONITORING TEST PO Box 775043;Steamboat Springs,CO 80477;970.367.5167;brent @bremaengr.com;Page 3 of 3 address PO Box 1061 Avon, CO 81620 M 40 phone 970.331.1732 TRANSMITTA email info @gouldingadvisors.com L web www.gouldingadvisors.com ,vtdopment A D V I S O R S PROJECT: SEBASTIAN HOTEL - Fire PROJECT No. B10-0135 Place REFERENCE NO: DATE: December 21, 2010 TO: Vail Fire & Emergency Services IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US IMMEDIATELY. ATTN: Fire Prevention Bureau IF CHECKED BELOW, PLEASE: Mike Vaughan ( )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 ( ) INFOF ( ) REVIEW& COMMENT (X) RECORDS (X) USE ( ) THE FOLLOWING: ( ) DRAWINGS ( ) SHOP DRAWING PRINTS ( ) PRODUCT INFO ( ) SPECIFICATIONS ( ) SHOP DRAWING REPRODUCTIONS ( ) SAMPLES ( ) CHANGE ORDER ( ) COPIES DATE REV. NO. DESCRIPTION ACTION CODE 1 N/A ! Golden Blount 'Big Tex"Vented Gas Log Set Installation Instructs a REMARKS: DEC 21 20 TOW COPIES TO: WITH ENCLOSURE(S) Master File ( ) BY: Todd Goulding INSTALLER! PLEASE LEAVE WITH HOMEOWNER INSTALLATION AND OPERATING INSTRUCTIONS "BIG TEX" VENTED GAS LOGS by oO We�� eZ"0ZT_ Please Note: It is important that you read instructions before installing or operating gas logs GENERAL INFORMATION Gas logs are to be burned only in approved woodburning Fireplace with adequate chimney draft.When burning,the chimney damper must be FULLY OPEN. Log set must be installed in fireplace which operates properly when wood fires are burned. • For best results, natural gas pressure must be 7" to 10-1/2" water FOR YOUR SAFETY column. If you smell gas: • To simulate real wood burning,the gas burner is designed to burn a 1. Open Windows. yellow flame. It is normal for the logs to soot-up.The soot can easily be 2. Don't Touch electrical switches. removed with a vacuum cleaner or a soft brush. 3. Extinguish any open flame. 4. Immediately call your gas supplier. • A fireplace screen must be in place when the appliance is operating and, unless other provisions for combustion air are provided,the screen FOR YOUR SAFETY shall have an opening(s)for introduction of combustion air. Do not store or use gasoline or other flammable • If used with glass fireplace doors,burn with doors in open position. vapors and liquids in the vicinity of this or any • Do not burn wood or other items with log set. other appliance. IMPORTANT INFORMATION CHECK TO BE SURE LOG SET IS FOR PROPER GAS TYPE Log sets are designed for use with Natural Gas, unless clearly labeled for Propane(LP). Never use Propane Gas in a log set designed for Natural Gas,or Natural Gas in a log set designed for use with Propane Gas. The installation,including provisions for combustion and ventila- The minimum inlet gas supply pressure for the purpose tion air, must conform with local codes or, in the absence of local of input adjustment is 7"WC for Natural Gas and 11" codes, with the national fuel Gas Code,ANSI Z223.1-1988 and WC for Propane Gas. NFPA54-1988. The maximum inlet gas supply pressure for this burner The appliance and its individual shutoff valve must be disconnect- is 10.5" for Natural Gas and 13" for Propane Gas. ed from the gas supply piping system when testing at test pressures in excess of 1/2 psig. The appliance must be isolated from the gas supply piping system IMPORTANT: MINIMUM SPECIFICATIONS by closing its individual manual shutoff valve during any pressure LISTED IN THE CHART ON PAGE 2 OF THESE testing of gas-supply system at test pressures equal to INSTRUCTIONS MUST BE MET TO SAFELY or less than 1/2 psig.This is accomplished by closing the gas sup- INSTALL AND OPERATE THIS GAS LOG SET. ply line valve, which is required by NFPA 54, section 5.54. "BIG TEX" SPECIFICATIONS MODEL# MINIMUM MINIMUM SEE-THRU OVERALL MINIMUM MINIMUM REQUIRED REQUIRED MINIMUM HEIGHT REQUIRED REQUIRED WIDTH DEPTH DEPTH WITH LOGS BTU GAS PIPING BT24 34" 20" 24" 18" 80,000 1/2" I.D. BT30 40" 20" 28" 18" 90,000 1/2" I.D. BT36 46" 22" 28" 20" 120,000 1/2" I.D. BT42 52" 22" 28" 24" 140,000 3/4" I.D. BT48 58" 22" 28" 24" 160,000 3/4" I.D. BT60 70" 22" 28" 24" 180,000 1" I.D. BT72 82" 22" 28" 24" 220,000 1" I.D. Raised Rear Components Parts Flame Carry / Burner Down Tube ITEM 1. 2-Stage Burner Assembly 2. Silica Sand (Used in raised rear burner— Nat. Gas) 3. Glowing Embers 4. Black Volcanic Cinders 5. Vermiculite (Used in raised rear burner— LP Gas and used on top of lower adjustable burner— Nat. & LP Gas) 0 6. Gas Connector / Lower Lower Burner 7. Damper Clamp Adjustable /Adjustment Burner Valve 8. Control Tool (Adjustable lower burner) NOTE: "Big Tex" ceramic gas logs are packaged in separate cartons. Individual logs and log arranage- " ment instructions are supplied © © 0 in log cartons. *The gas fittings supplied are for what the factory considers a normal installation. 0 Some installations may require a longer connector tube or other fittings available ° in most hardware stores. © 0 0 L.P. SETS MUST INCLUDE GB FACTORY INSTALLED SAFETY PILOT KIT 2 To Install Gas Log Set: 1. Attach damper clamp to fireplace damper to prevent damper from being fully closed. 2. Position burner assembly into fireplace and position in center and as far toward the rear as possible (See "Big Tex" Specifications for allowable dimensions). 3. Attach aluminum connector to gas supply Figure 3-1 Figure 3-2 line and connect to burner assembly. Use soapy water to check connections for leaks. 4. Pour silica sand into raised rear burner completely covering pipe in pan. For LP Gas models, use vermiculite instead of sand. (Figure 3-1) 5. Place glowing ember material over sand , (vermiculite LP). (Figure 3-2) 6. Pour vermiculite over lower adjustable burner. (Figure 3-3) Figure 3-3 Figure 3-4 7. Place glowing ember material over vermiculite and upward covering sheet metal deflector. (Figure 3-4) I�I � ,3 8. Spread the black volcanic cinders in front of and on sides of adjustable lower burner. (Figure 3-5) " 9. Position bottom front log on grate. Front log position should be as forward as possible to allow proper space for flame carry down tube. (Figure 3-6) Figure 3-5 Figure 3-6 I 10. Position rest of logs on grate using log arrangement sheet supplied with logs. IMPORTANT — PLEASE NOTE L.P. GAS MODELS! LIGHTING INSTRUCTIONS FOR MODERATE SOOT ACCUMULATION IS CONSIDERED "BIG TEX" MODELS SUPPLIED WITH NORMAL FOR L.P. GAS LOGS. 3 IN 1 GAS CONTROL VALVE OR HIGH OUTPUT MILLIVOLT CONTROL VALVE DAMPER MUST BE IN FULL OPEN POSITION ARE LOCATED ON PAGE 4 OF THESE BEFORE LIGHTING INSTRUCTIONS. YOU ARE NOW READY TO LIGHT THE LOG SET BY TURNING THE FIREPLACE GAS VALVE ON AND USING A LONG MATCH OR BUTANE LOG LIGHTER. LIGHT RAISED REAR BURNER FIRST BY POSITIONING MATCH OR LIGHTER JUST OVER RAISED REAR BURNER WHILE TURNING ON GAS VALVE. AFTER RAISED REAR BURNER LIGHTS, YOU CAN USE CONTROL TOOL FOR LOWER ADJUSTABLE BURNER TO DESIRED FLAME HEIGHT. A MODERATE FIRE DURING THE FIRST 4 HOURS OF BURN TIME IS RECOMMENDED. DO NOT OVERFIRE AT ANYTIME. 3 FOR YOUR SAFETY, READ BEFORE LIGHTING WARNING: IF YOU DO NOT FOLLOW THESE INSTRUCTIONS EXACTLY, A FIRE OR EXPLOSION MAY RESULT CAUSING PROPERTY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE. 1. This product has a standing pilot, which must be lit by hand. When lighting the pilot, follow these instructions exactly. 2. This installation should be installed including provisions for combustion and ventilation air, must conform with local codes or, in the absence of local codes, to the National Fuel Gas Code, ANSI Z223 latest edition. 3. This product must be on a gas supply line that is less than 112 psi. and with an individual manual shut off. 4. Never operate this new system with the glass fireplace enclosures (doors) in the closed position. 5. Connecting 110-volt electrical power to this product will cause damage and will void warranty. 3 IN 1 GAS CONROL VALVE LIGHTING INSTRUCTIONS Pilot burner location ? Nat.Gas models Pilot Adjustment .A I 'c Gas Control Knob �Kx Removable Plug for ON/OFF Solenoid or HI/LO Adjustable x Motor Installation �.. ; Pilot Gas and Lighting Procedure DAMPER MUST BE FULLY OPENED 1. Turn the gas control knob counter-clockwise .n to the PILOT position, push the gas control valve IN and HOLD in position. This will open the pilot valve and allow gas to flow to the pilot burner. " 2. Light the pilot burner while holding the gas control knob v Pilot burner location in until a strong pilot flame is present (approximately 60 LP Gas models seconds). 3. Release the gas control knob. The gas control knob will hold in and engages the valve power unit. 4. Turn the gas control knob counter-clockwise .n to the ON position. The main burner valve will open and the main burner will ignite. Shut Off Procedure 1. To shut OFF the main burner but leaving the pilot ON, turn the gas control knob clockwise to the PILOT position. This action will close the main gas flow. 2. To shut OFF the main burner and pilot, turn the gas control knob clockwise (__� to the OFF position. This action will close the main gas valve and disengages the safety pilot valve. However, the power unit must drop out before the light- ing sequence can begin again. This may take as long as 3 minutes. 3. To relight the pilot, follow the steps in the Pilot Gas and Lighting Procedure section. ALL GOLDEN BLOUNT GAS LOG PRODUCTS USING THE 3 IN 1 GAS CONTROL VALVE CAN BE EASILY CONVERTED TO AN OFF/ON SOLENOID OR AN ADJUSTABLE MOTOR FLAME HEIGHT. ASK YOUR DEALER OR CALL 1-800-833-1139. 4 HIGH OUTPUT GAS CONROL VALVE LIGHTING INSTRUCTIONS e Pilot burner location Nat.Gas models /Gas Control Knob FOR YOUR SAFETY, READ BEFORE LIGHTING WARNING: If you do not follow these instructions exactly, a fire or explosion may result causing property damage, 7 Pilot burner location personal injury or loss of life. LP Gas models A. The Golden Blount Gas Log Set has a pilot which must be lighted by hand. When lighting the pilot, 1. "Stop!" First read the safety information at the left. follow these instructions exactly. 2. Turn the control to the "OFF" position.To do this, you B. BEFORE LIGHTING, smell all around the gas log set must turn the knob clockwise n to the PILOT position area for gas. Be sure to smell next to floor because and then press in and continue turning clockwise n some gas is heavier than air and will settle on the floor. to the "OFF" position. WHAT TO DO IF YOU SMELL GAS 3. WAIT FIVE (5) MINUTES TO CLEAR OUT ANY GAS. • Do not try to light any appliance. If you then smell gas, STOP! Follow step "B" in the safety information at the left. If you don't smell gas, go • Do not touch any electrical switch, do not use any to the next step. phone in your building. 4. To put the control in the pilot position, turn the control • Immediately call your gas supplier from a neighbor's knob counter-clockwise rn to the "PILOT" position. phone. Follow the gas supplier's instructions. 5. To light the pilot, depress the control knob and light the • If you cannot reach your gas supplier, call the fire pilot using a long match or extended butane lighter.The department. control knob should be held IN for 1 minute. C. Use only your hand to push in or turn the gas control 6. Release the control knob. The pilot should remain lit knob. Never use tools. If the knob will not push in or after releasing. turn by hand, don't try to repair it. Call a qualified service technician. Force or attempted repair may 7. Turn the control knob counter-clockwise � to the result in fire or explosion. "ON" position and turning on switch or remote attached to the "TH" and "TH-PG" terminals on valve. D. Do not use the gas log set if any part has been under water. Immediately call a qualified service technician To Turn Off Gas To Applicance to inspect the gas log set and to replace any part of 1. Turn off switch or remote. the control system and any gas control which has been under water, 2. Turn control knob clockwise n to "PILOT". E. FIREPLACE DAMPER MUST BE FULLY OPENED. 3. Depress control knob slightly and turn clockwise to "OFF". 5 �A In h rgz� LIMITED WARRANTY Golden Blount Gas Logs are warranted against defective materials and/or workmanship for as long as you own them. Burner pan assemblies are guaranteed for five years from date of purchase. Safety Pilot Assemblies are covered for one year. This warranty does not cover parts subjected to misuse, abuse, improper handling or improper installation. The GB warranty specifically excludes any liability for indirect, incidental or conse- quential damage to property. Defective logs or defective parts should be returned to your dealer or to the factory prepaid with a copy of your sales receipt. Defective parts will be repaired or replaced at the factory's option and returned to you prepaid. GOLDEN BLOUNT — 4301 WESTGROVE DRIVE — ADDISON, TX 75001 a°a o0 December 9, 2010 Subject: Summary of Structural Steel Observations, Vail Plaza Hotel Improvements,Vail, Colorado Job Number: 10-6596 TOV Permit Number: B 10 0135 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 Lobby Fireplace at the Vail Plaza Hotel, located in Vail, Colorado. The observations were performed at times scheduled by the Client, Contractor and/or Subcontractors. The structural steel welded and/or bolted connections for the improvements Lobby Fireplace were observed during construction by a certified welding inspector (CWI). These observations were completed on August 11, 2010 as scheduled by the Client, Contractor or Subcontractor. Based on our observations on this date and the documentation received from the Contractor, 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. ERFo �, •�� 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. IV, Y A- n Sincerely, GROUND Engineering Consultants, Inc. R 4� Evan E. Kuhn Reviewed by Michael K. Wariner, P.E. -61113UPID 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 I i *VAILTOWN FINAL REPORT OF SPECIAL INSPECTIONS Project: Vail Plaza Eotel Improveme-its Permit Number: B 10 0135 Project Location: 16 Vail Road; Lobby Fire Place Owner Vail Plaza Hotel Address 16 Vail Road City: Vail Zip: 81657 Design Professional In Charge-.GROUND Erigr Co--isulta--its, inc . (Special Inspectors) Address: PO Box 464 ; 101A Airpar.< Drive #9 City: Gypsum State: CO Zip; 81637 Phone: 970-524-C720 Fax. 970-524-0721 E-mail: vi.<eW @Grouzaenq.c 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. Q4, ap REG/S� cr* Prepared by: QP•�:K Wq�F9 0 Type or Print Name I� Signature L_ 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 DIF= C IE U L/ E December 9, 2010 DEC 10 2010 Subject: Summary of Structural Steel Observations, Vail Plaza Hotel Improvements, Vail, Colorado TOWN OF VAIL Job Number: 10-6596 TOV Permit Number: B 10 0135 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 Lobby Fireplace at the Vail Plaza Hotel, located in Vail, Colorado. The observations were performed at times scheduled by the Client, Contractor and/or Subcontractors. The structural steel welded and/or bolted connections for the improvements Lobby Fireplace were observed during construction by a certified welding inspector (CWI). These observations were completed on August 11, 2010 as scheduled by the Client, Contractor or Subcontractor. Based on our observations on this date and the documentation received from the Contractor, 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. <Oo REG/9,,� C r Sincerely, a GROUND Engineering Consultants, Inc. R Evan E. Kuhn Reviewed by Michael K. Wariner, P.E. ROUND 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 f P NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ME OF VE F" t LEFiwFMf ?: 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 #: B10-0135 Project #: Job Address: 16 VAIL RD VAIL Status. . ISSUED Location......: VAIL PLAZA HOTEL Applied. . 06/15/2010 Parcel No....: 210108285053 Issued...: 08/09/2010 Expires. 02/05/2011 OWNER FERRUCO VAIL VENTURES LLC 06/15/2010 F_ 701 BRICKELL AVE STE 2550 MIAMI FL 33131 APPLICANT FERRUCO VAIL VENTURES, LLC 06/15/2010 Phone: 970-477-8110 16 VAIL ROAD ! VAIL ` CO 81657 License: 1038-B CONTRACTOR FERRUCO VAIL VENTURES, LLC 06/15/2010 Phone:970-477-8110 16 VAIL ROAD VAIL CO 81657 License: 1038-B ' Description: , COMMON ELEMENT: REPLACE LOBBY FIREPLACE Occupancy: mixed Valuation: $34,250.00 Type Construction:IB Total Sq Ft Added: 0 .........««,.«««..,«««,,.,.......««.«.««««....,...«.....,.««««««.«,.«««.,.,.««.«. FEE SUMMARY ""•"""**•******«....«««..«««....«................««.««««««.««««.«.«««..«,,..., t Building Permit Fee----> $492.25 Will Cal Fee--------------------> $4.00 Total Calculated Fees--------> $1,793.46 Plan Check--------------> $319.96 Use Tax Fee-------------------> $485.00 Additional Fees--------------> $0.00 r Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES---------> $1,793.46 Investigation------------> $492.25 Recreation Fee---------—-----> $0.00 Payments----- --- ---> $1,793.46 Total Calculated Fees----> $1,793.46 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 town oning subdivision codes,design review approv d, International Building and Residential Codes and other ordinances of the Town z applicable thereto. REQUES)4: INS N SHALL BE MAD ENTY-FOUR HOURS IN ADVANCE BY TE EPHO AT 970.479.2149 OR AT OUR OFFICE FROM #- z 8:00 AM- PM. j g e of er or Contractor D t s P k Print Name �t E' f s bid_alt_construction_permit_041908 i rrrrrr#w#xwwxxxHxxrxrr#W#xwxwwxxrrxr4#w##wwwwwxwrxwx4rr###!#xwwwxrxxxxxx#rx4#xY!####w#wwxwwxxxx#xxx##Y4!##wxxwHxxxx4x####H#wwxxxxxxxrrrrx##wxwwxwxxxxxxxxxxrH#xx#H##Ww#wwxwwrwrr APPROVALS Permit#: B10-0135 as of 08-09-2010 Status: ISSUED wxrrx#r##H!l tl xwwxxxxrrrx###Wwwwxxwwrxx#####Yl wwwl wxxxxxx######!!w!!w#xxxxwxxr##x#w#wx!##xxxxx#x#xYr###*W!x!w##wwwwxx##r###!!Yw#wwwwxxxxrx####rY###kwwwkw#wwxxx4xxxxH444#####*##!x# g, Item: 05100 BUILDING DEPARTMENT 07/07/2010 cg Action: CR comments sent to applicant. see laserfische 08/09/2010 CG Action: AP Item: 05600 FIRE DEPARTMENT 3 06/21/2010 McGee Action: DN Letter from Mason-Lite states limitation of approval is based on use of Exhausto RS-16 draft inducer. 5 Page 4 of DuraChimney II instructions states"Do not use with forced draft or positive presure appliances." t Resubmit with Mechanical or FIDE stamp. Show listing of Mason-Lite with DuraChimney IL Show electrical wiring and draft fan on plans. = Show shaft wall for new chimney. s Show anti-draft termination or shrowd. 06/23/2010 McGee Action: AP Duravent Chimney II, power vent and fireplace are approved in proposed configuration. Submit electrical and mechanical permit for fan and log set. 3 Show chimney termination and shaft wall construction. i i f wl wHxxwxxrxrrtH#####Y#!#!##w*#wH4xrxx#wr######Y!#*###!xw#www#wwwxrxxxxx##x#######Y##!*#!!!H*wxwHrxxxxxx#x4########**!l Hl wwwwxxxxwHxx#x#xx###H######!llwHxw*www441rxHRxxxHxr { See the Conditions section of this Document for any that may apply. i s f bld alt_construction_permit_041908 i xxxxxrxrrrrwwxwxxxrxrrrwwwxxxxrxrxrrxwwxxxxxxxrrrwxwxwwxxxxxxxwxrwwwwwwwxxxxxwrrexxwwwwwxxxxxxxwxrx,rerwwwwxwwwxxxxxxxwrrwwwxwwxxxwxxxxrrxrrrrrrwwwwwxwxxxxxxxrxxrrr,rrwwxwwwwrwxxxxxxx �:. fi CONDITIONS OF APPROVAL Permit* B10-0135 as of 08-09-2010 Status: ISSUED (' f t rrrrrrrrwwwwwwxxwxxx*r**r xxxwwwxxxxxrxxrrrxwwwwwwxxwxxxxrr rrwrxwwwwxwxxxxxrxrxrrwrxrx*x*wwxx*xxxx**rrrrwxwxxwwxrxxxr*rrrxwww*wxwrxwww**r*rwwwwwwxxxxxxxxxrrrrxwxxwxwxwwrrrrxrrrrrxrrr 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. s Cond: CON0011559 SPECIAL INSPECTION REQUIRED PER IBC CH. 17 FOR STEEUWELDING ( 4 Y y5! s E F S S t F s e a bid alt construction I ******************************************************************************************** TOWN OF VAIL, COLORADO Statement Statement Number: R100001020 Amount: $1, 793 .46 08/09/201004 :10 PM Payment Method:Credit Crd Init: SAB Notation: VISA - DOMINIC MAURIELLO G f f Permit No: B10-0135 Type: ADD/ALT COMM BUILD PERMT ; Parcel No: 2101-082-8505-3 Site Address: 16 VAIL RD VAIL Location: VAIL PLAZA HOTEL Total Fees: $1, 793.46 This Payment: $1,793 .46 Total ALL Pmts: $1,793.46 Balance: $0.00 ' i ACCOUNT ITEM LIST: s Account Code Description Current Pmts ____ BP 00100003111100 BUILDING PERMIT FEES 492.25 PF 00100003112300 PLAN CHECK FEES 319.96 PN 00100003153000 INVESTIGATION FEE (BLDG) 492.25 UT 11000003106000 USE TAX 4% 485.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 k'. S i' 2 1 t' i i R c /� �■r ESR-2401 3 EPOR 1 Issued September 1, 2008 { This report is subject to re-examination in one year. i ICC Evaluation Service, Inc. Business/Regional Office ■ 5360 Workman Mill Road,Whittier,California 90601 ■ (562)699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205)599-9800 www.icc-es.org Regional Office ■ 4051 West Flossmoor Road,Country Club Hills,Illinois 60478 ■ (708)799-2305 i 3 DIVISION: 10—SPECIAL TIES approved agency as complying with UL103.The MFP-49 F Section:10305—Manufactured Fireplaces fireplace requires a 14-inch flue system listed by an approved agency as complying with UL103. The REPORT HOLDER: chimneys are limited to a maximum height of 40 feet(12 192 mm) and a minimum height of 14 feet (4267 mm); MASONRY FIREPLACE INDUSTRIES,LLC except that, where offsets are used,the minimum height 315 WEST 3RD STREET is 17 feet (5181 mm). A maximum of two offsets are SANTA ANA,CALIFORNIA 92701 permitted. (800)345-7078 3.3 Grout and Mortar: www.mason-lite.com The grout and mortar used to construct the fireplace is EVALUATION SUBJECT: provided by Masonry Fireplace Industries, LLC. 4.0 DESIGN AND INSTALLATION MASON-LITE MODULAR CONCRETE FIREPLACES 4.1 General: 6 1.0 EVALUATION SCOPE The fireplace units must be installed in accordance with Compliance with the following codes: this report, the manufacturer's instructions and the applicable code. A copy of the manufacturers ■ 2006 Intemational Building Code®(IBC) instructions must be available at the jobsite at all times ■ 2006 Intemational Residential Code®(IRC) during installation. Properties evaluated: 4.2 Design: • Fire resistance When installed in accordance with Section 4.3 of this report and the manufacturers instructions, the fireplace • Seismic resistance units may be installed in Seismic Design Categories A 2.0 USES through F. In Seismic Design Categories D, E and F,the seismic design parameters are limited to the values The Mason-Cite n, modular concrete fireplaces, Models noted in Table 2. The seismic design must be in MFP-39, MFP-44 and MFP-49, are fireplaces that are j accordance with Sections 13.3, 13.4, 13.5 and 13.6 of constructed in the field using prefabricated concrete j ASCE 7. firebox components with factory-built chimneys. The fireplaces are for use only with solid wood logs, LPG or Structural design calculations and construction plans natural gas log lighters, and decorative gas logs prepared by a licensed design professional are required complying with ANSI Z 21.60. to determine the requirements for the fireplace 3.0 DESCRIPTION foundation and anchorage of the fireplace to the foundation. 3.1 Fireplace Units: When installation is on wood floor construction, the The Mason-Lite"m Masonry Fireplace is a modular licensed design professional shall determine the refractory masonry unit designed for field assembly. The requirements for support and anchorage for the firebox is constructed using precast, interlocking combined gravity and seismic loading. The applicability j refractory blocks secured to each other using Mason-Lite of the seismic design parameters in Table 2 must be mortar. The system is supplied with all parts necessary verified with due consideration of the flexibility of for the assembly of a complete masonry firebox unit. anchorage and supports. In addition,the calculated long- a Refer to Figures 1 and 2 for illustrations of Mason-Lite term deflection of the wood members supporting the system components. For combustible floor installations, fireplace shall not exceed the values shown in IBC Table i the Mason-Lite system includes a noncombustible raised 1604.3 for floor members. Under the IRC,an engineered platform designed to be placed beneath the field- design must be provided in accordance with IRC Section assembled firebox unit. High-temperature refractory R301.1.3. brick, 11/8 inches (28.6 mm)thick, is required to line the 4.3 Installation: r interior of the firebox. The Mason-Lite"m Masonry Fireplace system may be 3.2 Chimneys: installed direct) on concrete slabs and footings or on Y 9 The firebox units may only be used in conjunction with combustible floors, subject to the structural design E specific chimney systems. The MFP-39 and MFP-44 limitations contained within this report. For concrete j fireplaces require the use of a Desa/FMI DM12 12-inch foundations, the firebox base is installed directly to the chimney or 12- or 14-inch flue system listed by an foundation. For combustible supporting systems, j REPORrs are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. w■r«nt . n■oree a■nrrrnROCK va Copyright®2008 Pagel of 8 ( F I Page 2 of 8 ESR-2401 installation of a 1-inch-thick (25.4 mm) ceramic fiber- 5.2 The fireplace units must be installed by contractors board,6-inch-high (152 mm)metal support base and 1/2- approved by Masonry Fireplace Industries, LLC. i inch-thick (12.7 mm) cement board is required before 5.3 The foundation or supporting structure and the placement of the firebox hearth components. The precast components are assembled following the anchorage of the fireplace unit to the foundation or Mason-Lite published instructions and using Mason-Lite supporting structure must be designed for all mortar. Minimum No. 3 reinforcing bar or %2-inch- applicable loads, including gravity, wind and diameter(12.7 mm)all-thread must be installed, and the earthquake loading, and must include applicable cells of the precast components are grouted with Mason- load combinations in accordance with IBC Section Lite grout. Anchorage of the fireplace unit to the 1605. The weights of the various components and foundation or supporting floor must be designed as the footprint of the installed unit are included in Table 1. The structural design and calculations described in Section 4.2. must be prepared by a registered design After completion of the construction of the lower professional and must be provided to the code firebox components, the precast lintel and firebox dome official for approval. components are installed. In Seismic Design Categories 5.4 The fireplace units are manufactured in Highland, D, E and F, straps must be installed as shown in Figure California, under a quality control program with 3. The chimney anchor plate is then attached to the firebox dome as shown in Figure 4. Once the installation inspections by OMNI-Test Laboratories Inc. (AA- of the chimney anchor plate is completed, the listed 706). prefabricated chimney flue pipe is installed as shown in 6.0 EVIDENCE SUBMITTED Figures 5, 6 and 7. The clearances to combustibles are as required in Table 4. Installation of the chimney must Data in accordance with the ICC-ES Acceptance Criteria be in accordance with the chimney's listing and the for Field-constructed Fireplace Systems Using chimney manufacturer's instructions. Prefabricated Blocks(AC375),dated June 2007. Firebrick lining having a minimum thickness of 11/8 7.0 IDENTIFICATION inches (29 mm) must be installed along with any The components of the fireplace units, including mortar required hearth extensions as shown in Figure 8. The and grout, are supplied to the jobsite on a factory- fireplace units are not recognized for use with doors. assembled, shrink-wrapped pallet bearing a label with Combustion air must be provided in accordance with the Masonry Fireplace Industries, LLC, name and Chapter 17 of the IRC or Chapter 7 of the 2006 address; the product name; the address of the j Intemational Mechanical Code®. manufacturing plant; and the evaluation report number (ESR-2401). A permanent label must be attached to the 5.0 CONDITIONS OF USE installed fireplace by the contractor, identifying the The Mason-Lite modular concrete fireplaces described in Masonry Fireplace Industries, LLC, name; the product this report comply with, or are suitable alternatives to name; the manufacturing location; the date of what is specified in, those codes listed in Section 1.0 of manufacture and the serial number; the clearances to this report, subject to the following conditions: combustibles; other information required by UL 127; the inspection agency name (OMNI-Test Laboratories Inc.); 5.1 The fireplaces are installed in accordance with this and the evaluation report number(ESR-2401). report and the manufacturer's published installation instructions. In the event of a conflict between this # report and the manufacturer's instructions, this report governs. r r r a t j ( r f g €g y { p3 y5 F S 3 F I a Page 3 of 8 ESR-2401 1 TABLE 1—MASON-LITE FIREPLACE WEIGHTS AND FLOOR AREA I MFP-39 MFP-44 MFP-49 Fireplace 1,110 Ibs 1,230 Ibs 1,320 Ibs Damper/Anchor Plate,Firebrick, 350 Ibs 350 Ibs 350 Ibs Grout&Mortar g Steel Platform 80 Ibs 80 Ibs 80 Ibs Chimney 50 Ibs/lineal ft 50 Ibs/lineal ft 50 Ibs/lineal ft 42 in.x 28 in. 48 in.x 28 in. 53 in.x 28 in. Floor Area 8.12 ftz 2 ( ) (9.33 ft) (10.30 ft) For SI:1 lb=4.45 N,1 in.=25.4 mm,1 lb/lineal ft.=0.0146 N/mm,1 ft'=0.092 mm'. TABLE 2—SEISMIC DESIGN PARAMETERS I Amplification factor,ap 1.0 Component response modification factor,H. 1.5 Height in structure of point of attachment of component,Z with respect to the base,feet 1 Average roof height of structure with respect to the base,h,feet 10 Fundamental period of the fireplace,Tp 0.111 Spectral response acceleration parameter,So, 0.7 f t TABLE--3 DEFLECTION LIMITS CONSTRUCTION L S or W D+L' Floor members 1/360 1 -- 1/240 a For wood structural members having a moisture content of less than 16 per cent at time of installation and used under dry conditions,the deflection resulting from L+0.5D is permitted to be substituted for the deflection resulting from L+D.(Note:this table has been copied from IBC Table 1604.3). ) TABLE 4—CLEARANCE TO COMBUSTIBLES Unit front,sides,rear: 2" t Combustible Floor: 6" Combustible Sheathing above opening top: 8" Sheathing or trim to opening sides: 8" Mantle above opening 12" Opening to sidewall: 24" Hearth extension beyond front: 20" Hearth extension beyond sides: 12" Insulation from firebox: 2" ) i f ( ( s s ) ) t z 7 Y ` i 3 i i i Page 4 of 8 ESR-2401 i Fireplace s for • Floors MFP-39144!49 Exploded Parts Diagram 32 O tin onal Outside I For Combustible Floor Systems Coli1l�$ti?t)Air Kit s �._._�...____..._ Model No_:MFP4-AK t X12; 10 2X 1 rte, 14 8P7) f I (04"Ducting not included) 1 11 2X 23: 25 24' 8 � _ 48 2X i a 0 g`2X 9 12X 22 3Xt i Refractory Firebox Liners 2 tX Herringbone Pattern shown k pp Also available in Running Bond 3 f I 4 p - `` - - MFP39SHBL-Herring 39" m 1 MFP44SHBL-Herring 44" 0 29 MFP49SHBL-Herring 49" i 4 MFP39FRBL-Running Bond Z 1 2X MFP44FRBL-Running Bond MFP49FRBL-Running Bond 16 3 b ` �28Jj 4X f 26 13 f Note:See MFI installation instructions for a complete description of the numbered items. E FIGURE 7 f 1 i k ti } 3 r Page 5 of 8 ESR-2401 Fireplace Parts Diagram for Non-Combustible Floors i i i WFP-39144149�Exptaded Parts Diagram Optional t?utside Floor Systems Cgmbustion Air Kit. Model No.:MFP4•AK I X i € a t 18 12X X14 '°~ r'�...✓ (2 20 (04"DUcting not included) 23 s 25 t ..� 19 j 2X j i�2X � z s 2X 1 ,- ;2 , QRefractory Firebox!.fir,ers Herringbone Pattern shown 3l Also available in Running Bond g l,f`f 2x; _- MFP39SHBL-Herring 39" i MFP44SHBL-Herring 44` 3X i 5 MFP49SHBL-Herring 49° _ _._..._ .___ 3 8X t MFP39FRBL-Running Bond MFP44FRBL-Running Bond MFP49FRBL-Running Bond E i i Note:See MFI installation instructions for a complete description of the numbered items. FIGURE 2 i t Page 6 of 8 ESR-2401 Attach seismic straps-� (seismic designed i ' k categories D,E&F) ery to rebar prior to placing final side 3 walls. OP I f. FIGURE 3—MASON-LITE ASSEMBLED FIREBOX COMPONENTS s i f Place 1" Ceramic Fiber r 1 Blanket under Anchor Plate and secure with Maur 114-inch masonry anchors. FIGURE 4 i t t r a i } Page 7 of 8 ESR-2401 i j Firestop Spacer with Living Space i § Above Ceiling 3 H Existing Ceiling _ Frame r Firestop Spacer i CLASS'A" ti _ eight#8 X CHIMNEY e� 314 screws FIGURE 6 p .. _ SPACER P € 3 ANCHOR is 3 PLATE r Firestop Spacer with Attic Space 2*AIRSPACE Above Ceiling CLEARANCE TO COMBUSTIBLES eight#8 x 314 NOTE: i ON REAR AND Firestop SIDES OF UNIT. � � Screws NON-COMBUSTIBLE j Spacer ✓' ONLY WITHIN 18'OF TOP OF OPENING �� i ✓° l ; Existing 'i .✓,r ✓ Ceiling ✓✓%'° � - rr`- Frame i4 F 9 4 112"THICK ly CONCRETE * i BOARD FIGURE 7 I. - - - 6"METAL. r PLATFORM 1"THICK -{ CERAMIC FIBER _ i FIGURE 5 F Page 8 of 8 ESR-2401 h F 18" MIN _ I 12" MIN 20"MIN „E„ 12' Not provided as part of freptace MIN MODEL D r E MFP-39 --7-1/4" 43" MFP-44 7-1/4" 48" MFP-49 7-1/4" 53" FIGURE 8 E e s r s• lk r Vail, Colorado Denver. Colorado Frisco. Colorado August 19. 2010 Monroe & Newell E Verruco Vail Ventures LLC nginecrs,Inc, 16 Vail Road l 0 ol3-s Vail,CO 81657 Attn.: Mr. Mark Norris Re: Structural Fireplace Renovation at Vail Plaza Hotel,Vail,Eagle Count, Colorado(M&N#8194) Gentlemen: Monroe & Newell Engineers, Inc. is the Engineer of Record for the renovation project at the Vail Plaza Hotel. We have reviewed the architectural renovation plans for the new lobby fireplace. The purpose for the analysis was to determine, if the existing floor structure below the new fireplace is able to support the precast concrete planks and the new firebox and chimney framing.The following are our structural comments: 1. The new lobby fireplace framing shall be constructed in compliance with the construction documents prepared by our office. The installation of the firebox and the flue system shall be in compliance with the manufacturer's requirements and the International Building Code,2009 Edition. 2. The weight of the new precast concrete planks that will surround the new firebox and chimney frame together with the loads of the fireplace itself and the flue and chimney will be less than the weight of the original fireplace and its stone veneer. Therefore the new fireplace can be supported by the existing floor structure without additional reinforcement. Monroe and Newell Engineers, Inc. will be reviewing existing conditions during construction and also provide site visits to review the new installed fireplace. Very truly yours, ONROE&NE VS ENGINEERS. 1NC,,,., H a- ae nnes Spae Principal 257 www,monroe-newell.com 70 Benchmark Road Suite 204 # P.O- Box 1597 • Avon, Colorado 81620 (970) 949-7768 • PAX (970) 949-4054 * email: a von Omonroe-newel Lcorn � T July 30, 2010 Chris Gunion, LEED AP ICC Plans Examiner Department of Community Development 5 South Frontage Road Vail, CO 81657 RE: Permit Application # B10-013 16 Vail Road Dear Chris, Please find below our responses to you Building Department Comments for the Vail Plaza Bar Remodel. Building Department Comments: Architectural Comments: 1 Revise sheet A1.0 to indicate the construction type as I-B per TOV records Cover sheet has been revised to show construction type I-8. See sheet Al.0. 2 Revise plans to provide minimum clearances to combustibles and a non-combustible hearth per table 4 (page 3) of the ICC ES report number ESR-2401for the Mason-lite fireplace. Refer to ICC ES report section 5.1 conditions of use. The ICC ES report governs the installation requirements, the letter written by Bill Harris is in conflict with the requirements of the ICC ES report and listing. The architectural drawings have been updated. The Timber Surround has been replaced with a non-combustible concrete surround using the same sized members fabricated in concrete. The hearth and mantels are made of the same members. This removes any combustible materials from the required clearances. 3 Show 2 hour shaft wall construction for the chimney venting per IBC 708.4 Ferrucco Vail Ventures LLC 16 Vail Road Vail,CO 81657 2-hour shaft wall is not necessary in this instance since the fireplace flue does not penetrate any floor/ceiling assemblies. The flue remains within the boundaries (and fire-rating) of the atrium until it penetrates the roof above. We will maintain the required 1 hour atrium separation behind the flue chase at the bridge. Above this point the 1 hour rating was part of the original construction. Plumbing Comments: 4 Include a gas pipe plan with CFH and gas pipe sizing stamped by a Colorado State Licensed Engineer. Verify BTU input of proposed gas log set. We have included a stamped letter by Dan Koelliker of Beaudin Ganze that addresses these issues. See letter dated July 13,2010. Mechanical Comments: 5 Include a venting and combustion air plan for the fireplace stamped by a Colorado State Licensed Engineer. Please note the maximum listed height is 40' for the chimney per section 3.2 of the ICC ES report. Venting and combustion air plan by Exhausto and signed by Brent Wilson of Vremia Engineering has been included. Please see report F-33977 attached. If you have any additional questions or comments, please let me know. Best RegardKAIA Mark RudoSenior Arch Timbers Resorts Ferrucco Vail Ventures LLC 16 Vail Road Vail,CO 81657 • _ ' FanCak Results EXHAU STQ VENTING DESIGN SOLUTIONS EXHAUSTO Job# F-33977 Job/Project Name See through firepalce City/State Vail, CO Prepared for Andreas Hansen Company : EXHAUSTO Inc. City/State ROSWELL, GA Prepared by Karl R. Coleman E-mail karlc@exhausto.com Phone Ext. System Data: System Type VENT Description Single Fireplace Location Data: Local Altitude 8150 ft A.S.L. Ambient Temperature 60 °F Barometric Pressure 22.10 in. Hg Equipment Data: Appl. Manufacturer Model Category Fuel Input CO2% Temp. Baro. Draft No. MBH Rise,°F Damper Reqd. 1 GENERIC Direct Connect I-Direct Connect Natural Gas 120 0.17 265 NO -0.02 to-0.01 Vent System -Mechanical: Section Model Size Vert. Horl. Flow Velocity Temp. Dt Delta P K-Value Fitting(s) No. in. ft ft Ib/h FPM °F In.W.C. In.W.C. 1 Pressure Stack 160 15 - 5348 1670 306 0.052 0.025 0.281 None 2 Pressure Stack 160 - 1 5348 1679 310 0.000 0.002 0.019 None 3 Pressure Stack 160 15 - 5348 1685 313 0.053 0.036 0.401 30°L 4 Pressure Stack 16o - 1 5348 1694 317 0.000 0.012 0.139 301 5 Pressure Stack 160 15 - 5348 1703 321 0.054 0.036 0.401 30°L Results-Mechanical(System ON): Appliance ON(Input) MBH Input Massflow Draft(1°F) Draft(60°F) Draft(84°F) Temp. Min.Vel. Max.Val. (Lbs/hr) (°F) FPM FPM HIGH FIRE 120 5348 -0.020 -0.020 -0.020 303 1670 1703 LOW FIRE 80 3565 -0.020 -0.020 -0.020 293 1102 1134 Volumetric Flow 2332 CFM Max. Inlet Pressure 0.185 in.W.C. Venting Solution: RSV450 F•'• '• v0�.•�4 F 4 NAL EXHAUSTO Inc. 07129/2010,01:53 PM-Page 1 1200 Northmeadow Pkwy. P:770.587.3238 Suite 180 F:770.587.4731 info @exhausto.com Roswell,GA 30076 T:800.255.2923 us.exhausto.com EXHAUSTQ VENTING DESIGN SOLUTIONS 0712912010,01:83 PM-Page 2 EXHAUSTO Q VENTING DESIGN SOLUTIONS Copyright and Disclaimer Unless otherwise expressly stated in the material or information, provided by EXHAUSTO Inc.,the following statements apply to all information and material made available from EXHAUSTO Inc. Disclaimer of Liability EXHAUSTO Inc.cannot and does not guarantee that design recommendations made by EXHAUSTO Inc. apply to other venting systems or appliances, no matter how similar in design. Different chimneys and vents have different resistance factors, surface roughness and heat transfer rates;therefore, a"generic"type does not exist. Similarly,boiler brands can have different CO2 contents,flue gas temperatures,and operating requirements,so a"generic"type does not exist here either. Designs provided by EXHAUSTO Inc.also incorporate fan performance and resistance data based on an EXHAUSTO system;therefore,substituting with another fan system can have a significant impact on the performance of the entire venting system. EXHAUSTO Inc.will accept no liability or responsibility for the performance of a venting system designed by EXHAUSTO Inc. but using a venting system,appliances or draft equipment that was not part of the original design. Any liability and responsibility falls back to the person(s)making the change,who will be considered the"Engineer on Record"and the"Performance Guarantee"provided by EXHAUSTO Inc.will no longer be in effect. Please also see EXHAUSTO's warranty terms. Limitations All calculations and system recommendations provided by EXHAUSTO Inc. are performed in accordance with approved engineering methods as described in the 1996 ASHRAE Handbook, Chapter 30, "Chimney, Gas Vent, and Fireplace Systems". The FanCalc and FanCalc2 venting design software,developed by EXHAUSTO Inc., represent an appropriate "Approved Method"of vent design and sizing as defined in national standards, such as the National Fuel Gas Code ANSI 223.1, NFPA 54 and others. Please notice that using "the equivalent length method" is not an approved engineering method. Design Copyright a' If a complete venting system designed and laid out by EXHAUSTO Inc.is utilized without using EXHAUSTO equipment,we reserve the right to charge the engineer on record;a desigo fee for design work performed. Copyright©EXHAUSTO Inc.All rights reserved. 07/29/2010,01:53 PM-Page 3 tis 3 R s 4�30 Barometric Damper p -Baffle -Stack Damper Project: F-33977 See through firepalce-Single Fireplace. EXHAUSTO , VENTING DESIGN SOLUTIONS BEAUDIN GANZE consulting engineers, inc. July 13,2010 Mr. Curt Schnieder C&C Plumbing and Heating P.U.Box 2294 Gypsum,CO 81637 1ZE: Vail Plaza Hotel Fireplace Remodel Gas Provisions Project#5.00 Dear Curt: As a follow-up to our site meeting on July 9,2010,we have reviewed the proposed fireplace gas load against the existing gas infrastructure. Based on this review we have concluded the existing gas infrastructure can accommodate proposed Golden Blount Big Tex 36"see-thru log set. The listed capacity rating for the proposed fireplace is 120,000btulh. The existing infrastructure to service this fireplace consists of a 1"steel,low pressure branch appliance runout. This branch runout is equipped with a pressure regulating valve located about 50' from the fireplace. This regulator steps the gas down to low pressure. Per the International Fuel Gas Code tables,the existing infrastructure should be capable of supporting the proposed fireplace gas load as long as a minimum 314"pipe is used between the existing 1"stub(located within about 10'of the fireplace)and the log set manufacturer's?'i"appliance connection. If there are additional questions or need for clarification,please let me know, Sincerely, 0��� Dan Koelliker,PE =-n: 35218 = Vice President �, .� DJK:jrb ri��i�f�0NIAV�tiu"' ALBUQUERQUE DENVER FORT COLLINS LAKE TAHOE SACRAMENTO} VAIL www.bece.com ARCHITECTURAL SYMBOLS PROJECT DESCRIPTION /� C BUILDING SECTION OR ELEVATION THE SCOPE OF THIS PROJECT INCLUDES THE qg REFERENCE DRAWING NUMBER REPLACEMENT OF THE EXISTING FIREPLACE WITH A NEW FIREPLACE ASSEMBLY.THIS ASSEMBLY INCLUDES A 201 Main Street,Ste 202 PREFABRICATED FIREBOX,GAS LOG BURNER SET,CLASS-A DETAIL p:970.963.4626 f:970.963.4616 CHIMNEY FLUE,AND EXHAUST FAN.THIS ASSEMBLY WILL COLUMN GRID 3 uR .timbersresortsxom BE WRAPPED BY A NON-COMBUSTIBLE FIREBOX SURROUND DESIGNATION 1 REFERENCE DRAWING NUMBER THAT MAINTAINS A MINIMUM 2-1/2"AIRSPACE AROUND THE REVISION FIREBOX. 3 REFERENCE 1 MODIFICATION OF SOME STRUCTURAL STEEL IS NECESSARY TO INSTALL THE NEW LARGER FIREBOX. A5 INTERIOR ELEVATION PROJECT PHYSICAL ADDRE SS: NORTH ARROW REFERENCE DRAWING NUMBER 16 VAIL AD 1 O CODE&ZONING INFORMATION: FLOOR LEVEL APPROVED OCCUPANCY: S-2 STORAGE(PA B EL.=100'-0" LEVEL LINE DASH AND DOT LINE FOR CENTER LINES,FLOOR LINES F-1 MODERATE HAZARD INDUSTRIAL IN EXTERIOR ELEVATIONS, A-2 ASSEMBLY(FOOD&BEVERAGE) PROJECTED LINES 1i Community Development Department B BUSINESS O WINDOW ?b11�V IF YAIL Building Safety and Inspection Services R-1 RESIDENTIAL(HOTELS) E TYPE DASH AND DOUBLE DOT LINE FOR PROPERTY LINES, R-2 T (TIME SHARE) BOUNDARY LINES S @CtlOn �� O PLAN NOTE DASHED LINE FOR HIDDEN LINES International &M Residential TYPE OF CONSTRUCTION. I-B REFERENCE Bu ALLOWABLE AREA: UNLIMITED (ABOVE OR BELOW) 6-do Va.d9ttt'of permit The IslurI C•or of of a permit shalt DOOR NUMBER BREAK LINE TO BREAK OFF not be Construed to be a per rritfor.OrM of,any violation of TOTAL EXISTING BUILDING A 319,467 S.F. O (IF MORE THAN ONE DOOR PER ROOM ���V PARTS OF DRAWINGS any of tho provisions of this GO Order NdiflanCe of the TOTAL PRPOSED AREA: 467 1 SUB LETTERS ARE USED) i J jurisdiction. Permits prewAy"110" fa VMO or cancel the tr hl D: YES provisicnc of this code Or Olt lM r$ al not be BUILDI NG C ODE Q USED: 2009 IBC valid. Tho issuance of a pern1ltb000neonitruC111ort documents and ACCESSIBILITY CODE ANSI 117.1-2003 O other dwta shall not prevent the&J lft CfAr�el from requiring the coree,on cf errors in the constnuion docuf ob and other data.The building official is also authorized to prevent occupancy or use of a *U' INDEX structure where in violation of this code or of arty other ordinances of � this jurisdiction. ARCHfTEOTURAI A1.0 COVER SHEET L11 PLANS EXAMINER: DATE: A3.1 FLOOR PLAN A3.2 BRIDGE PLANS A4.1 STRUCTURE/ A42 ELEVATION ELEVATION AND SECTION A4.3 FIREPLACE SOFFIT SECTION STRUCTURAL CHIMNEY SUPPORT FRAME DETAIL L U 1 pC VAIL LA A HOTEL LL PROJECT DIRECTORY 00 00 OWNER CONTRACTOR O LOBBY FIREPLACE REMODEL VAIL,FERRUCO VAIL VENTURES FAIL,CO VAIL VENTURES 16 VAIL ROAD 16 VAIL ROAD VAIL,CO 81657 VAIL,CO 81657 T 970.9634626 T 970+177-0034 CONTACT:GREG SPENCER CONTACT:MARK NORRIS ARCHfTECT STRUCTURAL ENGINEER VAIL PLAZA MONROE&NEWELL PERMIT RESUBMITTAL 07.29.10 TIMBERS RESORTS P.O.BOX 1597 HOTEL 201 MAIN STREET,SUITE 202 70 BENCHMARK ROAD,SUITE 204 O CARBONDALE,C081623 AVON,CO 81620 T 970-983-4626 T 970-949-7768 F 970-963-4616 F 970-949-4054 CONTACT:MARK RUDOLF CONTACT:HANNES SPAEH MECHANICAL ENGINEER A 1 0 BEAUDIN GANZE M 110 EASTBEAVERCREEKBOULEVARD AV COVER SHEET AVON,CO 81620 T 970.9498108 LLIKER CONTACT:DAN KOE L V ,��,►is Town of Vail 07/29/2010 SCALE = N.T.S. I \ I I I I CHECK—IN 101 201 Main Street,Ste 202 I p:970.963.4626 E 970.963.4616 w -timbersresortsxom i 20'-92" 6'-112" " 1'-3' 0 72" 72"72" 72" 72" I 't. ` �•• ' r 4.. 241 FIN.FLOOR C KEY PLAN .1_jn ; NOT TO SCALE NON-COMBUSTIBLE 7-1/2"X 7-1/2"(CONCRETE)FIREBOX PLAN NOTES: - SURROUND-WITH 2-1/2"MIN. N AIRSPACE TO FIREBOX �N 1 NEW FIREBOX -� 1 LOBB AT IUM — PORTE CO HERE — —cN m - 100 001 2 w I I � � A4.t " V I A4.1 SIN t t Lu A4.2 UL- -- LL N r -- - - - - CpLO�rgao O -- I BRIDGE ABOVE E Q 0 11 J VAI L PLAZA HOTEL All 7 FLOOR PLAN I CONCIERGE FIREPLACE PLAN @LOBBY ' 07/29/2010 t / I 102 1/41 = 1'-0" j SCALE _ "=1'-0" s EXISTING DOOR TO REMAIN 201 Main Street,Ste 202 p:970.963.4626 f:970.963.43.4 616 ww %timbersresortsxom S - -- -- F JI I MAINTAIN 1 HR.FIRE o - $- SEPARATION TO SMOKE C CURTAINS&BETWEEN NEW RAILING SECTION t I BETWEEN EXIST.POST @ SMOKE CURTAIN HOUSING-- KEY PLAN Y Q Y NOT TO SCALE Y r Y N Y Y -- - --- PLAN NOTES: N Y rift Y t_ --- M _._......______ i M __ I I Y I I 9 ■ I I I 'I ■ 1 I ■ o ■ N NN - Y _ Y � Y Y - CL M REMOVE EXIST. w STONF VENEER LL M N N O FIREBOX SURROUND BELOW ® m REMOVE EXISTING SMOKE m CURTAIN-TYP. BOTH IN RELOCATE EXISTING SMOKE O SIDES CURTAIN TYP.BOTH SIDES C'o�Q � N Y l w - o Jc AZA 1 ' HOT ED A3 . 2 FLOOR FLAN EXISTING DOOR TO REMAIN 07/29/2010 1 BRIDE DEMO PLAN FIREPLACE PLAN BRIDGE 1M V-011 [SCALE --J.'=1 -0 A4.3 I I is S aRT I I I I I I I 201 Main Street,Ste 202 i I p:970.963.4626 f:970.963.4616 iA4.1 I 18"DIA. FLUE www.timbersresotts.com I 1 I I i I EXISTING STEEL COLUMNS B.O.STL.CHANNELS I I ' I I ' _-� ,� B.O.STL.CHANNELS_____ __ ELEV:172'5-114" -------� - I I -�-- -------- ELEV:170'-6-1/4" I FL E I I 1 i 1-HR WALL ON BACK OF CHIMNEY TO SEPARAT 1 BRIDGE STEEL CONNECTION ' ELEV:169'-6-1/2" r TEEL CHANNELS - -- -- i I I FIN.FLOOR ELEV:170'-0" B.O.SOFF IT ----- ' ELEV: 168 4-6" --- MASONLITE FIREBOX NON-COMBUSTIBLE 7-1/2"X --- - - - --- 1 - 7-1/2"(CONCRETE) FIREBOX i --' BRIDGE - -�� _ �_ _ SURROUND-WITH 2-1/2"MIN. i - 1 AIRSPACE TO FIREBOX i I NON-COMBUSTIBLE (CONC.) Lu MANTEL-WITH 2-1/2" MIN. " NON-COMBUSTIBLE (CONCRETE) I'i I I AIRSPACE TO FIREBOX(TYP. HEARTH-WITH 2-1/2" MIN. BOTH SIDES) - -- AIRSPACE TO FIREBOX(TYP. BOTH SIDES) III GOLDEN BLOUNT- BIG TEX �- GAS LOG BURNER(GAS LOGS TO BE REPLACED WITH ' - - - J I OVFREICK HEARTH Lo _ I I I METAL/NON-COMBUSTIBLE TE162- 1/2" FIREPLACE SCULPTURE)TEE :162- 1/2" - - - ----- FIN.FLOOR ' FIN.FLOOR ------ - - EL�V:�6DrD'�------ --- - - - ,--------- - ---- ELF�r�sa'��-- --- -- --------- -- ---- --- -----®--- ---- J 1 . 2'-9" 2'-9" I p��1u ' r�n6. VAIL PLAZA 11VoN-4pIM6" j FIREBOX HOTEL COLUMN WO OFIREPLACE STRUCTURE ELEVATION FIREPLACE SECTION �_r A4 . 1 O 3/8" = 1'-0" cri ELEVATION SECTION , ? 07/29/2010 SCALE =J"=1'-0" K cr,Y \ I 201 Main Street,Ste 202 - - p:970.963.4626 8 970.963.4616�7' � www.dmbersresorts.com 1 A4.1' -- - BLACK STAINED WOOD EXIST. PLASTER FLUE i _ -- TRIM TRANSITION (2X8) CHASE TO REMAIN - BLACK SHEET MFTAL i (NATURAL FINISH)W/HORIZ. FRAMING SPRING POINT SEAMS OVER PLYWOOD } E N 172'-6-1/4" co i_.LLn.1 d HI 111UH - t, A FRAMING SP I ��� -- LEV 19'-6" U E RING POINT : 6 Q SHEET METAL -J ---------- --- GRANITE -- - - - u_ m m ABSOLUTE BLACK GRANITE I. OVER MASONLITE FIREBOX O ii OR MTL. FRAMING & NON-COMBUSTIBLE 7-1/2"X I L PLAZA 7-1/2" (CONCRETE) FIREBOX OT T.O.FIREBRICK HEARTH SURROUND-WITH 2-1/2" MIN. ELEV:1s2'-1-vz^ i AIRSPACE TO FIREBOX A4 . 2_- FIN.FLOOR -- - ELEVATION -- s' F 3'-34„ FIREPLACE ELEVATION O 3/8" = V-0" 07/0 10 SCALE =-1"=1'-0" .C° 201 Main Street,Su 202 p:970.963.4626 f:970.963.4616 www.dmbersresorts.com 1 A4.1 , I I I FIREPLACE FLUE CHASE FRAMING SPRING POINT I ELEV:172'-8-1/4" METAL PANEL WRAPPED SOFFIT BETWEEN FIREBOX& BRIDGE ---------------- SHEET METAL ---------- W ----- GRANITE --- -- U B.O.SOFFIT -—------- -- ELEV:168-6"- — -------- --------- — CL F ------ ---------- -- ------------------------------------- W o� co oRqo .-7 o �� m -EA ' I FA O �� I �ED P VAI L PLAZA VA I VA I FIN.FLOOR A4 . 3 ELEV:160'-0" I ' SECTION T-341' 3'34 O SECTION THRU FIREPLACE SOFFIT 3/8"= 1'-0" 07/07/2010 SCALE =a"=1'-0" n L-7 ry ----- ---------- - ------------ - --- ---- ---- ---- ---- ---- - -- --- -- ---- --- - h p•`,toy,{, `14 VH DW h kd►O j� JZ 11CL - --- ---- ----- ----- ---- ---- ---- - -- --- ---- ---- ---- ---- ---- ---- -- - ---- -- - --- ---------- -- ---------------------- - LJ— - .ry ---------- -I- ------ ---- a r'l 0 z ' dJ I m w x � m�T i w Q 0 -'-- I w ' zv LL w �Iw LL m -- ----___--- 6 \ n -- - -- ---- ------------------------------ --------- S— L Monroe & Newell VAIL PLAZA HOTEL REAR VESTIBULE ADDITION TITLE: CIE MNEY SUPPORT FRAME vAIL,CO. Engineers,Inc. P.O.Box 1597 DATE:06/09/10 SS V n 70 Benchmark Road,Suite 204 Avon,Colorado 81620 FAX(970)949-4054 NO.#8194 SCALE:3/4"/F'I'. DRAWN BY:AVN MA EMAIL avon@momoe-newell.com C w �t x De ht-.-©f, Ontn ift'p�v to men iS South Frontage'' .r T e f BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical,fireplace, etc. Project Street Address: Office Use: 16 Vail Rd. Project#: "' o (Number) (Street) (Suite#) DRB#: Building/Complex Name: Vail Plaza Hotel C'� '_0 �'s Building Permit#: Contractor Information: Lot#: Block# Subdivision: Company: Ferrucco Vail Ventures L.L.C. Company Address: 16 Vail Rd. Detailed Scope and Location of Work: Demo existing City: Vail State: Co Zip:81657 fireplace; reframe opening and install a new fireplace. Contact Name: Scott Parks Contact Phone: (970)819-9002 E-Mail sparks @vailplazahotel.com (use additional sheet if necessary) Town of Vail Contractor Re ration No.: 1038-B Work Class: -. ' New( ) Addition( ) Remodel( /1 Repair( ) Other( ) X v Work Type ,/ Contractor Signature(required) Interior( ) Exterior( ) Both( ) Property Information Type of Building: Parcel#: 210108285053 Single-Family( ) Duplex( ) Multi-Family( ) (For parcel#,contact Eagle County Assessors Office at 970-328-8640 or visit www.eaglecounty.us/patie) Commercial v) Other( ) Tenant Name: Does a Fire Alarm Exist? Yes(V/) No( ) Owner Name: Ferrucco Vail Ventures L.L.C. Monitored Alarm? Yes(V� No( ) Does a Sprinkler System Exist? Yes(V*) No( ) Valuations(Labor&Materials) #&Type of Existing Fireplaces: Gas Appliances Gas Log 1 Wood/Pellet Wood Burning Building: $20,000.00 #&Type of Proposed Fireplaces: Gas Appliances Plumbing: $ Gas Log 1 Wood/Pellet Wood Burning Electrical: $ 0 V Mechanical: (including fireplace) $14,250.00 Date Receive D Total: $34,250.00 JUN 1 #2010 ( w�rwcy- eyf TOWN OF VAIL 15-May-10 B10-0135 : Entries for Item.-90 - BLDG-Final 10:32 03/08/2013 Action Comments By Date Unique_ Key DN melting of steel structure Martin 12/16/2010 A000139 971 AP JRM 01/07/2011 A000140 446 Total Rows:2 Page 1