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Home My WebLink AboutB05-0010:� •_ TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � DEPARTMENT OF COMMi;� DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: BOS-0010 Job Address: 452 E LIONSHEAD CR VAIL Status ...: ISSUED Location.......: 450 E LIONSHEAD CR Applied ..: 02/Ol/2005 Parcel No....: 2101Q6404030 Issued ...: 02/22/2005 Project No .: -�> �� y. fj� "% Expires ...: OS/21/2005 OWNER 450 BIIFFALO PROPERTI$S LLC 02/01/2005 Phone: PO BOX 331 BOULDER CO 80306 License: CONTRACTOR R.A. NELSON & ASSOCIATES, IN02/O1/2005 Phone: 970-949-5152 P. O. DR.AWSR 5400 AVON, CO 81620 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP PO BOX 959 AVON CO 81620 License: 02/07/2005 Phone: 970-845-2354 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Occupancy: Type Construction: Type Occupancy: Valuation: B/S2/R3 III-B �� ', . 111 11 Add Sq Ft: 0 Fireplace Informadon: Restricted: /J of Gas Appliances: 0 N of Gas Logs: 0 # of Wood Pellet: 0 *ss***ss*ssss***s********ss�s*s*s*s*******s***sssss*ss*ss**sssssss*ss FEE SUMMARY ssss�ss*sss*s**sss*s***ssxs*s*�**ss*ss***:s*ssss**ssssss**ss ' Building-----> $2, 477. 75 Restuarant Plan Review—> $0. 00 Total Calculated Fees—> $4, 091.29 Plan Check—> $ i, 610 . 54 DRB Fee---------> g o. o o Addiaonal Fas-------> $ o. o 0 Investigauon-> $0.00 Recreation Fee-------> $0. 00 Total Permit Fee--------> $4, 091.29 Will Call--> $3 .00 Clean-up Deposit-------> $0. 00 Payments-------------> $4, 091.29 TOTAL FEFS---____�� $4, 091.29 BALANCE DUE-------> $0. 00 ssss*s*ssssssssssss�s*s**ssss*s*sssssss***s***ts**sss**s*s#**sss***sssssr*rrsssssssk*ss*s*�s*sss*�s**s*ssss�s**ssss*�**ss�*ts*a*�*�sts****s**s*** Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP Item: 05400 PI�ANNING DEPARTMENT 02/11/2005 bgibson Action: AP Item: 05600 FIRE DEPARTMENT Item:� 05500 PIIBLIC WORRS sssssssssss■s*ss:sss�*:ssss**r.s.s«s«ss*sss�ssss*sssssss*s*s:ss*.«*s*:s:«.*�sss«s�s**s.sss:s�s:ss�s�■**ssss.s**ssssss�:sssssss*sssssssssssssssss: See page 2 of this Document for any conditions that may apply to this permit. .� • • DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the informarion 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, Uniform Building Code and other ordinances of the Town a plicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCJ�"/BY LEP AT 479-2 AT O CE FROM 8• = 4 PM. t�/ / �°� -�' � _ .%� ��d�I" SIGNATURE OF Oi�NER OR CdNTR?tC�('S�OR HIMSELF AND '� • • � PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Pernut #: BOS-0010 as of 02-22-2005 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applicant: VAIL RESORTS (VAIL CORP 970-845-2354 Job Address: 452 E. LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR Pazcel No: 210106404030 Description: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Conditions: Cond: 1 (FII2E): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIItED TO CHECK FOR CODE COMPLIANCE. Cond: CON0006941 CURB CUT FOR NEW ACCESSIBLE RAMP REQURIED. PUBLIC WORKS PERNIIT MAY BE REQUIRED. SEE PLANS Applied: 02/Ol/2005 Issued: 02/22/2005 To Expire: 08/21/2005 � � � ***************s**************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R050000158 Amount: $1,613.54 02/22/200512:25 PM Payment Method: Check Init: LT Notation: Todd Goulding / ck#1724 ----------------------------------------------------------------------------- Permit No: B05-0010 Type: ADD/ALT COI�IlK BUILD PERMT Parcel No: 210106404030 S�te Address: 452 E LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR Total Fees: $4,091.29 This Payment: $1,613.54 Total ALL Pmts: $4,091.29 Balance: $0.00 *****************************************************************t************tt************ ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 WC 00100003112800 Description ------------------------------ PLAN CHECK FEES WILL CALL INSPECTION FFsE Current Pmts 1,610.54 3.00 ----------------------------------------------------------------------------- � T10WN UF YAIL�y 75 S. Frontage Rd. Vail, Colorado 81657 Email address: Contractor SiQn; � � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS CONTRACTOR INFORMATION Town of Vail Reg. No.: Contact and Ph � % �o - /�' � � o - � / 1,�..0 t.c. / , /2 �- /L / /�'� /_, �'�Q � / . �� v��l COMPLETE VALUATIONS FOR BUILDING PERMIT BUILDING: $ ELECTRICAL: $ ��UMBING: $ MECHANICAL: $ For Parcel # Contact Parcel # Name: u - o �l 7 S.O�s- n�l � � . � - -.�� 7 . )��! ; ! ; �!. �-...., a � ,c.. ,e�e�•�, r� � � "d �'l... , j #�S: ,�-��5 Z. _abor � Materials) OTHER: $ �I� 1 D I r+�� TOTAL: $ ✓ t�. � Y,, ,� � �� c�- � ��S Counfy Assessors Office at 970-328-8640 or visit Job Address: ��D �-- L� v�`"/�Jtl � r• ' � 1�(l� ! �F 1Gl �� /`�`� . L L� %� 1 L Li 8 � 6�� Legal Description Lot: Block: Filing: Subdivision: Owners Name: A� G�� Address: � u� � 7 � Ph�i�7v —33! — �� 3 Z� Archi ct/De i ner: Address: Z S! o�T GGr/� 5� TI'Z , Phone: � � G►L A- 5`' o� �T � �� v,�" c v � o► ` v - r' 4-� rnngin er�� ,��G Address: 7v 6F.-�� n��Z c Zv Phone: � ��i �p �� -�i4� -�� Detailed description of work: �E�,,,� p��„aT��, tt� (�� v'� ST�t �2�j A�-r,0 �.� c-�+ GLS i�G�'lG2t� C_ Z�4 I��{�jrti1 ! r-1 'T�} LL 1°� �-� ►T i t�►-�l rZJJZ UIGtF l. , Work Class: New ( ) Addition ( ) Remodel ( Repair ( ) Demo ( ) Other ( ) Work Type: Interior (x) Exterior () Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family () Two-family () Multi-family () Commercial i,�j Restaurant () Other () No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes () No () Does a Fire Sprinkler System Exist: Yes () No f�J' *********************************,�*,�**FOR OFFICE USE ONLY*******************,�****************** Other Fees: Type of Construction: Accepted By,:'�� ` DRB Fees: Occu anc Grou : � Pianr�r Sign-off: Public Way Permit Fee: Date Received: t'S�'`� �� J ��a � - rz \\Vail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 07/26/2002 � �� <: � � :,,� Y�., �o�� oF ��rL • • U Questions? Call the Building Team at 479-2325 Bui/dina Permit Submitta/ Check/ist Department of Community Development Project Name: _ V�l� i'1'1lJl/�-J7� � �• S O�'�"��tiC�- ��o��-� Project Address: �.� � �ii l�l �� t��f� C t/e� ll�i L 8 � 6 S� ✓ T7►�is Cher�ldistmust b�e avmp/eted before a Bui/ding Pernrit app/ication is aaaept+�d. �All pages of application is complete �Has DRB approval obtained (if required) Provide a copy of approval form a''Condominium Association letter of approval attached if project is a Multi-Family compiex �� mplete site plan submitted � /��`� � � c. P�rblic Way Permit application included if applicable (refer to Public Works checklist) C�� 5 a� Staging plan included (refer to Public Works chedclist) No dum�ster,parking or material storage r�✓ bestos test and results submitted if demolition is occurring p��chitect stamp and signature (All Commercial and Multi family) � Futl floor plans including building sections and elevations(5 sets of plans for Multi-Family and Commercial Buildings) o� Window and door schedule �Full structural plans, including design triteria (i.e.loads) r�' Structural Engineer stamp and signature on structural plans (All Commercial and Multi L- � ils Report must be submitted prior to footing inspection t� Fire resistive assemblies specified and penetrations indicated � oke detectors shown on plans � Types and quantity o1 ApplicanYs Signature: K� M ��, �'�'"� ( � , tia� �� - . I-��- � Date of submittal. � Received By: \\Vailldata�Cdev�FORMS�PERMITS�BLDGPERM.DOC 04/OZ/2003 0 .f • � �r CJ BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building. Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possibte. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may afFect future permits that I apply for. Agreed to by: (�- l�►1 �I Print name Si atu Project Name: ��(� �� (�'� Date: 7 � F:everyone/forms/bldperm3 � ' `� �, � �. TOA'N 4F YAIL x, HOW DID WE RATE W1TH YOU? Town of Vail Survey Community Development Department Russell Forrest, Director, (970) 479-2139 Check all that appiies. 1. Which Department(s) did you contact? Building Environmental Housing Admin Pfanning DRB PEC 2. Was your initial contact with our staff immediate slow or no one available ? 3. If you were required to wait, how long was it before you were helped? 4. Was your project reviewed on a timely basis? Yes I No lf no, why not? 5, Was this your first time to file a DRB app PEC app Bldg Permit N/A 6. Please rate the performance of the staff person who assisted you: 5 4 3 2 1 Name: (knowiedge; responsiveness, availability) 7. Overal! effectiveness of the Front 5ervice Counter. 5 4 3 2 1 8. What is the best time of day for you to use the Front Service Counter? 9. Any comments you have which would allow us to better serve you next time? Thank you for taking the time to complete this survey. We are commitked to improving our senrice. � , r • ! [/I� !► • WHEN A°PUBLIC WAY PERMIT" IS REQUIRED PLEASE REAt�' ��ND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": ❑ Is this a new residence? YES NO � ❑ ❑ - ❑ ❑ ❑ Does demolition work being performed �ire the use of the Right-of-Way, easements or public property? YES E' NO Is any utility work needed? YES NO� Is the driveway being repaved? YES NO_� Is a different access needed to the site other than the existing driveway? YES NO / Is any drainage work bei�9 done that affects the Right-of-Way, easements, or public property? YES NO � ❑ Is a"Revocable Right-of-Way PermiY' required? YES � NO ❑ Is the Rig f-Way, easements or public property to be used for staging, parking or fencing? YES��NO If answer is N0, is a parking, staging or fencing plan required by Public Works? YES NO If you answered YES to any of these questions, a"Public Way PermiY' must be obtained. "Public Way PermiY' applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. ;. I HAVE R A ANSWERED ALL THE ABOVE QUESTIONS. � � �f � c Contractor Signature Company Name Job or Project Name: �%1 J �/�► S ��j� Date Signed: F:/everyone/forms/bldperm4 m APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 19 1 ' Job Name 2' Excavating Contractor Name City � n n � PW#:❑LJ�❑❑LJ❑ Parcel#:�JJ� I❑"LJ❑❑-LJ❑�❑❑❑ Bidg. Permit #: U ❑ ❑ � ❑ � ❑ ❑ Street Address Mailing Address State Zip �� „ Tou�voF v�, '� � � u � � 4I79 2138 exta0) TOV Contractor's License Number REQUIRED ( ) Phone # 3' Start Date Compietion Date (Permit Expiration Date) 4. Work is for (circie one) Water Sewer Gas Electric Telephone CATV Landscaping Temp. Site Access Other 5. Trench-width _ (min. 4') Bond Amount $ Length Permit Fee 6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC JOB IS STARTED. 7. Rubber out-riggers are required on Asphalt surfaces underneath the bu 8. A signature below indicates a revie signatures are obtained, permittee necessary Town of Vail signatures. �� Public Service Company (1-800-92� Depth Total SF $ Total LF $ Total Permit Fee $ BE ON THE JOBSITE BEFORE THE en working on asphalt. . �tected at all times. �1 utility locations and approvals. Once all utility company buting application through the Public Works office to obtain the up to one week to process. Public Service Natural Gas Group (1-800-922-1987) U.S. West (1-800-922-1987) TCI Cablevision of the Rockies (1-800-922-1987) Eagle River Water & Sanitation District (970-476-7480, ext. 114) Holy Cross Electric Company (1-800-922-1987) Town of Vail Electricians (970-479-2158) Town of Vail Irrigation (970-479-2158) Town of Vail Public Works Construction Inspector (970-479-2198j ' 9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. � 10. All excavation must be done by hand within 18" of utilities —(Senate Bill 172). 11. Permittee must contact Public Works Department at 479-2198 24 hours prior to commencina of work. Failure to notify the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town charging the contractor a reinspection fee. 12. I certify that I have read all chapters of Title 8— Public Ways and Property, of the Vail Municipal Code and al! utility company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required. Contractor's Signature of Agreement Print name clearly ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. Date of Signature White — Public Works Yellow — Contractor • 1 V� • PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: ➢ Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a"Public Way" permit is required, You can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. ➢ Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective utilities prior to signing application. Some utility companies require up to 48 hours notice to schedule a locate. ➢ A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November 1st and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. ➢ Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. ➢ Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. ➢ The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. ➢ As soon as the permit is approved, the Building Department will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a "Building Permit'`. ➢ NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15th. A new Public Way Permit is required each year if work is not complete. Re-application each November 15th dces not mean n automatic renewaL I have ad and understa e above. � ZJ � Signature ate Signed F:/everyone/forms/bldperm5 � V �QA�N dF YA�, DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS! Please read and check off each of the items below: ❑ The Town of Vail Buiiding Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. ❑ The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. ❑ Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occupancx issuance. Agreed to by: ��'�.�---� Signature Project Name: � �! vV"-� ��i`� � �, / Date Signed: F:/everyone/forms/bldperm6 � • �D�N u MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of compiete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof. ❑ Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of P�blic Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. ❑ Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. ❑ Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilry of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance 6(1979). CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAPFIC & IMPOUNDMENT AUTHORIZED ❑ No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular tra�c or proper street or highway maintenance. (Ord. 2(1968) § 1) o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to eonstitute a violation of any sec,tion of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or otMer place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1) I have read and will comply with the above code �rovisions: _�Y I� L � , _. Pr' tName Position or Relatior�ship to Date Signed: � � 9 Vai12004 Vail Village and Lionshead Village Construction Hours Information Handout Problem Statement The Vail Village and Lionshead Village are invaluable assets to the community. Thousands of people come to Vail each year to sightsee, recreate, shop and to enjoy everything the Vail Valley has to offer. The community and merchants rely upon our guest to generate revenue. Our summer/winter guests expect a pleasant experience while in Vail. To insure that all of the proposed construction has as little negative impact on the community and on our guest as possible, the Town of Vail finds it imperative to create and implement the Vail Village and Lionshead Village Construction Hours Handout. It would be irresponsible for the Town of Vail, the actively participate to minimize the impact of constru New for 2004-2006 will be the Vail Village Streets utility related improvements, streetscape,_draina�, All Construction projects and/or remodels with"ii Bluhm Town of Vail Streetscape Coordihator�at 9 Givens The following givens are intended to in the Villages: • The public's health, safety and �n • Adequate pedestrian, loadin be maintained. . . ctiqn Contractors and the Merchants, to not he Vail and Lionshead Village areas. pe Im -3418 fo r ie-the basic foundation � ; , .�. :., � ��, T'�r shall be honored at all ,� �y � ,. , vehicle, and=emergei Project. Work to include all ms and landscapi�tg. �re Area should confact Scott by whicli;construction y�rill be veh : � �� '. � >� � and circulation :shall . �ff s. ��'y il Village and Peclestrian :tiv��ty must go to the Vail striaction �arking, refer to • The hours of Outside Construction Activity shall be as follows: - April 15 — June 18 & September 7- November 19, 7 a.m. until 7 p.m., seven days a week. June 18 thru September 10, work must end by 4:00 p.m. on Fridays. November 13 — April 15, 2005 work allowed within daylight hours only. - Deliveries shall be restricted to the hours of 7 a.m. to 11:30 a.m. on Gore Creek Drive and 7 a.m. to 8:30 a.m. on Bridge Street. - Special Construction delivery permits must be requested in advance, from Public Works in conjunction with Code Enforcement at Checkpoint Charlie. - No construction activity shall occur on Saturday or Sunday between June 19 and September 5. TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 • DEPARTMENT OF COMMUNI�EVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: BOS-0010 Job Address: 452 E LIONSHEAD CR VAIL Status ...: ISSUED Location.......: 450 E LIONSHEAD CR Applied ..: 02/O1/2005 Pazcel No....: 210106404030 Issued ...: OS/24/2007 Legal Description: �� _ � �--� -i Project No . : Expires . . .: 09/27/2005 OWNER 450 BUFFALO PROPERTIES LLC PO BOX 331 BOULDER CO 80306 CONTR.ACTOR R.A. NELSON & ASSOCIATES, P. 0. DRAWER 5400 AVON, CO 81620 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP PO BOX.959 AVON CO 81620 02/O1/2005 IN02/O1/2005 Phone: 970-949-5152 02/07/2005 Phone: 970-845-2354 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Occupancy: Type Construction: Type Occupancy: Valuation B/S2LR3 III-B ?? $365,000.00 Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 //iittRt4i4tittt4#iiitttttttit#t�ft�RM#Miit*i#iit/f4#itt#�#tt*t#t#4tit FEE SUMMARY i*4�t4tt��►;ti;#R+F►tt#t#iR#t#tit/�Rt►�I►ii#►###R�Rttt#�A;I�i4t#i Building—> $ 2, a � �. � 5 Restuarant Plan Review—> g o. o o Total Calculated Fees—> $ a, 0 9 i. 2 9 Plan Check—> $1, 610. 54 DRB Fee-----> $o. 00 Additional Fees > $232.00 Investigation-> $ o. o o Recreation Fee —> $ o. o o Total Permit Fee—> $ a, 3 2 3. 2 9 W ill Call—> $ 3. o o Clean Up Deposit Fee—> 50.00 Payments > $ a, 3 2 3. 2 9 TOTAL FEES--> $ a, 0 91 . 2 9 BALANCE DUE---> $ o. o 0 4ttfit�l#it►itti#itMf4#ttitlt#tii#i#t#itM►rti�t;t#4t*t1�t#/�i►#t1*tt#***tiM�4i#R4tR#R##t**�iik#tt�lii4�R#tR#i�ii##R#ittitt#/#t#4t4#tt#fi#i#ti##t#i�t#• Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP 10/14/2005 cdavis Action: AP ADA curb-cut and revision approved Item: 05400 PLANNING DEPARTM� � 02/11/2005 bgibson Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 03/30/2005 ls Action: AP 03/30/2005 ls Action: COND Landscaping to ber completed ASAP. For bond return. ADA ramp to be completed after April 18, 2005 . A street cut is required. i�4M#ttFittit4+F►i4ti##t#t�tt#tii4►ititittititlMyittt�t*t#t4it##ti4i#t#tt#titt##*t*ii####4#ti#tt#iftii#t#*/;4titt#tiif/kitytiti+R#ttMtiti#ttitii�R/t See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in 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 SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. �d�u � SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER . LJ PAGE 2 *************************************************************************************************s****** CONDITIONS OF APPROVAL Permit #: BOS-0010 as of OS-24-2007 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applicant: VAIL RESORTS (VAIL CORP 970-845-2354 Job Address: Location: Parcel No: 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR 210106404030 Description: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Conditions: 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: CON0006941 CURB CUT FOR NEW ACCESSIBLE RAMP REQURIED. PUBLIC WORKS PERMIT MAY BE REQUIRED. SEE PLANS Applied To Expire 02/O 1 /2005 Issued: OS/24/2007 09/27/2005 • • **s*s********•*r*r****ss********ssss***********r******srrr*****s**********rr*******s*.�r**** TOWN OF VAIL, COLORADO Statement ***sss*+*****s*****s****s•ss*****s****rsr***s*****v�***«****r.***ss***sr*****ss.***ts*s*ss.ss Statement Number: R070000792 Amount: $232.00 05/24/200703:47 PM Payment Method: Check Init: LC Notation: #2033/Todd Goulding ----------------------------------------------------------------------------- Permit No: B05-0010 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-064-0403-0 Site AddFess: 452 E LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR This Payment: $232.00 Total Fees: $4,323.29 Total ALL Pmts: $4,323.29 Balance: $0.00 *sr*****�***************s*************�**************s****************************t******ss* ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PN 00100003153000 Description ------------------------------ BUILDING PERMIT FEES INVESTIGATION FEE (BLDG) Current Pmts 116.00 116.00 ----------------------------------------------------------------------------- � � TRANSMITTAL LETTER VAIL RESORTS DEVELOPMENT COMPANY - DESIGN AND CONSTRUCTION (970) 845-2369 Telephone (970) 845-2358 Fax !� PROJECT(S7: Treetops, B05-0010 PROJECT NO. TO: Town Of Vail, Building Department A1TN: Jce Suther REFERENCE NO: DATE: May 24, 2007 IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US II14MEDIATELY. IF CHECKED BELOW, PLEASE: ( ) ACKNOWLEDGE RECEIPT OF ENCLOSURES ( ) RETURN ENCLOSLIRES TO US. WE TRANSMIT:' (� �� () IN ACCORDANCE WITH YOUR REQUEST ( ) UNDER SEPARATE COVER VIA FOR YOUR: () APPROVAL () DISTRIBUTION TO PARTIES () INFORMATION ( ) REV�W & COMMENT ( ) RECORDS (I� USE ( ) THE FOLLOWING: ( ) DRAWIIVGS ( ) SPECIFICATIONS ( ) CHANGE ORDER () SHOP DRAWING PRINTS () PRODUCT INFO ( ) SHOP DRAWING REPRODUCTIONS ( ) SAMPLES (I� PAYMENT COPIES DATE REV. NO. DESCRIPTION ACTION CODE 1 5/24/07 Check for Pinal building permit fees for Treetops (BOS-0010), 5232.00 ACTION: A. ACTION INDICATED ON ITEM(S� TRANSMITTED B. NO ACTION REQUIRED C. FOR SIGNATURE AND RETURN TO TffiS OFFICE D. FOR SIGNATURE AND FORWARDING (as noted below, under "Remarks") E. SEE "REMARKS" BELOW '7 �� 7=i COPIES TO: Master �le WITH ENCLOSURE(S� O O BY: Todd Goulding, Project Manager Vail Resorts Development Company Design and Construction � � TOWN OF VAIL . DEPARTMENT OF COh�vIUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIIvIES Job Address: Location.......: Parcel No....: Project No . : ADD/ALT CONIM BUII.D `PERMT 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR 210106404030 OWNER 450 BUFFALO PO BOX 331 BQULDER CO 80306 CONTRP,CTOR R.A. NELSON P. O. DRAWSR AVON, CO 81620 PROPERTIES LLC 02/O1/2005 Permit #: BOS-0O10 Status . . . . Applied . . . Issued . . . . Expires . . .. ISSUED 02/O1/2005 02/22/2005 09/27/2005 & ASSOCIATES, IN02/Ol/2005 Phone: 970-949-5152 5400 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP 02/07/2005 Phone: 970-845-2354 PO BOX 959 AVON CO 81620 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUII,D STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTTTIONS FOR OFFICES Occupancy. B/S2/R3 Type Construction: III-B Type Occupancy. ?? Valuation: $365,000.00 Add Sq Ft: 0 Fireplace Infa�mation: Restricted: # of Gas Appliances: 0 # of Gas Lo�c: 0 # of Wood Pellet: 0 •�iti��4itti#titi#ii#i#tt�IR�it#tfifitiiititiittitii#ti►*#it�#Ri=fiti FEE SUMMARY •'��*'�ss+t4�esssssss�sssssss�sssssss�►sssssssssssssssisssssssss Building--> $2, 477.75 Restuarant Plan Review—> $0. 00 Total Calculated Fces—> $4, 091.29 Plan Check—> $i, 610.54 DRB Fee > $0. 00 Additional Fees —% $232 . 00 Investigationa $0. 00 Recreation Fee > $0 . 00 Total Permit Fee > $4 , 323 .29 Will Call—> $3. 00 Clean�p Deposit > $0. 00 Payments----= $4 , 091.29 TOTAL FEES--= $4,091.29 BALANCE DUE —= $232.00 iitfttiit#t��iiti#ii4iititi#t##i##�l4itii�tiiiitii#it##t#*t�*##t�tt#/titii3it3iff#R#it�ii#*##t##*##ttifi=iit#ti�tiiiftitiifiiit3titiitf�titti#tft Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP 10/14/2005 cdavis revision approved Item: 05400 PLANNING DEPARTMENT 02/11/2005 bgibson Action: AP ADA curb-cut and Action: AP n L J Town c oFF�� Memorandum To: Chariie Davis, Chief Bu�ding Offia�-ToMm af Va� From: Ric�c Caudel, Prnjec� Manage� . �: � - • . �. . - �, Re: T�e Tops Building ADA Ramp Conections r1 U ��,•�ata . , - :., � �� ; : _ �_ �. _. � �� ° -��z Attached please find tvw (2) oopies of an 8.5" x 11" three page plan of the e�asting ADA Ramp located at the northeast comer of the Tree Tops property. It is our understanding that adjustmerrts need to be made to the e�asting ramp in order for Vail Resorts Inc., to r�eoeive a Certifificate of Occupancy for our tenant spaoes within the building. The redlines noted on the subject plan neflect the Soope of Work to adjust the e�asting ramp to achieve a safe aooessible ramp from the stneet (East Lionshead Cirde) to the entranoes to our Offioe spaoes. We have oonduded with contractor impute that we can achieve a ramp slope of 10.5: 1 in the area noted. Wdh limi�ng the Soope of Wor1c the area noted w�e do not create any tripping hazarcls. As no�ted on the redline plans it is intended that a pipe rail will be added to the e�asting tube steel posts on both sides of the ramp to provide a grip rail for disabled persons. Finally, it is intended to prwide a curb cut from the e�asting ramp surface to the street elevation. Thank you in advanoe for your authorization to prooeed with the ramp adjustmerrts. It is our intention to have the Scope of Work c�ompleted ASAP onoe we have been rele�ased by your Office. Should you have any questions or conoems please feel ftBe to oontad me direc�ly at 970.845.2382 or 471.6036. APPROVED j' Community Development DepartmeM �`� �� • Building Safety and Inspection Seniice8 Sect�c. , ► � _. �0�: `� _'atemational Bullding Codellnternational ResidenUal Code Vc^.iiC's�7 c' permit. The issuance or granting of a permit shall not be conciru�d t� be a permit for, or an approval of, any violation of any of th� provisic�;, of this code or of any other ordinance of the jurisdiction: Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on constn�ction documents and other data shall nct pr t the building official from requiring the correctio� of errars i he nstructio ments and other data. The building official i� �.,o auth 'ze to reve t occupancy or use of a structure where i- violatio e of any other ordinances ot this jurisdiction. PLANS EXAMIN DATE: � Q . 4 � VJ � \J �� a 0 � OU7LINE OF a�so.a lo�r � ( oS' �� Tr� �S �,� �°�'� �� o,�. c,�.,,,,�. _ � , , i , ,/' O. o �� I �� \ � / o y � \�� ' � � / / /� / / ,, p g , � � > � i � � '�� ,•' - ` �e��e � e�sq,6 � `/ � .4� \ 1'-� �� / � '� �< ' ,. ,.. j , n + °' o I � _:_ �- /4 p , �� / : �/ � /'�� J ;: � . � / /`�.. � �\ .� +� le��ll e�ao.a �v Q' � � � j / v ' � i ° � �� , � %'. 0 0> v �y, ... � � ., ��.a �. �iNC � % � , � o . az�sr�xc / � >' + � CONCRBTd ' ��.� � P. . . ;� < ' ;_�. , y � ,, ' p0 / �.. � \ �i f �� / ' / � /'�' . / � / p°e�so.e � ' . � � � �., P.JVIIt��` // C p p . � / \ �� '�� Y 1 / // . S�P�NC ,� � � y�, � ,.e.a rY�s��h . �/!�� , p ' @ '. � . I• O� �ti7101�' > .;so.s ,:. i :.` , . % �`�7' � �d ��, � , ,� ° ` � �/ Ce� s � a�1q.s ° > , \ a; �1�� /�� `� � /' e�a�.o axfsriNC ' / , � � y r � / STA/RS p � �a. s�a _,� �/ �.� r,.,/►S \ / p I/Id.B v . / . � �8 .�`/ / ` � ' �f �r'I �i/ � f'� , . ` ' � �� •. f � f 18.6 �1 �. ti BXISTI C CRADB � `�� . �'....... ` /Af Q.7 (TYP! L) •'� ��J� / i � `�/� s/17.8 , V >� �y ' N'Yv� -' / / / �•' v �\� • ixc ,r�� .r � � -� . � ''\ ::�sr►S � . � •i' _ � �►s'� � ...' �f�, �0� J � 1 � I � , \ � \ N,�'i' 1A .t /� �` _ '-----" ' ' .... -' : ! _ M ^, � ..� i' ` 7• y.: 'f "� /�i i � / arao.s�� .,[ .��• �•. .. ,� � f_.. ' _ "` _l...._ � /" _" � ' � y �` �"� � — .- I ��Y ! � J� ^ �D � i � Q/IB.Q t8. :.� •'/ !. :'� . /. � ....__._.. J ' �: • / ' � t , ! , ' \ ''= lY..--' i t i:. BXISTING � Y �.\�. . i i j: ,.- -" � `A/�,�� `�i:i..��STA/RS Itd. `X� ''�."r ."— ' i � d116. � ��`,Y �� 1\\I jr \��' u::.... ai�e.► e�� `, � : -.�.-:"y""� �y�'�.,• ..--• -__--_`. ' � �1 ' . � :-j-.. :�ly�7�N6 1lANDRAI '!'� �� ' � i � 6 . � ! ,' f• � --''-'.`y � � � ly,��/�f N � � _ , 's e.� '� 1 e .•�'';i ti• - _ _�_ N \ \��a�.��- ` eues � :�� -;:{ ! r{,�. -.• -��'' � . � `l'�'aoc) � '`� i.� ` = � Y GRAPHIC 3CALE wv . 1�`� � / r� ax�sr�mc o � '. - �- ----" ~� �� . ,a � — ��--• _ _ _ -- _ cuRe r curraR -----=--�"--`---- '� r� raoc) BYISTlNC FLOMLINd �� \.:-� cl-; " w�— � � — — — . lXlST/NC 60A Y � a►�s.e a��a.s l, � '�' � HE �IRC�E � i.p� :� n. �._ _�.._.. '�, /�� ' � � ;'! ONS AD \ � r . \ ' � EPST �, � � I � � , i:�% ' -,� � �::� , �`� TREETOPS RAMP — EXISTING CONDITIONS �o.�.�� ..a.�„ � < I PO� 1NFORYA770N ONLY-TOPOGRAPHIC IIiFORNATlON PR011mED HY PBAK LAIiD CON9ULTAH'P3 1 QA 3�s�o) �s-�iy vC0L0 i�( ioj nryu=-aa�o •3 • ., ti ... _" �s� 23�2 :� •_ TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � DEPARTMENT OF COMMi;� DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: BOS-0010 Job Address: 452 E LIONSHEAD CR VAIL Status ...: ISSUED Location.......: 450 E LIONSHEAD CR Applied ..: 02/Ol/2005 Parcel No....: 2101Q6404030 Issued ...: 02/22/2005 Project No .: -�> �� y. fj� "% Expires ...: OS/21/2005 OWNER 450 BIIFFALO PROPERTI$S LLC 02/01/2005 Phone: PO BOX 331 BOULDER CO 80306 License: CONTRACTOR R.A. NELSON & ASSOCIATES, IN02/O1/2005 Phone: 970-949-5152 P. O. DR.AWSR 5400 AVON, CO 81620 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP PO BOX 959 AVON CO 81620 License: 02/07/2005 Phone: 970-845-2354 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Occupancy: Type Construction: Type Occupancy: Valuation: B/S2/R3 III-B �� ', . 111 11 Add Sq Ft: 0 Fireplace Informadon: Restricted: /J of Gas Appliances: 0 N of Gas Logs: 0 # of Wood Pellet: 0 *ss***ss*ssss***s********ss�s*s*s*s*******s***sssss*ss*ss**sssssss*ss FEE SUMMARY ssss�ss*sss*s**sss*s***ssxs*s*�**ss*ss***:s*ssss**ssssss**ss ' Building-----> $2, 477. 75 Restuarant Plan Review—> $0. 00 Total Calculated Fees—> $4, 091.29 Plan Check—> $ i, 610 . 54 DRB Fee---------> g o. o o Addiaonal Fas-------> $ o. o 0 Investigauon-> $0.00 Recreation Fee-------> $0. 00 Total Permit Fee--------> $4, 091.29 Will Call--> $3 .00 Clean-up Deposit-------> $0. 00 Payments-------------> $4, 091.29 TOTAL FEFS---____�� $4, 091.29 BALANCE DUE-------> $0. 00 ssss*s*ssssssssssss�s*s**ssss*s*sssssss***s***ts**sss**s*s#**sss***sssssr*rrsssssssk*ss*s*�s*sss*�s**s*ssss�s**ssss*�**ss�*ts*a*�*�sts****s**s*** Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP Item: 05400 PI�ANNING DEPARTMENT 02/11/2005 bgibson Action: AP Item: 05600 FIRE DEPARTMENT Item:� 05500 PIIBLIC WORRS sssssssssss■s*ss:sss�*:ssss**r.s.s«s«ss*sss�ssss*sssssss*s*s:ss*.«*s*:s:«.*�sss«s�s**s.sss:s�s:ss�s�■**ssss.s**ssssss�:sssssss*sssssssssssssssss: See page 2 of this Document for any conditions that may apply to this permit. .� • • DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the informarion 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, Uniform Building Code and other ordinances of the Town a plicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCJ�"/BY LEP AT 479-2 AT O CE FROM 8• = 4 PM. t�/ / �°� -�' � _ .%� ��d�I" SIGNATURE OF Oi�NER OR CdNTR?tC�('S�OR HIMSELF AND '� • • � PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Pernut #: BOS-0010 as of 02-22-2005 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applicant: VAIL RESORTS (VAIL CORP 970-845-2354 Job Address: 452 E. LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR Pazcel No: 210106404030 Description: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Conditions: Cond: 1 (FII2E): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIItED TO CHECK FOR CODE COMPLIANCE. Cond: CON0006941 CURB CUT FOR NEW ACCESSIBLE RAMP REQURIED. PUBLIC WORKS PERNIIT MAY BE REQUIRED. SEE PLANS Applied: 02/Ol/2005 Issued: 02/22/2005 To Expire: 08/21/2005 � � � ***************s**************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R050000158 Amount: $1,613.54 02/22/200512:25 PM Payment Method: Check Init: LT Notation: Todd Goulding / ck#1724 ----------------------------------------------------------------------------- Permit No: B05-0010 Type: ADD/ALT COI�IlK BUILD PERMT Parcel No: 210106404030 S�te Address: 452 E LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR Total Fees: $4,091.29 This Payment: $1,613.54 Total ALL Pmts: $4,091.29 Balance: $0.00 *****************************************************************t************tt************ ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 WC 00100003112800 Description ------------------------------ PLAN CHECK FEES WILL CALL INSPECTION FFsE Current Pmts 1,610.54 3.00 ----------------------------------------------------------------------------- � T10WN UF YAIL�y 75 S. Frontage Rd. Vail, Colorado 81657 Email address: Contractor SiQn; � � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS CONTRACTOR INFORMATION Town of Vail Reg. No.: Contact and Ph � % �o - /�' � � o - � / 1,�..0 t.c. / , /2 �- /L / /�'� /_, �'�Q � / . �� v��l COMPLETE VALUATIONS FOR BUILDING PERMIT BUILDING: $ ELECTRICAL: $ ��UMBING: $ MECHANICAL: $ For Parcel # Contact Parcel # Name: u - o �l 7 S.O�s- n�l � � . � - -.�� 7 . )��! ; ! ; �!. �-...., a � ,c.. ,e�e�•�, r� � � "d �'l... , j #�S: ,�-��5 Z. _abor � Materials) OTHER: $ �I� 1 D I r+�� TOTAL: $ ✓ t�. � Y,, ,� � �� c�- � ��S Counfy Assessors Office at 970-328-8640 or visit Job Address: ��D �-- L� v�`"/�Jtl � r• ' � 1�(l� ! �F 1Gl �� /`�`� . L L� %� 1 L Li 8 � 6�� Legal Description Lot: Block: Filing: Subdivision: Owners Name: A� G�� Address: � u� � 7 � Ph�i�7v —33! — �� 3 Z� Archi ct/De i ner: Address: Z S! o�T GGr/� 5� TI'Z , Phone: � � G►L A- 5`' o� �T � �� v,�" c v � o► ` v - r' 4-� rnngin er�� ,��G Address: 7v 6F.-�� n��Z c Zv Phone: � ��i �p �� -�i4� -�� Detailed description of work: �E�,,,� p��„aT��, tt� (�� v'� ST�t �2�j A�-r,0 �.� c-�+ GLS i�G�'lG2t� C_ Z�4 I��{�jrti1 ! r-1 'T�} LL 1°� �-� ►T i t�►-�l rZJJZ UIGtF l. , Work Class: New ( ) Addition ( ) Remodel ( Repair ( ) Demo ( ) Other ( ) Work Type: Interior (x) Exterior () Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family () Two-family () Multi-family () Commercial i,�j Restaurant () Other () No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes () No () Does a Fire Sprinkler System Exist: Yes () No f�J' *********************************,�*,�**FOR OFFICE USE ONLY*******************,�****************** Other Fees: Type of Construction: Accepted By,:'�� ` DRB Fees: Occu anc Grou : � Pianr�r Sign-off: Public Way Permit Fee: Date Received: t'S�'`� �� J ��a � - rz \\Vail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 07/26/2002 � �� <: � � :,,� Y�., �o�� oF ��rL • • U Questions? Call the Building Team at 479-2325 Bui/dina Permit Submitta/ Check/ist Department of Community Development Project Name: v�� i'1'1lJl/�-J7� � �• �'.�' O�'�"��tiC�- ��o��-� Project Address: �.� � �ii l�l �� t��f� C t/e� ll�i L 8 � 6 S� ✓ T7►�is Cher�ldistmust b�e avmp/eted before a Bui/ding Pernrit app/ication is aaaept+�d. �All pages of application is complete �Has DRB approval obtained (if required) Provide a copy of approval form a''Condominium Association letter of approval attached if project is a Multi-Family compiex �� mplete site plan submitted � /��`� � � c. P�rblic Way Permit application included if applicable (refer to Public Works checklist) C�� 5 a� Staging plan included (refer to Public Works chedclist) No dum�ster,parking or material storage r�✓ bestos test and results submitted if demolition is occurring p��chitect stamp and signature (All Commercial and Multi family) � Futl floor plans including building sections and elevations(5 sets of plans for Multi-Family and Commercial Buildings) o� Window and door schedule �Full structural plans, including design triteria (i.e.loads) r�' Structural Engineer stamp and signature on structural plans (All Commercial and Multi L- � ils Report must be submitted prior to footing inspection t� Fire resistive assemblies specified and penetrations indicated � oke detectors shown on plans � Types and quantity o1 ApplicanYs Signature: K� M ��, �'�'"� ( � , tia� �� - . I-��- � Date of submittal. � Received By: \\Vailldata�Cdev�FORMS�PERMITS�BLDGPERM.DOC 04/OZ/2003 0 .f • � �r CJ BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building. Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possibte. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may afFect future permits that I apply for. Agreed to by: (�- l�►1 �I Print name Si atu Project Name: ��(� �� (�'� Date: 7 � F:everyone/forms/bldperm3 � ' `� �, � �. TOA'N 4F YAIL x, HOW DID WE RATE W1TH YOU? Town of Vail Survey Community Development Department Russell Forrest, Director, (970) 479-2139 Check all that appiies. 1. Which Department(s) did you contact? Building Environmental Housing Admin Pfanning DRB PEC 2. Was your initial contact with our staff immediate slow or no one available ? 3. If you were required to wait, how long was it before you were helped? 4. Was your project reviewed on a timely basis? Yes I No lf no, why not? 5, Was this your first time to file a DRB app PEC app Bldg Permit N/A 6. Please rate the performance of the staff person who assisted you: 5 4 3 2 1 Name: (knowiedge; responsiveness, availability) 7. Overal! effectiveness of the Front 5ervice Counter. 5 4 3 2 1 8. What is the best time of day for you to use the Front Service Counter? 9. Any comments you have which would allow us to better serve you next time? Thank you for taking the time to complete this survey. We are commitked to improving our senrice. � , r • ! [/I� !► • WHEN A°PUBLIC WAY PERMIT" IS REQUIRED PLEASE REAt�' ��ND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": ❑ Is this a new residence? YES NO � ❑ ❑ - ❑ ❑ ❑ Does demolition work being performed �ire the use of the Right-of-Way, easements or public property? YES E' NO Is any utility work needed? YES NO� Is the driveway being repaved? YES NO_� Is a different access needed to the site other than the existing driveway? YES NO / Is any drainage work bei�9 done that affects the Right-of-Way, easements, or public property? YES NO � ❑ Is a"Revocable Right-of-Way PermiY' required? YES � NO ❑ Is the Rig f-Way, easements or public property to be used for staging, parking or fencing? YES��NO If answer is N0, is a parking, staging or fencing plan required by Public Works? YES NO If you answered YES to any of these questions, a"Public Way PermiY' must be obtained. "Public Way PermiY' applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. ;. I HAVE R A ANSWERED ALL THE ABOVE QUESTIONS. � � �f � c Contractor Signature Company Name Job or Project Name: �%1 J �/�► S ��j� Date Signed: F:/everyone/forms/bldperm4 m APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 19 1 ' Job Name 2' Excavating Contractor Name City � n n � PW#:❑LJ�❑❑LJ❑ Parcel#:�JJ� I❑"LJ❑❑-LJ❑�❑❑❑ Bidg. Permit #: U ❑ ❑ � ❑ � ❑ ❑ Street Address Mailing Address State Zip �� „ Tou�voF v�, '� � � u � � 4I79 2138 exta0) TOV Contractor's License Number REQUIRED ( ) Phone # 3' Start Date Compietion Date (Permit Expiration Date) 4. Work is for (circie one) Water Sewer Gas Electric Telephone CATV Landscaping Temp. Site Access Other 5. Trench-width _ (min. 4') Bond Amount $ Length Permit Fee 6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC JOB IS STARTED. 7. Rubber out-riggers are required on Asphalt surfaces underneath the bu 8. A signature below indicates a revie signatures are obtained, permittee necessary Town of Vail signatures. �� Public Service Company (1-800-92� Depth Total SF $ Total LF $ Total Permit Fee $ BE ON THE JOBSITE BEFORE THE en working on asphalt. . �tected at all times. �1 utility locations and approvals. Once all utility company buting application through the Public Works office to obtain the up to one week to process. Public Service Natural Gas Group (1-800-922-1987) U.S. West (1-800-922-1987) TCI Cablevision of the Rockies (1-800-922-1987) Eagle River Water & Sanitation District (970-476-7480, ext. 114) Holy Cross Electric Company (1-800-922-1987) Town of Vail Electricians (970-479-2158) Town of Vail Irrigation (970-479-2158) Town of Vail Public Works Construction Inspector (970-479-2198j ' 9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. � 10. All excavation must be done by hand within 18" of utilities —(Senate Bill 172). 11. Permittee must contact Public Works Department at 479-2198 24 hours prior to commencina of work. Failure to notify the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town charging the contractor a reinspection fee. 12. I certify that I have read all chapters of Title 8— Public Ways and Property, of the Vail Municipal Code and al! utility company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required. Contractor's Signature of Agreement Print name clearly ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. Date of Signature White — Public Works Yellow — Contractor • 1 V� • PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: ➢ Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a"Public Way" permit is required, You can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. ➢ Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective utilities prior to signing application. Some utility companies require up to 48 hours notice to schedule a locate. ➢ A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November 1st and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. ➢ Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. ➢ Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. ➢ The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. ➢ As soon as the permit is approved, the Building Department will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a "Building Permit'`. ➢ NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15th. A new Public Way Permit is required each year if work is not complete. Re-application each November 15th dces not mean n automatic renewaL I have ad and understa e above. � ZJ � Signature ate Signed F:/everyone/forms/bldperm5 � V �QA�N dF YA�, DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS! Please read and check off each of the items below: ❑ The Town of Vail Buiiding Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. ❑ The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. ❑ Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occupancx issuance. Agreed to by: ��'�.�---� Signature Project Name: � �! vV"-� ��i`� � �, / Date Signed: F:/everyone/forms/bldperm6 � • �D�N u MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of compiete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof. ❑ Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of P�blic Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. ❑ Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. ❑ Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilry of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance 6(1979). CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAPFIC & IMPOUNDMENT AUTHORIZED ❑ No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular tra�c or proper street or highway maintenance. (Ord. 2(1968) § 1) o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to eonstitute a violation of any sec,tion of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or otMer place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1) I have read and will comply with the above code �rovisions: _�Y I� L � , _. Pr' tName Position or Relatior�ship to Date Signed: � � 9 Vai12004 Vail Village and Lionshead Village Construction Hours Information Handout Problem Statement The Vail Village and Lionshead Village are invaluable assets to the community. Thousands of people come to Vail each year to sightsee, recreate, shop and to enjoy everything the Vail Valley has to offer. The community and merchants rely upon our guest to generate revenue. Our summer/winter guests expect a pleasant experience while in Vail. To insure that all of the proposed construction has as little negative impact on the community and on our guest as possible, the Town of Vail finds it imperative to create and implement the Vail Village and Lionshead Village Construction Hours Handout. It would be irresponsible for the Town of Vail, the actively participate to minimize the impact of constru New for 2004-2006 will be the Vail Village Streets utility related improvements, streetscape,_draina�, All Construction projects and/or remodels with"ii Bluhm Town of Vail Streetscape Coordihator�at 9 Givens The following givens are intended to in the Villages: • The public's health, safety and �n • Adequate pedestrian, loadin be maintained. . . ctiqn Contractors and the Merchants, to not he Vail and Lionshead Village areas. pe Im -3418 fo r ie-the basic foundation � ; , .�. :., � ��, T'�r shall be honored at all ,� �y � ,. , vehicle, and=emergei Project. Work to include all ms and landscapi�tg. �re Area should confact Scott by whicli;construction y�rill be veh : � �� '. � >� � and circulation :shall . �ff s. ��'y il Village and Peclestrian :tiv��ty must go to the Vail striaction �arking, refer to • The hours of Outside Construction Activity shall be as follows: - April 15 — June 18 & September 7- November 19, 7 a.m. until 7 p.m., seven days a week. June 18 thru September 10, work must end by 4:00 p.m. on Fridays. November 13 — April 15, 2005 work allowed within daylight hours only. - Deliveries shall be restricted to the hours of 7 a.m. to 11:30 a.m. on Gore Creek Drive and 7 a.m. to 8:30 a.m. on Bridge Street. - Special Construction delivery permits must be requested in advance, from Public Works in conjunction with Code Enforcement at Checkpoint Charlie. - No construction activity shall occur on Saturday or Sunday between June 19 and September 5. TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 • DEPARTMENT OF COMMUNI�EVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: BOS-0010 Job Address: 452 E LIONSHEAD CR VAIL Status ...: ISSUED Location.......: 450 E LIONSHEAD CR Applied ..: 02/O1/2005 Pazcel No....: 210106404030 Issued ...: OS/24/2007 Legal Description: �� _ � �--� -i Project No . : Expires . . .: 09/27/2005 OWNER 450 BUFFALO PROPERTIES LLC PO BOX 331 BOULDER CO 80306 CONTR.ACTOR R.A. NELSON & ASSOCIATES, P. 0. DRAWER 5400 AVON, CO 81620 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP PO BOX.959 AVON CO 81620 02/O1/2005 IN02/O1/2005 Phone: 970-949-5152 02/07/2005 Phone: 970-845-2354 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Occupancy: Type Construction: Type Occupancy: Valuation B/S2LR3 III-B ?? $365,000.00 Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 //iittRt4i4tittt4#iiitttttttit#t�ft�RM#Miit*i#iit/f4#itt#�#tt*t#t#4tit FEE SUMMARY i*4�t4tt��►;ti;#R+F►tt#t#iR#t#tit/�Rt►�I►ii#►###R�Rttt#�A;I�i4t#i Building—> $ 2, a � �. � 5 Restuarant Plan Review—> g o. o o Total Calculated Fees—> $ a, 0 9 i. 2 9 Plan Check—> $1, 610. 54 DRB Fee-----> $o. 00 Additional Fees > $232.00 Investigation-> $ o. o o Recreation Fee —> $ o. o o Total Permit Fee—> $ a, 3 2 3. 2 9 W ill Call—> $ 3. o o Clean Up Deposit Fee—> 50.00 Payments > $ a, 3 2 3. 2 9 TOTAL FEES--> $ a, 0 91 . 2 9 BALANCE DUE---> $ o. o 0 4ttfit�l#it►itti#itMf4#ttitlt#tii#i#t#itM►rti�t;t#4t*t1�t#/�i►#t1*tt#***tiM�4i#R4tR#R##t**�iik#tt�lii4�R#tR#i�ii##R#ittitt#/#t#4t4#tt#fi#i#ti##t#i�t#• Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP 10/14/2005 cdavis Action: AP ADA curb-cut and revision approved Item: 05400 PLANNING DEPARTM� � 02/11/2005 bgibson Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 03/30/2005 ls Action: AP 03/30/2005 ls Action: COND Landscaping to ber completed ASAP. For bond return. ADA ramp to be completed after April 18, 2005 . A street cut is required. i�4M#ttFittit4+F►i4ti##t#t�tt#tii4►ititittititlMyittt�t*t#t4it##ti4i#t#tt#titt##*t*ii####4#ti#tt#iftii#t#*/;4titt#tiif/kitytiti+R#ttMtiti#ttitii�R/t See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in 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 SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. �d�u � SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER . LJ PAGE 2 *************************************************************************************************s****** CONDITIONS OF APPROVAL Permit #: BOS-0010 as of OS-24-2007 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applicant: VAIL RESORTS (VAIL CORP 970-845-2354 Job Address: Location: Parcel No: 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR 210106404030 Description: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Conditions: 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: CON0006941 CURB CUT FOR NEW ACCESSIBLE RAMP REQURIED. PUBLIC WORKS PERMIT MAY BE REQUIRED. SEE PLANS Applied To Expire 02/O 1 /2005 Issued: OS/24/2007 09/27/2005 • • **s*s********•*r*r****ss********ssss***********r******srrr*****s**********rr*******s*.�r**** TOWN OF VAIL, COLORADO Statement ***sss*+*****s*****s****s•ss*****s****rsr***s*****v�***«****r.***ss***sr*****ss.***ts*s*ss.ss Statement Number: R070000792 Amount: $232.00 05/24/200703:47 PM Payment Method: Check Init: LC Notation: #2033/Todd Goulding ----------------------------------------------------------------------------- Permit No: B05-0010 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-064-0403-0 Site AddFess: 452 E LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR This Payment: $232.00 Total Fees: $4,323.29 Total ALL Pmts: $4,323.29 Balance: $0.00 *sr*****�***************s*************�**************s****************************t******ss* ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PN 00100003153000 Description ------------------------------ BUILDING PERMIT FEES INVESTIGATION FEE (BLDG) Current Pmts 116.00 116.00 ----------------------------------------------------------------------------- � � TRANSMITTAL LETTER VAIL RESORTS DEVELOPMENT COMPANY - DESIGN AND CONSTRUCTION (970) 845-2369 Telephone (970) 845-2358 Fax !� PROJECT(S7: Treetops, B05-0010 PROJECT NO. TO: Town Of Vail, Building Department A1TN: Jce Suther REFERENCE NO: DATE: May 24, 2007 IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US II14MEDIATELY. IF CHECKED BELOW, PLEASE: ( ) ACKNOWLEDGE RECEIPT OF ENCLOSURES ( ) RETURN ENCLOSLIRES TO US. WE TRANSMIT:' (� �� () IN ACCORDANCE WITH YOUR REQUEST ( ) UNDER SEPARATE COVER VIA FOR YOUR: () APPROVAL () DISTRIBUTION TO PARTIES () INFORMATION ( ) REV�W & COMMENT ( ) RECORDS (I� USE ( ) THE FOLLOWING: ( ) DRAWIIVGS ( ) SPECIFICATIONS ( ) CHANGE ORDER () SHOP DRAWING PRINTS () PRODUCT INFO ( ) SHOP DRAWING REPRODUCTIONS ( ) SAMPLES (I� PAYMENT COPIES DATE REV. NO. DESCRIPTION ACTION CODE 1 5/24/07 Check for Pinal building permit fees for Treetops (BOS-0010), 5232.00 ACTION: A. ACTION INDICATED ON ITEM(S� TRANSMITTED B. NO ACTION REQUIRED C. FOR SIGNATURE AND RETURN TO TffiS OFFICE D. FOR SIGNATURE AND FORWARDING (as noted below, under "Remarks") E. SEE "REMARKS" BELOW '7 �� 7=i COPIES TO: Master �le WITH ENCLOSURE(S� O O BY: Todd Goulding, Project Manager Vail Resorts Development Company Design and Construction � � TOWN OF VAIL . DEPARTMENT OF COh�vIUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIIvIES Job Address: Location.......: Parcel No....: Project No . : ADD/ALT CONIM BUII.D `PERMT 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR 210106404030 OWNER 450 BUFFALO PO BOX 331 BQULDER CO 80306 CONTRP,CTOR R.A. NELSON P. O. DRAWSR AVON, CO 81620 PROPERTIES LLC 02/O1/2005 Permit #: BOS-0O10 Status . . . . Applied . . . Issued . . . . Expires . . .. ISSUED 02/O1/2005 02/22/2005 09/27/2005 & ASSOCIATES, IN02/Ol/2005 Phone: 970-949-5152 5400 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP 02/07/2005 Phone: 970-845-2354 PO BOX 959 AVON CO 81620 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUII,D STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTTTIONS FOR OFFICES Occupancy. B/S2/R3 Type Construction: III-B Type Occupancy. ?? Valuation: $365,000.00 Add Sq Ft: 0 Fireplace Infa�mation: Restricted: # of Gas Appliances: 0 # of Gas Lo�c: 0 # of Wood Pellet: 0 •�iti��4itti#titi#ii#i#tt�IR�it#tfifitiiititiittitii#ti►*#it�#Ri=fiti FEE SUMMARY •'��*'�ss+t4�esssssss�sssssss�sssssss�►sssssssssssssssisssssssss Building--> $2, 477.75 Restuarant Plan Review—> $0. 00 Total Calculated Fces—> $4, 091.29 Plan Check—> $i, 610.54 DRB Fee > $0. 00 Additional Fees —% $232 . 00 Investigationa $0. 00 Recreation Fee > $0 . 00 Total Permit Fee > $4 , 323 .29 Will Call—> $3. 00 Clean�p Deposit > $0. 00 Payments----= $4 , 091.29 TOTAL FEES--= $4,091.29 BALANCE DUE —= $232.00 iitfttiit#t��iiti#ii4iititi#t##i##�l4itii�tiiiitii#it##t#*t�*##t�tt#/titii3it3iff#R#it�ii#*##t##*##ttifi=iit#ti�tiiiftitiifiiit3titiitf�titti#tft Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP 10/14/2005 cdavis revision approved Item: 05400 PLANNING DEPARTMENT 02/11/2005 bgibson Action: AP ADA curb-cut and Action: AP n L J Town c oFF�� Memorandum To: Chariie Davis, Chief Bu�ding Offia�-ToMm af Va� From: Ric�c Caudel, Prnjec� Manage� . �: � - • . �. . - �, Re: T�e Tops Building ADA Ramp Conections r1 U ��,•�ata . , - :., � �� ; : _ �_ �. _. � �� ° -��z Attached please find tvw (2) oopies of an 8.5" x 11" three page plan of the e�asting ADA Ramp located at the northeast comer of the Tree Tops property. It is our understanding that adjustmerrts need to be made to the e�asting ramp in order for Vail Resorts Inc., to r�eoeive a Certifificate of Occupancy for our tenant spaoes within the building. The redlines noted on the subject plan neflect the Soope of Work to adjust the e�asting ramp to achieve a safe aooessible ramp from the stneet (East Lionshead Cirde) to the entranoes to our Offioe spaoes. We have oonduded with contractor impute that we can achieve a ramp slope of 10.5: 1 in the area noted. Wdh limi�ng the Soope of Wor1c the area noted w�e do not create any tripping hazarcls. As no�ted on the redline plans it is intended that a pipe rail will be added to the e�asting tube steel posts on both sides of the ramp to provide a grip rail for disabled persons. Finally, it is intended to prwide a curb cut from the e�asting ramp surface to the street elevation. Thank you in advanoe for your authorization to prooeed with the ramp adjustmerrts. It is our intention to have the Scope of Work c�ompleted ASAP onoe we have been rele�ased by your Office. Should you have any questions or conoems please feel ftBe to oontad me direc�ly at 970.845.2382 or 471.6036. APPROVED j' Community Development DepartmeM �`� �� • Building Safety and Inspection Seniice8 Sect�c. , ► � _. �0�: `� _'atemational Bullding Codellnternational ResidenUal Code Vc^.iiC's�7 c' permit. The issuance or granting of a permit shall not be conciru�d t� be a permit for, or an approval of, any violation of any of th� provisic�;, of this code or of any other ordinance of the jurisdiction: Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on constn�ction documents and other data shall nct pr t the building official from requiring the correctio� of errars i he nstructio ments and other data. The building official i� �.,o auth 'ze to reve t occupancy or use of a structure where i- violatio e of any other ordinances ot this jurisdiction. PLANS EXAMIN DATE: � Q . 4 � VJ � \J �� a 0 � OU7LINE OF a�so.a lo�r � ( oS' �� Tr� �S �,� �°�'� �� o,�. c,�.,,,,�. _ � , , i , ,/' O. o �� I �� \ � / o y � \�� ' � � / / /� / / ,, p g , � � > � i � � '�� ,•' - ` �e��e � e�sq,6 � `/ � .4� \ 1'-� �� / � '� �< ' ,. ,.. j , n + °' o I � _:_ �- /4 p , �� / : �/ � /'�� J ;: � . � / /`�.. � �\ .� +� le��ll e�ao.a �v Q' � � � j / v ' � i ° � �� , � %'. 0 0> v �y, ... � � ., ��.a �. �iNC � % � , � o . az�sr�xc / � >' + � CONCRBTd ' ��.� � P. . . ;� < ' ;_�. , y � ,, ' p0 / �.. � \ �i f �� / ' / � /'�' . / � / p°e�so.e � ' . � � � �., P.JVIIt��` // C p p . � / \ �� '�� Y 1 / // . S�P�NC ,� � � y�, � ,.e.a rY�s��h . �/!�� , p ' @ '. � . I• O� �ti7101�' > .;so.s ,:. i :.` , . % �`�7' � �d ��, � , ,� ° ` � �/ Ce� s � a�1q.s ° > , \ a; �1�� /�� `� � /' e�a�.o axfsriNC ' / , � � y r � / STA/RS p � �a. s�a _,� �/ �.� r,.,/►S \ / p I/Id.B v . / . � �8 .�`/ / ` � ' �f �r'I �i/ � f'� , . ` ' � �� •. f � f 18.6 �1 �. ti BXISTI C CRADB � `�� . �'....... ` /Af Q.7 (TYP! L) •'� ��J� / i � `�/� s/17.8 , V >� �y ' N'Yv� -' / / / �•' v �\� • ixc ,r�� .r � � -� . � ''\ ::�sr►S � . � •i' _ � �►s'� � ...' �f�, �0� J � 1 � I � , \ � \ N,�'i' 1A .t /� �` _ '-----" ' ' .... -' : ! _ M ^, � ..� i' ` 7• y.: 'f "� /�i i � / arao.s�� .,[ .��• �•. .. ,� � f_.. ' _ "` _l...._ � /" _" � ' � y �` �"� � — .- I ��Y ! � J� ^ �D � i � Q/IB.Q t8. :.� •'/ !. :'� . /. � ....__._.. J ' �: • / ' � t , ! , ' \ ''= lY..--' i t i:. BXISTING � Y �.\�. . i i j: ,.- -" � `A/�,�� `�i:i..��STA/RS Itd. `X� ''�."r ."— ' i � d116. � ��`,Y �� 1\\I jr \��' u::.... ai�e.► e�� `, � : -.�.-:"y""� �y�'�.,• ..--• -__--_`. ' � �1 ' . � :-j-.. :�ly�7�N6 1lANDRAI '!'� �� ' � i � 6 . � ! ,' f• � --''-'.`y � � � ly,��/�f N � � _ , 's e.� '� 1 e .•�'';i ti• - _ _�_ N \ \��a�.��- ` eues � :�� -;:{ ! r{,�. -.• -��'' � . � `l'�'aoc) � '`� i.� ` = � Y GRAPHIC 3CALE wv . 1�`� � / r� ax�sr�mc o � '. - �- ----" ~� �� . ,a � — ��--• _ _ _ -- _ cuRe r curraR -----=--�"--`---- '� r� raoc) BYISTlNC FLOMLINd �� \.:-� cl-; " w�— � � — — — . lXlST/NC 60A Y � a►�s.e a��a.s l, � '�' � HE �IRC�E � i.p� :� n. �._ _�.._.. '�, /�� ' � � ;'! ONS AD \ � r . \ ' � EPST �, � � I � � , i:�% ' -,� � �::� , �`� TREETOPS RAMP — EXISTING CONDITIONS �o.�.�� ..a.�„ � < I PO� 1NFORYA770N ONLY-TOPOGRAPHIC IIiFORNATlON PR011mED HY PBAK LAIiD CON9ULTAH'P3 1 QA 3�s�o) �s-�iy vC0L0 i�( ioj nryu=-aa�o •3 • ., ti ... _" �s� 23�2 � • • • 06-06-2007 Inspection Request Reporting Page 12 4:39 nm Vail,_..�`,�� — CitTdf Requested Inspect Date: Thursday, June 07, 2007 inspection Area: CG Site Address: 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR AIP/D Information Activity: 605-0010 Type: A-COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy : Use: III-B Insp Area: CG Owner. 450 BUFFALO PROPERTIES LLC Contractor. R.A. NELSON & ASSOCIATES INC Phone: 970-949-5152 ,,. Description: TREETOPS C NDOS-VAIL M�UNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND , WALLS. REMSDEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Reauested Insoection(sl � �' ��' � � Item: 540 BLDG-Final C/O Requested Time: 10:30 AM Requestor: R.A. NELSON & ASSOCIATES, INC/ Dennis Phone: 970-471-6049 Comments: Will call Dennis 4 49 Assigned To: JMONDRAGON Entered By: LTILLMAN K Action: Time Exp: . RLPT131 Run Id: 6776 . � 04-07-2005 � tnspection Request Reporting Page 4 5:33 tsm ----- VAIL- CO - TOWN .QE_--- - Requested Inspect Date: Friday, Aph! 08. 2005 Inspectlon Area: CG 5ite Address: 452 E LIONSHEAD GR VAIL 450 E LIONSHEAD CR A1PlD Irtformation Activity: B06-OQ10 Type: A-COMM Sub Type: ACdM Status: ISSUED Const Type� Occupar►cy: Use: III-B Insp Area: CG Owr�er. 450 BUFFALO PROPERTlES LLC ApRlicant: VAIL RESORTS (VAIL CORP Phone: 970-845-2354 Consractor: RA. NELSON 8� ASSOCIATES, INC Phone: 370-943-5152 DescripUon: 7REETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INT'ERI�R, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS. INSTAIL PARTiTIONS FOR OFFICES NoUce: a new ADA access ramp will require DRB applfcat3on and approvai - BGIBSON Natice: Buliding revisbns dated 311Q105 approved by Planning. - BGiBSON NoUce: Review af revisions approved. AddiHonai fees imposed for review and tor partiai inspectlon. - MMCGEE Notice: revised plans for the bathroom changes and vestibule approved 3;�17,'05. see cloudeci changes on the plan sets. ffeW set re-issued. - CGUNIOId Natice: ORB appiication may be requ�ied for new ADA access ramp. Planning shali conArm prbr to issuance of the proposed ravistons. - GRUTtiER Notke: VFES issued verbal order to shut down on 02�23?"05 tor non-compiiance wfth fire alarm requirements, failure to noUty prior to demo, creating talse alarms. and tailure to obtain fire alarm permft. UVork is al{owed to resume once the buildfng has been made safety for demoliUon. investlgation fee assessed Fire Marshal. - MMCGEE Comment SUItDING EVISIONSiAS SUIITS SUBMITTED AND ROUTED TO CHRIS GUNION. BILL GIBSON AND FIRE - GRUTHER Comment: REVISIONS SUBMlTTED ADORESSING CQMMENTS SUBMITTED AND ROUTED TO CHRIS GUNIdN. REV{SED PV1NS APPRaVED 2'� 1'05 - CGUNIQN CommeM: plan review commenis iaxed 2/4/05. F:kdev�CHRiS�PERMIT.COMMENTSiB05-0010.DOC hold uMil commsnts are addressed. • CGUNit?N Gomment ROUTED TO CHRIS GUNION. BILL GIBSON. FlRE AND PUBLIC WORKS - JSUTHER Reauested Insaection(s�i � �r�� Item� 530 B1_DG-Terr�p. C/� Re�uest im 08,00 AM Requestoc P A NELSON & ASSOCIATES. lNCJDENNIS Phone: 471-6049 Comments UPPER QF PFICES Asslgned To- CL�AVIS Entered By: LCAMPSELL K Action: Time Exp: Item Commertts: .. , W1�R lE�.�EL QNLYT�A'��SS IS AILOWED TQ THE UPPER LEVEL. Ite!±� Comments: 1.RtSE ON EAST STAIRS EXGEEDS 7' MAX AT 1st STEP. 2.RUN ON WEST STAIR IS LESS AN 11" MIN. • �� i' j �� J �. ! `i + �i��i�� Irrspection Histon► ftem: 'f0 BLDG-Footlngs/Steel ttem: 20 BLQG-Foundatlon!Steel , ftem: 30 BLDG-Framing " Approved " Q3l08/05 Inspector: GCD Act9on� Pt PARTIAL INSPECTiON Comments: FRAMING tS APPRQVED TQ QNE SIL�E THE tNALLS. BEFOR CL�StNG UP WALLS PR�VtDE REVISION TO BUtLD DEPT FOR REVtEW AND APPROVAL �� 03��10!05 Inspector. cdavis Action: COND APPROVED+CONDITIONS Comments: framtng approved in all locations except at areas that have been revlsed. Revlons shall be � approved prlor to reinspection J3.!14105 Inspector. GCD Action: CR CORRECTION REQUtRED REPT131 Run Id: 3109 �o c� � S �?� 7� z� s �j � �,�...�° �'�Lb � o /� �O� ,; n � ,. . ° � , ' ��' , � ' \> - o /y� //, �. � y\. ,: o � o i �/j�� `�� '� �" ' �� \��' � � �� l /�iae.� ��81bOn� � '. � / \ �� f/ l49$��,� . i i / I� � f / 1 , � " ; / � � �. / . � � . ! • � p / � � i , � ° n / y� ,-� . ,\\�y,�M� . � � . o 8I50.9 b �9 /.�. I � ' � � . i � k ( . � i PPROXIMAlE � � o� + PAVER REMOJAL re` I � s�r•REPLACE AREA� � � , i •� � t � `` I / y i �, � MATCH EXISTING �� OUTLINE OF BUILDING � o ExfsTlNC �/ � 4 �. z�" GRADE CONCR6T£ � �$' . � '�'- 8149.8 \ 6 ry� nv / � '. �� > \ A-`�� ♦ //' / �. � / � 29; �; / REMOVE AND REPLACE EXISTING � nar5o.s� \ �'x Ta � 49 MA�'J�' PAVERS TO CONSTRUCT ADA �� +49, �' COMPLJANT WALK AND 8t50.9 v � � % /� / � i 07 RAILING-REUSE PAVERS � � � sx�srrNC / �\ �,fl E � A�, I �! :; rr,as.s A�%� % sT6a / r� AM d- A CM' ��. ' � l.{°v1 / v ` �IS GRA E� E ` ,�%Q�7 � ' v / � .. , � 2`y:t IY� � ' � � � / f � ��"��/��7 r `V_ i' : n erso.s � �",1 �i �' � �� ` ` a.7a �/ ` � 1►�� .,n v. .� . , � � ; �e � �' v j, �' I � r. �ei�:s r �� F , � EXlSTINC : \' �-��y TI�'x �� .� � � � � � 8151.0 STAfRS � �i' \ � B� �x,�� 4 � � � . � , I s. . �/�� ,,.�',�'' � p 8718.8 v � , \�)49 . � I 49$i /4�ySR �6 I49.5 �/ �'�� - �' ✓ � . , . >1..., _ .-c � �./ /? .:81 <9.8, .. � I i !� 48.29 } / BXISTJNG Ef2.1D6 ,��A ' . � / . / /� � 8�f�8. 2, . �': O2, . � ! � �.:. :' (TYPlCAL) , .. �t� � ' / / � � BM7.9 � i \$�9'� / $2' . s �.,, 8.33 , /�ioz� +' . ..-��i � /� \ � ' i � 48.16 � �� ! ,. -' / �� ;3 � 9a �t� °. _l / ' i / . ,� � XY �bc ' -�' riv atas e % ; � \ J tJ�,b•" � _ i N � ,-' \ � �i � . �� -' 4> REMQVE AND REPLACE EXISiIyG-•' � '" � � _.aC. rvt - f w / , ,.� � �rtr rN)xc ��4,� 71 ;� �R Y .i ss � � ('W ,s .. �� . �' 7.s i �� RAA1P WITH ADA COMPLIANT� i �., , ` �� \� � ,• .85 - ^A- NV .._'- '� Z � �/ � i> .✓" `E 47 WALK AND RAI�.ING-REUSE j _- -� _ � � � . � ..:.... - � � a�so.s % \ C 7, y�/. - PAVERS: �Oj .� �-. _ _ - - � � ' � / 8146.8 49A ,�"� �. 4 i 11 . ' - �'� � " _ - i � N I r , £ �9 ' �A '�°' PROPOSED GRADE - - _ / . � � � � ; . , axrsr�NC s s , , ; . . - a � • I � ! � ;,'. STAlRS (TYPICAL) 1 ' � " � � r , ai�a.s '�� :45� � " - - -- - " � � � ais5. j MA7CH. eias.r 8/46. >¢7� 8XIS7'�G IfANDRAfL � \ � r EXIS7ING --_ •: ? � t REMO - AC REPLACE - � � � o , _ - - �� ... -' - . . .. - � ' "' .. . .. � i - ` � ' � � , _. - - ' � � AGENCY REVIEW 13SUE a \ !\ GRADEaras.z �JS � 45 9 CUR� CUT TO >� � g 8447 - (TBOC) ' � - CCON�SIF2UC_ _ _ - " � � � EXISi1NG GRADE IS BEING LOWERED 4-14-05 �. ^'s . Q.� § j � ALONG I WALL, SiRUC1URAL NOT FOR CONSTRUCTION W� � � . � 21.:..,�s � . .-' EXISTING a ` Z.� __ ' `- �� CURB B CUTTFR �� R MU6T REVIEW TO DETERMINE IF DQ N � _._ �r8 g3� — 7 iHERE ARE ANY ADVERSE EFFECTS TO GRAPHIC SCALE o '-� -- = - � -' ' `'- "� � -- � : /� ' 4 er4s.r(reoc) / L�'X/STING FLOMLlNS THE EXISTING WALL o s ,z ia � \ � 8I459� �T y� /' � -�"��.� \8145.7 &XfSTINC £OA c1R��E a s��s.s /'\ p ° �� y,(�.� / � I REMOVE EXISTING WALK dc CURB AND ��NSHEA � p� �� r �� \�� \,; I CONSTRUCT ADA COMPLJANT RAMP AND E ST ��n - e n y `� I dN,�S� ��fTRAl�AP \� RAWNG. SEE SHEET 3 dc CDOT AA-608-t P = � I � \ �j� ' � FOR DETAILS. — _ � o � — — � � i �� ` � , �'� i TREETOPS RAMP - PROPOSED CONDITIONS � c ° > �� EDWARDS BUSINE55 CENTER P.O. BO% 9] � �:� , �� / �� '` �,� I TOPOGRAPHIC INFORMATION PROVIDED BY PEAK LAND CONSULTANTS } EDWAR�S. COLORADO e�eaz r .�'. Qri (970) 926-1171 GA% (970) 9I6-]390 _� �`�� `��R�� V � , _ �/l�,�c. — S� r 2�� ♦` . � � g , �' F� �' r � �i Zx 12:1 �� 12'1► 2�� ca�[IE_SOe�uuc 4' . , _ � RAM P SECTI O N �'� L,� �.�. NIS � NO Nfl1 SEE C007 W10l-1 �� 1 �' ,�— i �r r r y � y n, r r \ r i:arl$rnuci ADA RANP 20:� 4' � RAMP DETAIL RAMP NOTES 1. AVOID PUICN�IGG DRMNIICE SRtUCMiES. TRAFFlC SICPYIL EOINPMENf, JUNCiION BOXES. OR O/HER �BSTRUCIIONS M FRW/� OF RAMP ACCE55 NtEA$, z. rw� s�s swut ►+ar ee s� nwr �x�. n�E o�cT� w�►nNC �wo wni � s�ovES s►uu. �ar BE STEEPQt TWW 20:1. 3. NOTE: RAIAP CRO55 SLOPE SFiM.I. BE LIIIRED TO 1:48 (27h lo Il d� �t� Z S !�� 6 0l� �- � � �� c�e�a� t�o�s i. eu.. wo�on o� w. p� .c. wo�aa �o �a ey om.,.. �n. ca��ace, r.a�w na� eo�aa. .�n .�s.u�y �a�,, nr�c.. �wy .da. v�o. a �a �r �. 1�. conEroeta .hdl ea�taet el apprapid. uUWr mmpaii�. �a in. bcdion.. aea ean4«la .nd uue lewt. oM a�'di�. (indud'ng �1 � Eq�� Inc. rowma no rapon.way �a utity batiar. 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S 1M eantraeta 6 rppm�iWt fa al mard�ation d doci�ig d motaida 1M emlraeta daN eoadnab mth tlr mmr. ad Va1 Rewls MabpmMt �y s. o�. (�) ...� �oca ss ..p�rea �o. a.r.ytiq xn.a�y. e.�nmo� c�«i v.a� �e co�,n�a iw e.Knmon�.. & Safdy B tla mporo�idy d IM Can4xtar. The Enqiwa 6 nd raepom�Lle (ar wfely i4 m. a aboul Ne projal ti't4 nor fa ea�qiaiee by 1M aPProP�e P�Y ��Y �QWafbm raktnq U101010. s. sow wtYy h uy a. onw. ed m. �onir«►or mwt oomy m. son. Enqin..r oee ca cnqinnr el .eMA,A,y. 10. 1M contrata dall Wn� dl appopAate Oroeaulkm to iqn�feanBY rcdir.v mY On►atid PoNdion eamd by Iw� aliidtia. iididLq vehiek �ueig, �toruqe d rerti:an a� dwnieds, .tc nu eon4«�or .Adl nw. Nw�'ra pr«.euna �a nrnainy potadid Pow1o�. ana now idrdif'wa .pa pnwnson ma �.qan.. procWura pior b mY athiWa d IM proJact �ite. a 11. q anY 9ramdro�M N�anlw�d Mw� IM eantraeta Niap eoMael NpN» EnqGwwNg, Ine. and IM ProjM CeolWwikd Enqinw Ym�edalNp. 12 The wNrotta dal mdntain ai�tin9 droiioq� el�u�rh. euMrta and appurtaiaiep durfnq eaatruttim a n�wry b prdal rood� and prapMy. ia c��na .na �.�. w�rwa� a.�.e�a b m. .a�«« d m. �. 14. Cadact P�alc Lpd CawKmb la dda d iteld wrwy. IS Caitreetot �hd minhJx� 4oelunq dl o!f-ail� and mb ad'pcw�t �eoda CaMrxtw �hd h� rapmdb4 !o elwi6i9 W u^Y olf-dt� 4oc4ad ad lo IM wlidoetion d 1M Oarr and To�n d Vd. 10. WpMamw�f/nqir a/ a�tin9 hord�eaM a lu� fwtuu �tuEd durLp tM rdoeatian d utWUn ahdl b� eaor8no4d rMb Todd GoiAd'rq. VRDC. ,7. Raf« to wm.. .p�looUan. and qpt.dwJed �rnnnaWotias (a ampalkn nqu4.m�M. and n�m�m.ndatlaro. 20. - R b tlr CanUxla'� rapa�liRy b eoadmb amin�NOn �lh all ��doa udSly oanqrip and to how d�ork dar by IM Con4aela appraad ad a�ptM EY wM �apKtiw ddo� ulihr oanppq• z�. rn. eo�oe�a rw� n�r a�e/a npao. o�r a�y ,.,a,�e�,y,.. u+Yw «.�wq �wu.. aed.e.e q, �o�cw� w n�. .o�moeno� d n�. f,�yxr.r ��»��. 23. Cadroda tAa1 ahldn d hir aipaw d prmTs and Y�eUaq rlid� an aeawry b pMam tM piapaM wak _ 2�. A1 eaWn¢aoo rw1 ead«m m m�x�dpd a dtdrla dmdard� und �p.dlimtiom one e. wnJ�et ►o e�InKuon abxmtion bp nMfr nvrpaluWp• Copip a�epd a�a man aama � e. on�.a e� nu ca�rou�. 26. TM Cadrx9or tld piovid� a1 igMa, sgns. hmiwdy, Ilog�n�n. a aMer darices nawwry b porid� lor puhic �ofehr in «�m�e. .an m. �� Ymd m Urifarm Laffie Con4d ONieM a a nq'w�d bp IM Taw� d Vai. iM Co�raebr h b provid� o hdfie Canlral Plm lo IM Taw� d Vd and ��caw apprevd o( 1M pla� pia to tlr �amnrneanwt d aq eauUuelion xUwlin �hin IM rood rigM-d-vq. 27. Cadraala �haM mta� and/a nploe� d dldwMd bM�eaping and tod lo a wn6Uai pud b a MHa qian tM pn-eaabuelkn da4 ad to IM wNdoction ot tlr owrr. O � AGEliCY REV[EI/ ISSUL � � , 4-Ih05 N01' !'OR CON3TRUCTION EOWAIqS BU91E� fZpiElt P.0. BO% i7 �3 OF 3/ %1 � mw,wos. caw�oo su.0 � 70 93{-�57] /A% I97� 11M]]!0 I��J� � �'`�"� 2� 8 Z • APPR�VED �' Community Development Department ,�y�� OF �� Buiiding Safety and Inspection Services lV Sectio� _,_� ,...._ln a�rnational Building Codellntemationai Reside�tial Code 4'u'�dity c� permit The issuance orgrandng of a permit shall not b� c:;:��:':: wd to be a permit for, o� an approval of, any violation of any cf i; _�.: �visions of this code or of arry othe� ordinance of the jurisdicUc�, Permits presuming to give atdhor�y to violate or cancet the provisions ef this code or othe� or�r�nce8 d itre � s� �� val�d. The issuance of a pem�besed on �� other data shall not prever►t the buildin9 o1�i irom r�e�d�n9 �e coRection of erro�s in the constructlon doaur�s and o�etdata.'me buiidin9 official is also autllodzed to preveM oax�panc.y ot use af $ shucture where in violation of this code or ot arry olher0�ditmnces o� mts�.sdic�on. G� �� D �' '23'DS� PLANS EXAMINER: . 1 V n11 Town of Vail OFFICE COPY � .� � 75 South Frontage Road • Yail, Colorado 81657 • 970-479-2107/F�LY970-479 2157 • www.vailgov.com � « RECYCLED PAPBR � � ? � W �.� a � � a � 8 � m a . ,� i� �--�-A �� o.G.�►�� .� �:�� R�g-3l.naa t.il4 HrcSse[�am21 n � SECTION A A 1. l0.oror�4i�UA�bb'-1�ia�-lner. (6aann�t�Id�e�o�oali�s6tano�m•t.�a�lnee�ao-ISOycfor 16��v� ounaab.Vll�limqraiwbe ooaante�oed ot�ULClwdfkdGesce.�Bladr�•.Macdl�aalopaim6u S ia (1�7mmJ See G�tasbelqocb (CAZ'l') wd kt�� ade Udb (i�i'h � ta �e k"Re 14sdse�o�x�h�ux�rLa u.v±+ oEtn�i�- Floocm+9'� beoon:aucad of amytoJa 4 �. p5�mo� �hiakLlt. ��6o11oa�aon!'ne� G��d�'• 1. '�drra/blMetr�b—Unenc�uMWUepI� aao�ti[�oueoartrs■dwi�fnq,a�ia�wi�hsmmt/4io.(6a►aA).mol.r�ax 6ecraesp�'peacm�u�lmdpadp6�oF y�i �mi�,Y�aecao��ito�be�ipd�y�lppoeeeda�baha�afd�e!(aorarw�all Lepnbty. The folloan'� eypee �d d�e1 ot�� p� ar000dal�s mq be+red: A. lMq�M �"� �L7 �w—f QaR l�o. (102,oruj d'uas►(ar mllee) Bah�J� 40 �olid con oc oell�rmne PVC pi�e i6r � In clowd (pivoe�a a s��J a�(�n.'�"�s or ve� piph+t �a+� g, �1{li i�Ta�s�ie C«��+—Nan� 4 iR poa �n) di�m (a etn�tlrr) 9d��lt 4o fi►c certdadclnanqed in acoaN•vice . ariA�A�tids�4T a�[me N�ond Elee�ial CoA� (NAPA Na 70� C� �hd�►rb��w<C��1Nr—Nao��ioy(142h1�++)A�+(ar�enikr��Rl3.lCPVCpipefcruain do�ed(procma�DP4�P�� Nan4�. 01 di�m�(a�Sel�nie�0io16deowaoc�rA�mc+e ia, A�k�ih�erBdadiaa8�q�(A��1�aw�ed(dn�w�cav�P�p"r=lyN�u' e1$s p�s ib�au iv� dowd �proewe ar a�pptr) � a in. (�ca wru) a�.w f�+�� so6e�J. �10 �RP1P p� !b� �� a ��1�ha�l�tT�1�' cbsed{q�ooewa�orve�ea(dan.ti�eaart� �c10y'a°�',malle�eD�ttf,«naoaA�n.(�o2nt�n}di�a�ta F. � �'V� �Jpe—ldaa+ 2 ia. (5 i taNlle� SDA 3�23 P'WT' p�a fot+ors h elmeA (penea� aaapp�y) or vw�d (�.in,arsts oe va� P�P�B � 3. �apDeNee�R7a�—oaltaeobsia�llCdia�naWithtl+eoccon�lyl�insbnuioni�voqoW.00Ur�l�De iroo�lsdand l�odmd uoand �q wd �aRSd bmdasidsoflloorae oebofi sldwof�lftiai�t 3M f7NnP�stAachorSitaptor� 1141a (6mm)dlwoib)m�b► I-1/2iaC�8 s�aao�l��+0�°°�mo0�°�•iiheeeel�smdmia 1-1/�4la {3�� dla�a ebd 6�da�.wd►�e. M'�a e�tru►� tlaw oetan oaw6c+c � a a� 6oln, �tml�ic�lb►1oc� ibrnow �.ln. (Sl sn�+) ,�'am (�tid M�alla�.uan3 ia (76 mm� dlnn adnom 4 i� (104 nu�) � P�•� 9�bICOMI'ANX—tA�aPPA 15,�.0,3Aoa�4A 4. FW,\+roidorC.v�ryill.t.�1.4'—Gn114s.rtml�l�t!!r(Ov�NolBb�q*►A)^I�mU4im(6mm�}�tiolaaeeia�a■nOcapnqy�ppl3ad �biq �mnntv�pooe, f1uB� �►lth o�P abotoom otiboc m aw aR bo� dde+otwoo. A[CO�lAhY—C? 951111�F, TC 1SWRFbc��-150* aatll4 P8'9� WT nalmc arb�+�c p�Y � ��.�� p�,�N��c� 800rwanbHe�,e�mlutlxidt�3�ooa)��aimaro�wlmc �Ibe �� . : -,-- . ^�.. 1M's w�.d•�+d d �Inw+ MY �M ih het� 14�i�Ici�vai �M 1001 �Wa1 d d►1 ��-�..� eus�p�,.m��Y �—.r,--•��: �i�Lf, : ��a; . �s�.� �.; i=�. ..,; . • . . ' . . � . � �. �..'::a. � �j�� ly•i:. , ., , _ . b0 3Jt�d l�1Nfl0�QTW 0L5Z9Z66L6 ��. , ._ ..•�.i , •1 A' tb�b0 500Z/5T/E9 � �--,-A � �--.-A S�rsteaa No. c-AJ�� 4 p�-3iae T Raai��-31� ,� n u SECT�ON .A,-A, t, a�eorora+f�tAs.�-1��1n�-lnio,(1.14,00��0rckssia�l��,ro�r�awwe��l+e(loo-lsopeforlsoo-z4Flol�im� 000asr� 1VIU �ap�abo byoaoe�dotaq�ULGwlflcd�r�.Hlocb'- Flaer+er! �o be oanrauoledof�y„dn 6te. (132tm11) I�IcU►. �A�*�l�t Conaf'�e V�b''. [�ts+e dNra uEop�oi�� is S ip, (127 am�� 6a CwwoeDbdu (CJ1Zl'jaadNe�t C�netee� �CFM � ia 1h.Fu=��Y �� lA�. �(op+'� She�n) Noa� s io. tts?,nm) d.m (er an.itier) S�6�e 10 {oe6enrie� at•ei dea+�e eo�t a proumd wdl ,'E, a7rrw ji �peq'A�e�—Ow ooiqnealik p�i• o[ eoo�it m ite oeeused�vi�fiiq np�rrimi.� a noM 1/4 i�1. (6RItd) ap�o� �aa betlll�f��oreat�duitandp�i�pbQ7d ��aaaadoitbobo�lgidlyaupparbdaoboihridosotlhe8oe�ota�ll �'(jq�idpC�MdSb!!bf 6�W��%�OttlN� A. P�DI C�brlde �'VLi'�IP—Nom 4 io. (1a2 mm) dl�a (a a�) 8rha�le �O,olid oore a�eon PVC pipe fice � Ia alo�ed�� aeuppy�orwma�a, �orr�prp�8�l+� B. B1�Nwaos.�ieCNirk+►—Nan4m.(109.�o+oa�di�an(e�'�eaMa�i�40PVCeondnitb�lkd'm� vrf�lle4v�e 347 o�4e N�tim�l8k�trial Cod� QNPA 4�. (�� mn (or ro�0ar) SAR133 CPVC �ps 16rnoe io G C�lw��hyt��i'�'��" � cloaod(pn�r or�ypb') P�� D� ��,1�� N�i �P �Nan 4 i�o. (1o2nwn) 4ieeA (Q �v) 3ebedule ao salid eore ot oelMkr mre AB,�c�ia�lof�d oraQpE!)a'r°�°di�rau�eorveotiP�P�� a� ��CR'�9X��Nmt41a(ta2�dlaia(ar�ao�lla�sct�ol6�OFR�pdpefarwem elomed (procea or ar� (dn1o.� �� °f`,�11.�) 9�1Bt f� 1,.� u�.� ��. (lo� min) dl� (.r p �1'+�0'1� f�'�1�' aveaeed.(dcrio.arleorVwtt)p�aBs��- ooalle.�SpR33.3PWF ' ibrnsalncJod(pe+oee�a'a�ply� 3� DAk�—CoIIwc—Col�tbo be f+�alt+dls acaoidsoct.ri8► 9� �oo�npn�nB ��I�• Colltta7 M �oavdle+e6.drv.�d�ipeud�s�3b.e�a�af9eoearaoboW�ofw�Owii013AS1A0�Fac�efiaR' orwith 1/A �. (6'�dW+by�ln ►-,nm.p! Run�tona �1 � �� ona�l��daatr.ndmw 1-��4io. p�,�►) d�aa�osl knduworhen.l�6o.afewR qaesafvu�rnehot � ar webarbotm, �y�hu�!!! loabd.fo�rnaa2 �n. (5l mm) diw (�od�.nom 3 in. (76moj dipl►a+dAam 4�O. (f01 ��myiqe+�seq�elX 9AI C�p'/II�IY—tllEi� PPD IS�ZO, 3A �od f:0 �. �,1�iie aa� Cwlop MMs�" —t�y 9�t or �ulb(Oplione4Na8�Aam►) ^Min 1!1 to� (6 rrmt) �iawe of aa� applty qpplied�a �tipoa. �l+ar� top abodoro ol'�oaran aneoebo�h aidesof w�IL �DICOM!'A1yX—Q�11*�SC139VB.PI�s'Qwn-A54� r.o.1k,F8a000WTwIw�orl�+8eoc�M�g►. 5. ��bid 4t CaA�►�br�a1�' — 6�1� (�p4��,Na 3ho�m)—Fot �oor manbliaz. �min 1� kn. (13 m�v►i � ofadasi� mqrbea�pl�iod�aiel�nnl�t�tl�ehwi�►bPe�°° ofsoaea m CO�Y-1'I#-t000N6 aorFB 3000 Wt � dle La. L1�fia6oa Medcia� �-�Berina t!� tJL LiWn�M�dc 1b1�■awd.r�md�d�i ie q00f� �� Q Fin A�Awa i��m�css�r�•�.�!'J��.-.-.-..--....�.____ _.. ,_-�T..�.�w,�`v• � ; ;°, � • . -::'t��an ! ' .ii�� ' L� ..1: �•. ' � : 1'�r. �'t�.', .�.'��.i 1 y'.. . � � _ � . .�i� r . � s� . . •• . . .. . �0 3Jdd J�1Nf10�QTW 9L9T9Z60L6 N � Q t � ro � � m � � N d7 .� t/i � � u �. � : � w . .. ,�.;� .. � Tb�bO 900Z/9I/E0 � T � m S � � � _ 0 � � N � O N � A� N �....�.�� i i I � 'O � � . .a: Y� r �'� . .� I i 3� -�� -�:� �� i � A �� Syateioo No, W-L-Z29A 7ar.e'd0�2 F R.�ti�Se -1 dc 2({x �See Iteto 7' Ratiry=- 0 Hr • Section a-a I. Wa0l�een�bly -The 1 or 2 hr f't��tecad p�Dram Mard'stud w�ll ueernbh; shall be conctructcdoflhomMter�a!s ��d in �e mau�a de�ibeC ip the Individ�►11300 or U400 Serie. R►�I1 or �artilio� Deagn in q� U.L �ire Resisance Dlreeeo�r md ahaU Includ� d�e fo�lowieig oao�tcu.tion feee�uw: A. $luds- Wali ir�ming mey conein ot ei�Aer wuai isods a sa�l channet seuda. wAOd cduls o0 ooe�ise of noro T byd in. lamber soacs� 16 �n OC. Soeel s:ud� a, be min 3-I ll la. wido �pa�:ed m� 21 in. OC. e. Qvu��nR 19o�rd' �'fhe 4YDSv1n boud typ�: d��dcne�l� e�mbe� of la,�ore, hs�enert,rpe ur� si+oes orisns�ticn shnli be.� apee�fl:d n�d�a ir.dinridua! U300 ot lJaOD Se;iss Dedgt! in �he U[: Fne Rai�rmoe Avec�ory. lWex �� oPvP��n6l� 3•J!1 in. 'Xh� ltoar�v F Rati!eg ot �h� flt'asmp ry�ien y rq��l ts tba hourl}� �!re Katia� v[ tnc wall a�w►nbh' in wl�ich it i� tae Wled. t. Tb�n�t!► Pmeirana - Oae ovnmet�l.ic plpe o( eOCtduit msh:lo� aacenctfe�lly a ouncmtriealh� wafiin upaning. Aanular sptee F,etr�ee� ysA.aanc ernf peripb�ty of o�enlog �o �t mie a nt (pa!M coceaoq oo max �• :la +n. Ycnetram ro oc ng,e►Y �ad cm eaD slaex otvw�L 7xe folbwini hP� �d size� oipenetryuus m.y be wed: A. 1o1��'i�pl CbloddR (PYC� Tlpe -Nom 2 i,�. diam !or �nill�) Schedula d4 sol:d cors �+' eelluler cos� �i C pipe for tue in eloeed (p�ocr.eaer;up�y) nr var•�ed (drain. wLSle or Jr.:la OlDln= s!'sWn. B, G'A�lo!'inated polyv{Nyi Chlaridc (CP�'Cy Pips - n0�n : in. dit�m {p� xtns11e�15DRt3.1 CPVC pip� tbr use it1 e(OSSd (procxy� or iupPFy) �ipinq s�.a�ns. C �t1yd Ns�ua,se�pie CenduN+-Nan2 i». diem ;oi sr►u!ta) 3che,�ul. i0 P�C cond�iit ina�alled in •acs�cdtr.oa �eithF,rtiek $�7 of t�e Natio�l �Iacnical Wde (NFPA l�o.'iU). 'o Q Ae�ryl�t�lk l�nlodNtie 8lrerne fAHS) rips-;Voir )-1,� iti. �iy:s (or ueolle� Schaluk�f0 anlld eon ot ceUular, core !►BS pipe for �tc �a ebxd (proeeaa or suppt7r) w tirnted (�:�in, wasar or vent; ripinQ sYeums• ' B. Eleurkal;Y�I�ta1Mi:'lh41n��.^1'�}h-t`iwni-7141ndlam(ozwnehar}'c�'2,`['inatal!�1�n�ewrds*wswith.VUC1a331oC�k�NaK�xio) . Elecnieol Code (NFP� No, 70), 5ee Ti kstrial 1Voamaallic'Ii:bir.�e (FE;EtI� cero�orv in :i�e ElcarieaF C�.Quuctio�: Mued�l,• Dita:l�y for nunes of marw:acw�cs. !. 1?;tt,uMa orCw:+y Me1rr1�1• •• C�uIY - �bn ti8 fn. �1lnlenrvs �1 e�upc s�tPliexl whhin �s�ulu:t, o�h w��r. b� �rt� or xa�i. Mia 1M in, dMm berd of ewik.pplied p gyp�m 6wtd/per�m inatface ac poin+ eon�► loc�ttia� or► both �iCal of �w11. Mh�naola 11�inln� � A�. Ca - IC i SW8 +�esring tt� UL �eadCacat{c� Muking . +�a�o�g tll� L'L Liatjeg Mark 'hk matwlol�t e�hoct�d br 7N i�n P�ale�lion P�aaucn Irom ih� 'M0� eJifiQn of IA� UL Rn A�Woau Direcla i•� , fd�syu1('y��,,7� i.r.en�k;;a !" u1Mw�n;•• Y:•�17;a �ri�flTL^A.'."u••S:"a: �: • �" 'i !^,;-�.�'::::L:.�ain .f:�,':��%� v••r• �' ryy��1q� nq��',�r Y,�TK,",ii� Ff : � .�R^�i��•�: ,;i .�jx� '•g.:•. ur.n.�::.� . �:i< �.I�i..i#Y�� ,!��„y��`..5.�_•;:;tl.:.�:�."i::«;�: ci . +: •�•I.: r... i.:• 00 ,.�%r�` • G►EIo�'H►viac.�'fafom�'o'r1*o.p0-34`=t�6T.•:. 60 3Jt�d l�1Nf10�QTW 0L5T9z60L6 95�T0 900Z/5Z/E6 � ..•�. � • 3yat�m No. C-AJ 2s78 � luoeZ002 pRas�g-2lir 'tRatia;—OH! .� �A Section A A Floor orwanAsunawy —Mio �an lo. ehldc se�tb� tsy�tapst�hc oraatm�� va�sbi (loo-lso pa) ooname. F1oa �nbJ�►nr�r alm ba conMtcted ofany�oio 6 iv�.9oek VL �tulfl� bollow�asA•c�st Canot'd� vtdb". Wi11 maq► aiso be owson�ceed ofuo� C1L Clwifisd Conctace�bClo'.l�uc disfi aia�eoiagS b�. . �ptl (�,OQ�l�bCk{ �(.�� 60d i�ldf�il CODtkOm � �� C0:lQ01b[ �1 �A�`'�� Iil(�Lj► �i �lD� Ofl'llalUi�S�C[R. 9ted BM�re (Opdaeal)—No�m 5 ia, dieQn (as �Mlla) $chcaule ] 0(a�h�avirt) a�o1 �eevn aat os g�out�d 'moo iloar or.reA �embly. Stal akeur tmy bs iA1t11ied fluch ormry p�cged maK � 1ia� 1�l�d Ibe floa orw�ll �safAal� Th�vusb Pr�draote—One or more aoamet�llic pipa, oopd+elcl aT �ubes msWka emoe�btieNh a aoac�alaUy a,chm opmm�.,�nqut�r �p�es bem�a p�n �dp�dpb�ty pfopaiia� ot �ieavs tbtU bemin a� V4 ia. to ma 2 ia� Tbs �eo bs�reaa p� 96�U 6e�in of �/4 ID. to mmt 2 In. Pme�nts tobe ri�dhr �+PPq� aa 60� ade� oifloaa o� wdl ummhl�r.'I'be tblla�win� typa pad �a alpeneu�uok meD' bs � a�� ritls (PVGj p{p.—rmm t-tn in dims cor a�� s�hedala eo mua core pvc plp. ibr�e ie oloka cP� ��r� orvenE�d (deoto, w�ste ar veuti i�Pa►6 �� B. 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Cl.�drk�tlo� � �� , of25 or lees sud a 8moloe De�lope��ot30 ar lmma5►beus�d. 8. fi� �else,�4�ek+t—i�o 3/4 �. dfd�k ialaai ��p°� cblo�ld° (A�IRVC? �exibk �uon iluni�6ed la me uoem ola�h�. Dl�ap�fr �uma oftrun�f�enua�l. A�y � �,� (Q�) e�OSy inthsPtaodn Reco� C� Co�oqehk�+eia�onm�i�! m�On6�.�bo'° ��00saod'hsr[n6sUi.9A Plmuomeb�4' C�'�fi� ol9y3A �b.aaa. TRM�IsiS��aa� i�'Utudl i�.l�k�wlfb�r�aia.x B��iA�r�r�l•a�mi� Ma ��r 1�.11ad�. �' Ra� v3N �Irrsr so�.9/� 1..nua��ueLent.do..TR�r�,1� o ar�ra�ee ip�l�dea�l�sa.nworo s/4h►.tY�. L Fm�vWi1 or CaYla 1lttleri�t+'— Cn1c—I�'itt �►� ia Wiob� �'� �withio �.9wih►� mp � aFAoa. 1� �18 im. d�iolm�s af adk �DP�� $1°h wi� beeoota s��w o1'� � iµ +�. uiou Daa ot�ullc applied.e �� ,�� a�r�ambp w�badoffloar�od a�pipe �°'��' �gp?A�BN�IG i 11�G. C�. —iC IiWH ��i� AN Uf. d�esiAaitlo� Mf r1c� +�erriag tbe UL �k�� .Q m � � s � 0 �. � � N O O O � � � 8 � � w � � 1Ms �awld re �naceri rY �M F�►rd�d�o� he�h (►•e� 1hi X� �Nn ol d� UL Rn 1akl�e Dhed� ' . '��- �;:;_�aar� �:1'.ii='i: i;4_.'_' e'.i:r r �. _e �y q � ;_ . ky:v� ��n�i�( � ,j'c?.°$!�� ":.�' , . .;�_ p�� . �°�,�.• • "I•r' ": • ' :t . • ' . � � . . . , �� .._._.---.h1Nfl0�QTW ---•----0L5Z9Z60L6_ _I1t:1�0..500Z15I/EGI :� •_ TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � DEPARTMENT OF COMMi;� DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: BOS-0010 Job Address: 452 E LIONSHEAD CR VAIL Status ...: ISSUED Location.......: 450 E LIONSHEAD CR Applied ..: 02/Ol/2005 Parcel No....: 2101Q6404030 Issued ...: 02/22/2005 Project No .: -�> �� y. fj� "% Expires ...: OS/21/2005 OWNER 450 BIIFFALO PROPERTI$S LLC 02/01/2005 Phone: PO BOX 331 BOULDER CO 80306 License: CONTRACTOR R.A. NELSON & ASSOCIATES, IN02/O1/2005 Phone: 970-949-5152 P. O. DR.AWSR 5400 AVON, CO 81620 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP PO BOX 959 AVON CO 81620 License: 02/07/2005 Phone: 970-845-2354 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Occupancy: Type Construction: Type Occupancy: Valuation: B/S2/R3 III-B �� ', . 111 11 Add Sq Ft: 0 Fireplace Informadon: Restricted: /J of Gas Appliances: 0 N of Gas Logs: 0 # of Wood Pellet: 0 *ss***ss*ssss***s********ss�s*s*s*s*******s***sssss*ss*ss**sssssss*ss FEE SUMMARY ssss�ss*sss*s**sss*s***ssxs*s*�**ss*ss***:s*ssss**ssssss**ss ' Building-----> $2, 477. 75 Restuarant Plan Review—> $0. 00 Total Calculated Fees—> $4, 091.29 Plan Check—> $ i, 610 . 54 DRB Fee---------> g o. o o Addiaonal Fas-------> $ o. o 0 Investigauon-> $0.00 Recreation Fee-------> $0. 00 Total Permit Fee--------> $4, 091.29 Will Call--> $3 .00 Clean-up Deposit-------> $0. 00 Payments-------------> $4, 091.29 TOTAL FEFS---____�� $4, 091.29 BALANCE DUE-------> $0. 00 ssss*s*ssssssssssss�s*s**ssss*s*sssssss***s***ts**sss**s*s#**sss***sssssr*rrsssssssk*ss*s*�s*sss*�s**s*ssss�s**ssss*�**ss�*ts*a*�*�sts****s**s*** Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP Item: 05400 PI�ANNING DEPARTMENT 02/11/2005 bgibson Action: AP Item: 05600 FIRE DEPARTMENT Item:� 05500 PIIBLIC WORRS sssssssssss■s*ss:sss�*:ssss**r.s.s«s«ss*sss�ssss*sssssss*s*s:ss*.«*s*:s:«.*�sss«s�s**s.sss:s�s:ss�s�■**ssss.s**ssssss�:sssssss*sssssssssssssssss: See page 2 of this Document for any conditions that may apply to this permit. .� • • DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the informarion 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, Uniform Building Code and other ordinances of the Town a plicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCJ�"/BY LEP AT 479-2 AT O CE FROM 8• = 4 PM. t�/ / �°� -�' � _ .%� ��d�I" SIGNATURE OF Oi�NER OR CdNTR?tC�('S�OR HIMSELF AND '� • • � PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Pernut #: BOS-0010 as of 02-22-2005 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applicant: VAIL RESORTS (VAIL CORP 970-845-2354 Job Address: 452 E. LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR Pazcel No: 210106404030 Description: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Conditions: Cond: 1 (FII2E): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIItED TO CHECK FOR CODE COMPLIANCE. Cond: CON0006941 CURB CUT FOR NEW ACCESSIBLE RAMP REQURIED. PUBLIC WORKS PERNIIT MAY BE REQUIRED. SEE PLANS Applied: 02/Ol/2005 Issued: 02/22/2005 To Expire: 08/21/2005 � � � ***************s**************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R050000158 Amount: $1,613.54 02/22/200512:25 PM Payment Method: Check Init: LT Notation: Todd Goulding / ck#1724 ----------------------------------------------------------------------------- Permit No: B05-0010 Type: ADD/ALT COI�IlK BUILD PERMT Parcel No: 210106404030 S�te Address: 452 E LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR Total Fees: $4,091.29 This Payment: $1,613.54 Total ALL Pmts: $4,091.29 Balance: $0.00 *****************************************************************t************tt************ ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 WC 00100003112800 Description ------------------------------ PLAN CHECK FEES WILL CALL INSPECTION FFsE Current Pmts 1,610.54 3.00 ----------------------------------------------------------------------------- � T10WN UF YAIL�y 75 S. Frontage Rd. Vail, Colorado 81657 Email address: Contractor SiQn; � � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS CONTRACTOR INFORMATION Town of Vail Reg. No.: Contact and Ph � % �o - /�' � � o - � / 1,�..0 t.c. / , /2 �- /L / /�'� /_, �'�Q � / . �� v��l COMPLETE VALUATIONS FOR BUILDING PERMIT BUILDING: $ ELECTRICAL: $ ��UMBING: $ MECHANICAL: $ For Parcel # Contact Parcel # Name: u - o �l 7 S.O�s- n�l � � . � - -.�� 7 . )��! ; ! ; �!. �-...., a � ,c.. ,e�e�•�, r� � � "d �'l... , j #�S: ,�-��5 Z. _abor � Materials) OTHER: $ �I� 1 D I r+�� TOTAL: $ ✓ t�. � Y,, ,� � �� c�- � ��S Counfy Assessors Office at 970-328-8640 or visit Job Address: ��D �-- L� v�`"/�Jtl � r• ' � 1�(l� ! �F 1Gl �� /`�`� . L L� %� 1 L Li 8 � 6�� Legal Description Lot: Block: Filing: Subdivision: Owners Name: A� G�� Address: � u� � 7 � Ph�i�7v —33! — �� 3 Z� Archi ct/De i ner: Address: Z S! o�T GGr/� 5� TI'Z , Phone: � � G►L A- 5`' o� �T � �� v,�" c v � o► ` v - r' 4-� rnngin er�� ,��G Address: 7v 6F.-�� n��Z c Zv Phone: � ��i �p �� -�i4� -�� Detailed description of work: �E�,,,� p��„aT��, tt� (�� v'� ST�t �2�j A�-r,0 �.� c-�+ GLS i�G�'lG2t� C_ Z�4 I��{�jrti1 ! r-1 'T�} LL 1°� �-� ►T i t�►-�l rZJJZ UIGtF l. , Work Class: New ( ) Addition ( ) Remodel ( Repair ( ) Demo ( ) Other ( ) Work Type: Interior (x) Exterior () Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family () Two-family () Multi-family () Commercial i,�j Restaurant () Other () No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes () No () Does a Fire Sprinkler System Exist: Yes () No f�J' *********************************,�*,�**FOR OFFICE USE ONLY*******************,�****************** Other Fees: Type of Construction: Accepted By,:'�� ` DRB Fees: Occu anc Grou : � Pianr�r Sign-off: Public Way Permit Fee: Date Received: t'S�'`� �� J ��a � - rz \\Vail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 07/26/2002 � �� <: � � :,,� Y�., �o�� oF ��rL • • U Questions? Call the Building Team at 479-2325 Bui/dina Permit Submitta/ Check/ist Department of Community Development Project Name: v�� i'1'1lJl/�-J7� � �• �'.�' O�'�"��tiC�- ��o��-� Project Address: �.� � �ii l�l �� t��f� C t/e� ll�i L 8 � 6 S� ✓ T7►�is Cher�ldistmust b�e avmp/eted before a Bui/ding Pernrit app/ication is aaaept+�d. �All pages of application is complete �Has DRB approval obtained (if required) Provide a copy of approval form a''Condominium Association letter of approval attached if project is a Multi-Family compiex �� mplete site plan submitted � /��`� � � c. P�rblic Way Permit application included if applicable (refer to Public Works checklist) C�� 5 a� Staging plan included (refer to Public Works chedclist) No dum�ster,parking or material storage r�✓ bestos test and results submitted if demolition is occurring p��chitect stamp and signature (All Commercial and Multi family) � Futl floor plans including building sections and elevations(5 sets of plans for Multi-Family and Commercial Buildings) o� Window and door schedule �Full structural plans, including design triteria (i.e.loads) r�' Structural Engineer stamp and signature on structural plans (All Commercial and Multi L- � ils Report must be submitted prior to footing inspection t� Fire resistive assemblies specified and penetrations indicated � oke detectors shown on plans � Types and quantity o1 ApplicanYs Signature: K� M ��, �'�'"� ( � , tia� �� - . I-��- � Date of submittal. � Received By: \\Vailldata�Cdev�FORMS�PERMITS�BLDGPERM.DOC 04/OZ/2003 0 .f • � �r CJ BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building. Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possibte. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may afFect future permits that I apply for. Agreed to by: (�- l�►1 �I Print name Si atu Project Name: ��(� �� (�'� Date: 7 � F:everyone/forms/bldperm3 � ' `� �, � �. TOA'N 4F YAIL x, HOW DID WE RATE W1TH YOU? Town of Vail Survey Community Development Department Russell Forrest, Director, (970) 479-2139 Check all that appiies. 1. Which Department(s) did you contact? Building Environmental Housing Admin Pfanning DRB PEC 2. Was your initial contact with our staff immediate slow or no one available ? 3. If you were required to wait, how long was it before you were helped? 4. Was your project reviewed on a timely basis? Yes I No lf no, why not? 5, Was this your first time to file a DRB app PEC app Bldg Permit N/A 6. Please rate the performance of the staff person who assisted you: 5 4 3 2 1 Name: (knowiedge; responsiveness, availability) 7. Overal! effectiveness of the Front 5ervice Counter. 5 4 3 2 1 8. What is the best time of day for you to use the Front Service Counter? 9. Any comments you have which would allow us to better serve you next time? Thank you for taking the time to complete this survey. We are commitked to improving our senrice. � , r • ! [/I� !► • WHEN A°PUBLIC WAY PERMIT" IS REQUIRED PLEASE REAt�' ��ND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": ❑ Is this a new residence? YES NO � ❑ ❑ - ❑ ❑ ❑ Does demolition work being performed �ire the use of the Right-of-Way, easements or public property? YES E' NO Is any utility work needed? YES NO� Is the driveway being repaved? YES NO_� Is a different access needed to the site other than the existing driveway? YES NO / Is any drainage work bei�9 done that affects the Right-of-Way, easements, or public property? YES NO � ❑ Is a"Revocable Right-of-Way PermiY' required? YES � NO ❑ Is the Rig f-Way, easements or public property to be used for staging, parking or fencing? YES��NO If answer is N0, is a parking, staging or fencing plan required by Public Works? YES NO If you answered YES to any of these questions, a"Public Way PermiY' must be obtained. "Public Way PermiY' applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. ;. I HAVE R A ANSWERED ALL THE ABOVE QUESTIONS. � � �f � c Contractor Signature Company Name Job or Project Name: �%1 J �/�► S ��j� Date Signed: F:/everyone/forms/bldperm4 m APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 19 1 ' Job Name 2' Excavating Contractor Name City � n n � PW#:❑LJ�❑❑LJ❑ Parcel#:�JJ� I❑"LJ❑❑-LJ❑�❑❑❑ Bidg. Permit #: U ❑ ❑ � ❑ � ❑ ❑ Street Address Mailing Address State Zip �� „ Tou�voF v�, '� � � u � � 4I79 2138 exta0) TOV Contractor's License Number REQUIRED ( ) Phone # 3' Start Date Compietion Date (Permit Expiration Date) 4. Work is for (circie one) Water Sewer Gas Electric Telephone CATV Landscaping Temp. Site Access Other 5. Trench-width _ (min. 4') Bond Amount $ Length Permit Fee 6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC JOB IS STARTED. 7. Rubber out-riggers are required on Asphalt surfaces underneath the bu 8. A signature below indicates a revie signatures are obtained, permittee necessary Town of Vail signatures. �� Public Service Company (1-800-92� Depth Total SF $ Total LF $ Total Permit Fee $ BE ON THE JOBSITE BEFORE THE en working on asphalt. . �tected at all times. �1 utility locations and approvals. Once all utility company buting application through the Public Works office to obtain the up to one week to process. Public Service Natural Gas Group (1-800-922-1987) U.S. West (1-800-922-1987) TCI Cablevision of the Rockies (1-800-922-1987) Eagle River Water & Sanitation District (970-476-7480, ext. 114) Holy Cross Electric Company (1-800-922-1987) Town of Vail Electricians (970-479-2158) Town of Vail Irrigation (970-479-2158) Town of Vail Public Works Construction Inspector (970-479-2198j ' 9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. � 10. All excavation must be done by hand within 18" of utilities —(Senate Bill 172). 11. Permittee must contact Public Works Department at 479-2198 24 hours prior to commencina of work. Failure to notify the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town charging the contractor a reinspection fee. 12. I certify that I have read all chapters of Title 8— Public Ways and Property, of the Vail Municipal Code and al! utility company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required. Contractor's Signature of Agreement Print name clearly ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. Date of Signature White — Public Works Yellow — Contractor • 1 V� • PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: ➢ Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a"Public Way" permit is required, You can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. ➢ Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective utilities prior to signing application. Some utility companies require up to 48 hours notice to schedule a locate. ➢ A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November 1st and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. ➢ Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. ➢ Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. ➢ The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. ➢ As soon as the permit is approved, the Building Department will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a "Building Permit'`. ➢ NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15th. A new Public Way Permit is required each year if work is not complete. Re-application each November 15th dces not mean n automatic renewaL I have ad and understa e above. � ZJ � Signature ate Signed F:/everyone/forms/bldperm5 � V �QA�N dF YA�, DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS! Please read and check off each of the items below: ❑ The Town of Vail Buiiding Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. ❑ The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. ❑ Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occupancx issuance. Agreed to by: ��'�.�---� Signature Project Name: � �! vV"-� ��i`� � �, / Date Signed: F:/everyone/forms/bldperm6 � • �D�N u MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of compiete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof. ❑ Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of P�blic Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. ❑ Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. ❑ Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilry of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance 6(1979). CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAPFIC & IMPOUNDMENT AUTHORIZED ❑ No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular tra�c or proper street or highway maintenance. (Ord. 2(1968) § 1) o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to eonstitute a violation of any sec,tion of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or otMer place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1) I have read and will comply with the above code �rovisions: _�Y I� L � , _. Pr' tName Position or Relatior�ship to Date Signed: � � 9 Vai12004 Vail Village and Lionshead Village Construction Hours Information Handout Problem Statement The Vail Village and Lionshead Village are invaluable assets to the community. Thousands of people come to Vail each year to sightsee, recreate, shop and to enjoy everything the Vail Valley has to offer. The community and merchants rely upon our guest to generate revenue. Our summer/winter guests expect a pleasant experience while in Vail. To insure that all of the proposed construction has as little negative impact on the community and on our guest as possible, the Town of Vail finds it imperative to create and implement the Vail Village and Lionshead Village Construction Hours Handout. It would be irresponsible for the Town of Vail, the actively participate to minimize the impact of constru New for 2004-2006 will be the Vail Village Streets utility related improvements, streetscape,_draina�, All Construction projects and/or remodels with"ii Bluhm Town of Vail Streetscape Coordihator�at 9 Givens The following givens are intended to in the Villages: • The public's health, safety and �n • Adequate pedestrian, loadin be maintained. . . ctiqn Contractors and the Merchants, to not he Vail and Lionshead Village areas. pe Im -3418 fo r ie-the basic foundation � ; , .�. :., � ��, T'�r shall be honored at all ,� �y � ,. , vehicle, and=emergei Project. Work to include all ms and landscapi�tg. �re Area should confact Scott by whicli;construction y�rill be veh : � �� '. � >� � and circulation :shall . �ff s. ��'y il Village and Peclestrian :tiv��ty must go to the Vail striaction �arking, refer to • The hours of Outside Construction Activity shall be as follows: - April 15 — June 18 & September 7- November 19, 7 a.m. until 7 p.m., seven days a week. June 18 thru September 10, work must end by 4:00 p.m. on Fridays. November 13 — April 15, 2005 work allowed within daylight hours only. - Deliveries shall be restricted to the hours of 7 a.m. to 11:30 a.m. on Gore Creek Drive and 7 a.m. to 8:30 a.m. on Bridge Street. - Special Construction delivery permits must be requested in advance, from Public Works in conjunction with Code Enforcement at Checkpoint Charlie. - No construction activity shall occur on Saturday or Sunday between June 19 and September 5. TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 • DEPARTMENT OF COMMUNI�EVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: BOS-0010 Job Address: 452 E LIONSHEAD CR VAIL Status ...: ISSUED Location.......: 450 E LIONSHEAD CR Applied ..: 02/O1/2005 Pazcel No....: 210106404030 Issued ...: OS/24/2007 Legal Description: �� _ � �--� -i Project No . : Expires . . .: 09/27/2005 OWNER 450 BUFFALO PROPERTIES LLC PO BOX 331 BOULDER CO 80306 CONTR.ACTOR R.A. NELSON & ASSOCIATES, P. 0. DRAWER 5400 AVON, CO 81620 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP PO BOX.959 AVON CO 81620 02/O1/2005 IN02/O1/2005 Phone: 970-949-5152 02/07/2005 Phone: 970-845-2354 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Occupancy: Type Construction: Type Occupancy: Valuation B/S2LR3 III-B ?? $365,000.00 Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 //iittRt4i4tittt4#iiitttttttit#t�ft�RM#Miit*i#iit/f4#itt#�#tt*t#t#4tit FEE SUMMARY i*4�t4tt��►;ti;#R+F►tt#t#iR#t#tit/�Rt►�I►ii#►###R�Rttt#�A;I�i4t#i Building—> $ 2, a � �. � 5 Restuarant Plan Review—> g o. o o Total Calculated Fees—> $ a, 0 9 i. 2 9 Plan Check—> $1, 610. 54 DRB Fee-----> $o. 00 Additional Fees > $232.00 Investigation-> $ o. o o Recreation Fee —> $ o. o o Total Permit Fee—> $ a, 3 2 3. 2 9 W ill Call—> $ 3. o o Clean Up Deposit Fee—> 50.00 Payments > $ a, 3 2 3. 2 9 TOTAL FEES--> $ a, 0 91 . 2 9 BALANCE DUE---> $ o. o 0 4ttfit�l#it►itti#itMf4#ttitlt#tii#i#t#itM►rti�t;t#4t*t1�t#/�i►#t1*tt#***tiM�4i#R4tR#R##t**�iik#tt�lii4�R#tR#i�ii##R#ittitt#/#t#4t4#tt#fi#i#ti##t#i�t#• Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP 10/14/2005 cdavis Action: AP ADA curb-cut and revision approved Item: 05400 PLANNING DEPARTM� � 02/11/2005 bgibson Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 03/30/2005 ls Action: AP 03/30/2005 ls Action: COND Landscaping to ber completed ASAP. For bond return. ADA ramp to be completed after April 18, 2005 . A street cut is required. i�4M#ttFittit4+F►i4ti##t#t�tt#tii4►ititittititlMyittt�t*t#t4it##ti4i#t#tt#titt##*t*ii####4#ti#tt#iftii#t#*/;4titt#tiif/kitytiti+R#ttMtiti#ttitii�R/t See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in 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 SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. �d�u � SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER . LJ PAGE 2 *************************************************************************************************s****** CONDITIONS OF APPROVAL Permit #: BOS-0010 as of OS-24-2007 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applicant: VAIL RESORTS (VAIL CORP 970-845-2354 Job Address: Location: Parcel No: 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR 210106404030 Description: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Conditions: 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: CON0006941 CURB CUT FOR NEW ACCESSIBLE RAMP REQURIED. PUBLIC WORKS PERMIT MAY BE REQUIRED. SEE PLANS Applied To Expire 02/O 1 /2005 Issued: OS/24/2007 09/27/2005 • • **s*s********•*r*r****ss********ssss***********r******srrr*****s**********rr*******s*.�r**** TOWN OF VAIL, COLORADO Statement ***sss*+*****s*****s****s•ss*****s****rsr***s*****v�***«****r.***ss***sr*****ss.***ts*s*ss.ss Statement Number: R070000792 Amount: $232.00 05/24/200703:47 PM Payment Method: Check Init: LC Notation: #2033/Todd Goulding ----------------------------------------------------------------------------- Permit No: B05-0010 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-064-0403-0 Site AddFess: 452 E LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR This Payment: $232.00 Total Fees: $4,323.29 Total ALL Pmts: $4,323.29 Balance: $0.00 *sr*****�***************s*************�**************s****************************t******ss* ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PN 00100003153000 Description ------------------------------ BUILDING PERMIT FEES INVESTIGATION FEE (BLDG) Current Pmts 116.00 116.00 ----------------------------------------------------------------------------- � � TRANSMITTAL LETTER VAIL RESORTS DEVELOPMENT COMPANY - DESIGN AND CONSTRUCTION (970) 845-2369 Telephone (970) 845-2358 Fax !� PROJECT(S7: Treetops, B05-0010 PROJECT NO. TO: Town Of Vail, Building Department A1TN: Jce Suther REFERENCE NO: DATE: May 24, 2007 IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US II14MEDIATELY. IF CHECKED BELOW, PLEASE: ( ) ACKNOWLEDGE RECEIPT OF ENCLOSURES ( ) RETURN ENCLOSLIRES TO US. WE TRANSMIT:' (� �� () IN ACCORDANCE WITH YOUR REQUEST ( ) UNDER SEPARATE COVER VIA FOR YOUR: () APPROVAL () DISTRIBUTION TO PARTIES () INFORMATION ( ) REV�W & COMMENT ( ) RECORDS (I� USE ( ) THE FOLLOWING: ( ) DRAWIIVGS ( ) SPECIFICATIONS ( ) CHANGE ORDER () SHOP DRAWING PRINTS () PRODUCT INFO ( ) SHOP DRAWING REPRODUCTIONS ( ) SAMPLES (I� PAYMENT COPIES DATE REV. NO. DESCRIPTION ACTION CODE 1 5/24/07 Check for Pinal building permit fees for Treetops (BOS-0010), 5232.00 ACTION: A. ACTION INDICATED ON ITEM(S� TRANSMITTED B. NO ACTION REQUIRED C. FOR SIGNATURE AND RETURN TO TffiS OFFICE D. FOR SIGNATURE AND FORWARDING (as noted below, under "Remarks") E. SEE "REMARKS" BELOW '7 �� 7=i COPIES TO: Master �le WITH ENCLOSURE(S� O O BY: Todd Goulding, Project Manager Vail Resorts Development Company Design and Construction � � TOWN OF VAIL . DEPARTMENT OF COh�vIUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIIvIES Job Address: Location.......: Parcel No....: Project No . : ADD/ALT CONIM BUII.D `PERMT 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR 210106404030 OWNER 450 BUFFALO PO BOX 331 BQULDER CO 80306 CONTRP,CTOR R.A. NELSON P. O. DRAWSR AVON, CO 81620 PROPERTIES LLC 02/O1/2005 Permit #: BOS-0O10 Status . . . . Applied . . . Issued . . . . Expires . . .. ISSUED 02/O1/2005 02/22/2005 09/27/2005 & ASSOCIATES, IN02/Ol/2005 Phone: 970-949-5152 5400 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP 02/07/2005 Phone: 970-845-2354 PO BOX 959 AVON CO 81620 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUII,D STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTTTIONS FOR OFFICES Occupancy. B/S2/R3 Type Construction: III-B Type Occupancy. ?? Valuation: $365,000.00 Add Sq Ft: 0 Fireplace Infa�mation: Restricted: # of Gas Appliances: 0 # of Gas Lo�c: 0 # of Wood Pellet: 0 •�iti��4itti#titi#ii#i#tt�IR�it#tfifitiiititiittitii#ti►*#it�#Ri=fiti FEE SUMMARY •'��*'�ss+t4�esssssss�sssssss�sssssss�►sssssssssssssssisssssssss Building--> $2, 477.75 Restuarant Plan Review—> $0. 00 Total Calculated Fces—> $4, 091.29 Plan Check—> $i, 610.54 DRB Fee > $0. 00 Additional Fees —% $232 . 00 Investigationa $0. 00 Recreation Fee > $0 . 00 Total Permit Fee > $4 , 323 .29 Will Call—> $3. 00 Clean�p Deposit > $0. 00 Payments----= $4 , 091.29 TOTAL FEES--= $4,091.29 BALANCE DUE —= $232.00 iitfttiit#t��iiti#ii4iititi#t##i##�l4itii�tiiiitii#it##t#*t�*##t�tt#/titii3it3iff#R#it�ii#*##t##*##ttifi=iit#ti�tiiiftitiifiiit3titiitf�titti#tft Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP 10/14/2005 cdavis revision approved Item: 05400 PLANNING DEPARTMENT 02/11/2005 bgibson Action: AP ADA curb-cut and Action: AP n L J Town c oFF�� Memorandum To: Chariie Davis, Chief Bu�ding Offia�-ToMm af Va� From: Ric�c Caudel, Prnjec� Manage� . �: � - • . �. . - �, Re: T�e Tops Building ADA Ramp Conections r1 U ��,•�ata . , - :., � �� ; : _ �_ �. _. � �� ° -��z Attached please find tvw (2) oopies of an 8.5" x 11" three page plan of the e�asting ADA Ramp located at the northeast comer of the Tree Tops property. It is our understanding that adjustmerrts need to be made to the e�asting ramp in order for Vail Resorts Inc., to r�eoeive a Certifificate of Occupancy for our tenant spaoes within the building. The redlines noted on the subject plan neflect the Soope of Work to adjust the e�asting ramp to achieve a safe aooessible ramp from the stneet (East Lionshead Cirde) to the entranoes to our Offioe spaoes. We have oonduded with contractor impute that we can achieve a ramp slope of 10.5: 1 in the area noted. Wdh limi�ng the Soope of Wor1c the area noted w�e do not create any tripping hazarcls. As no�ted on the redline plans it is intended that a pipe rail will be added to the e�asting tube steel posts on both sides of the ramp to provide a grip rail for disabled persons. Finally, it is intended to prwide a curb cut from the e�asting ramp surface to the street elevation. Thank you in advanoe for your authorization to prooeed with the ramp adjustmerrts. It is our intention to have the Scope of Work c�ompleted ASAP onoe we have been rele�ased by your Office. Should you have any questions or conoems please feel ftBe to oontad me direc�ly at 970.845.2382 or 471.6036. APPROVED j' Community Development DepartmeM �`� �� • Building Safety and Inspection Seniice8 Sect�c. , ► � _. �0�: `� _'atemational Bullding Codellnternational ResidenUal Code Vc^.iiC's�7 c' permit. The issuance or granting of a permit shall not be conciru�d t� be a permit for, or an approval of, any violation of any of th� provisic�;, of this code or of any other ordinance of the jurisdiction: Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on constn�ction documents and other data shall nct pr t the building official from requiring the correctio� of errars i he nstructio ments and other data. The building official i� �.,o auth 'ze to reve t occupancy or use of a structure where i- violatio e of any other ordinances ot this jurisdiction. PLANS EXAMIN DATE: � Q . 4 � VJ � \J �� a 0 � OU7LINE OF a�so.a lo�r � ( oS' �� Tr� �S �,� �°�'� �� o,�. c,�.,,,,�. _ � , , i , ,/' O. o �� I �� \ � / o y � \�� ' � � / / /� / / ,, p g , � � > � i � � '�� ,•' - ` �e��e � e�sq,6 � `/ � .4� \ 1'-� �� / � '� �< ' ,. ,.. j , n + °' o I � _:_ �- /4 p , �� / : �/ � /'�� J ;: � . � / /`�.. � �\ .� +� le��ll e�ao.a �v Q' � � � j / v ' � i ° � �� , � %'. 0 0> v �y, ... � � ., ��.a �. �iNC � % � , � o . az�sr�xc / � >' + � CONCRBTd ' ��.� � P. . . ;� < ' ;_�. , y � ,, ' p0 / �.. � \ �i f �� / ' / � /'�' . / � / p°e�so.e � ' . � � � �., P.JVIIt��` // C p p . � / \ �� '�� Y 1 / // . S�P�NC ,� � � y�, � ,.e.a rY�s��h . �/!�� , p ' @ '. � . I• O� �ti7101�' > .;so.s ,:. i :.` , . % �`�7' � �d ��, � , ,� ° ` � �/ Ce� s � a�1q.s ° > , \ a; �1�� /�� `� � /' e�a�.o axfsriNC ' / , � � y r � / STA/RS p � �a. s�a _,� �/ �.� r,.,/►S \ / p I/Id.B v . / . � �8 .�`/ / ` � ' �f �r'I �i/ � f'� , . ` ' � �� •. f � f 18.6 �1 �. ti BXISTI C CRADB � `�� . �'....... ` /Af Q.7 (TYP! L) •'� ��J� / i � `�/� s/17.8 , V >� �y ' N'Yv� -' / / / �•' v �\� • ixc ,r�� .r � � -� . � ''\ ::�sr►S � . � •i' _ � �►s'� � ...' �f�, �0� J � 1 � I � , \ � \ N,�'i' 1A .t /� �` _ '-----" ' ' .... -' : ! _ M ^, � ..� i' ` 7• y.: 'f "� /�i i � / arao.s�� .,[ .��• �•. .. ,� � f_.. ' _ "` _l...._ � /" _" � ' � y �` �"� � — .- I ��Y ! � J� ^ �D � i � Q/IB.Q t8. :.� •'/ !. :'� . /. � ....__._.. J ' �: • / ' � t , ! , ' \ ''= lY..--' i t i:. BXISTING � Y �.\�. . i i j: ,.- -" � `A/�,�� `�i:i..��STA/RS Itd. `X� ''�."r ."— ' i � d116. � ��`,Y �� 1\\I jr \��' u::.... ai�e.► e�� `, � : -.�.-:"y""� �y�'�.,• ..--• -__--_`. ' � �1 ' . � :-j-.. :�ly�7�N6 1lANDRAI '!'� �� ' � i � 6 . � ! ,' f• � --''-'.`y � � � ly,��/�f N � � _ , 's e.� '� 1 e .•�'';i ti• - _ _�_ N \ \��a�.��- ` eues � :�� -;:{ ! r{,�. -.• -��'' � . � `l'�'aoc) � '`� i.� ` = � Y GRAPHIC 3CALE wv . 1�`� � / r� ax�sr�mc o � '. - �- ----" ~� �� . ,a � — ��--• _ _ _ -- _ cuRe r curraR -----=--�"--`---- '� r� raoc) BYISTlNC FLOMLINd �� \.:-� cl-; " w�— � � — — — . lXlST/NC 60A Y � a►�s.e a��a.s l, � '�' � HE �IRC�E � i.p� :� n. �._ _�.._.. '�, /�� ' � � ;'! ONS AD \ � r . \ ' � EPST �, � � I � � , i:�% ' -,� � �::� , �`� TREETOPS RAMP — EXISTING CONDITIONS �o.�.�� ..a.�„ � < I PO� 1NFORYA770N ONLY-TOPOGRAPHIC IIiFORNATlON PR011mED HY PBAK LAIiD CON9ULTAH'P3 1 QA 3�s�o) �s-�iy vC0L0 i�( ioj nryu=-aa�o •3 • ., ti ... _" �s� 23�2 � • • • 06-06-2007 Inspection Request Reporting Page 12 4:39 nm Vail,_..�`,�� — CitTdf Requested Inspect Date: Thursday, June 07, 2007 inspection Area: CG Site Address: 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR AIP/D Information Activity: 605-0010 Type: A-COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy : Use: III-B Insp Area: CG Owner. 450 BUFFALO PROPERTIES LLC Contractor. R.A. NELSON & ASSOCIATES INC Phone: 970-949-5152 ,,. Description: TREETOPS C NDOS-VAIL M�UNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND , WALLS. REMSDEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Reauested Insoection(sl � �' ��' � � Item: 540 BLDG-Final C/O Requested Time: 10:30 AM Requestor: R.A. NELSON & ASSOCIATES, INC/ Dennis Phone: 970-471-6049 Comments: Will call Dennis 4 49 Assigned To: JMONDRAGON Entered By: LTILLMAN K Action: Time Exp: . RLPT131 Run Id: 6776 . � 04-07-2005 � tnspection Request Reporting Page 4 5:33 tsm ----- VAIL- CO - TOWN .QE_--- - Requested Inspect Date: Friday, Aph! 08. 2005 Inspectlon Area: CG 5ite Address: 452 E LIONSHEAD GR VAIL 450 E LIONSHEAD CR A1PlD Irtformation Activity: B06-OQ10 Type: A-COMM Sub Type: ACdM Status: ISSUED Const Type� Occupar►cy: Use: III-B Insp Area: CG Owr�er. 450 BUFFALO PROPERTlES LLC ApRlicant: VAIL RESORTS (VAIL CORP Phone: 970-845-2354 Consractor: RA. NELSON 8� ASSOCIATES, INC Phone: 370-943-5152 DescripUon: 7REETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INT'ERI�R, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS. INSTAIL PARTiTIONS FOR OFFICES NoUce: a new ADA access ramp will require DRB applfcat3on and approvai - BGIBSON Natice: Buliding revisbns dated 311Q105 approved by Planning. - BGiBSON NoUce: Review af revisions approved. AddiHonai fees imposed for review and tor partiai inspectlon. - MMCGEE Notice: revised plans for the bathroom changes and vestibule approved 3;�17,'05. see cloudeci changes on the plan sets. ffeW set re-issued. - CGUNIOId Natice: ORB appiication may be requ�ied for new ADA access ramp. Planning shali conArm prbr to issuance of the proposed ravistons. - GRUTtiER Notke: VFES issued verbal order to shut down on 02�23?"05 tor non-compiiance wfth fire alarm requirements, failure to noUty prior to demo, creating talse alarms. and tailure to obtain fire alarm permft. UVork is al{owed to resume once the buildfng has been made safety for demoliUon. investlgation fee assessed Fire Marshal. - MMCGEE Comment SUItDING EVISIONSiAS SUIITS SUBMITTED AND ROUTED TO CHRIS GUNION. BILL GIBSON AND FIRE - GRUTHER Comment: REVISIONS SUBMlTTED ADORESSING CQMMENTS SUBMITTED AND ROUTED TO CHRIS GUNIdN. REV{SED PV1NS APPRaVED 2'� 1'05 - CGUNIQN CommeM: plan review commenis iaxed 2/4/05. F:kdev�CHRiS�PERMIT.COMMENTSiB05-0010.DOC hold uMil commsnts are addressed. • CGUNit?N Gomment ROUTED TO CHRIS GUNION. BILL GIBSON. FlRE AND PUBLIC WORKS - JSUTHER Reauested Insaection(s�i � �r�� Item� 530 B1_DG-Terr�p. C/� Re�uest im 08,00 AM Requestoc P A NELSON & ASSOCIATES. lNCJDENNIS Phone: 471-6049 Comments UPPER QF PFICES Asslgned To- CL�AVIS Entered By: LCAMPSELL K Action: Time Exp: Item Commertts: .. , W1�R lE�.�EL QNLYT�A'��SS IS AILOWED TQ THE UPPER LEVEL. Ite!±� Comments: 1.RtSE ON EAST STAIRS EXGEEDS 7' MAX AT 1st STEP. 2.RUN ON WEST STAIR IS LESS AN 11" MIN. • �� i' j �� J �. ! `i + �i��i�� Irrspection Histon► ftem: 'f0 BLDG-Footlngs/Steel ttem: 20 BLQG-Foundatlon!Steel , ftem: 30 BLDG-Framing " Approved " Q3l08/05 Inspector: GCD Act9on� Pt PARTIAL INSPECTiON Comments: FRAMING tS APPRQVED TQ QNE SIL�E THE tNALLS. BEFOR CL�StNG UP WALLS PR�VtDE REVISION TO BUtLD DEPT FOR REVtEW AND APPROVAL �� 03��10!05 Inspector. cdavis Action: COND APPROVED+CONDITIONS Comments: framtng approved in all locations except at areas that have been revlsed. Revlons shall be � approved prlor to reinspection J3.!14105 Inspector. GCD Action: CR CORRECTION REQUtRED REPT131 Run Id: 3109 �o c� � S �?� 7� z� s �j � �,�...�° �'�Lb � o /� �O� ,; n � ,. . ° � , ' ��' , � ' \> - o /y� //, �. � y\. ,: o � o i �/j�� `�� '� �" ' �� \��' � � �� l /�iae.� ��81bOn� � '. � / \ �� f/ l49$��,� . i i / I� � f / 1 , � " ; / � � �. / . � � . ! • � p / � � i , � ° n / y� ,-� . ,\\�y,�M� . � � . o 8I50.9 b �9 /.�. I � ' � � . i � k ( . � i PPROXIMAlE � � o� + PAVER REMOJAL re` I � s�r•REPLACE AREA� � � , i •� � t � `` I / y i �, � MATCH EXISTING �� OUTLINE OF BUILDING � o ExfsTlNC �/ � 4 �. z�" GRADE CONCR6T£ � �$' . � '�'- 8149.8 \ 6 ry� nv / � '. �� > \ A-`�� ♦ //' / �. � / � 29; �; / REMOVE AND REPLACE EXISTING � nar5o.s� \ �'x Ta � 49 MA�'J�' PAVERS TO CONSTRUCT ADA �� +49, �' COMPLJANT WALK AND 8t50.9 v � � % /� / � i 07 RAILING-REUSE PAVERS � � � sx�srrNC / �\ �,fl E � A�, I �! :; rr,as.s A�%� % sT6a / r� AM d- A CM' ��. ' � l.{°v1 / v ` �IS GRA E� E ` ,�%Q�7 � ' v / � .. , � 2`y:t IY� � ' � � � / f � ��"��/��7 r `V_ i' : n erso.s � �",1 �i �' � �� ` ` a.7a �/ ` � 1►�� .,n v. .� . , � � ; �e � �' v j, �' I � r. �ei�:s r �� F , � EXlSTINC : \' �-��y TI�'x �� .� � � � � � 8151.0 STAfRS � �i' \ � B� �x,�� 4 � � � . � , I s. . �/�� ,,.�',�'' � p 8718.8 v � , \�)49 . � I 49$i /4�ySR �6 I49.5 �/ �'�� - �' ✓ � . , . >1..., _ .-c � �./ /? .:81 <9.8, .. � I i !� 48.29 } / BXISTJNG Ef2.1D6 ,��A ' . � / . / /� � 8�f�8. 2, . �': O2, . � ! � �.:. :' (TYPlCAL) , .. �t� � ' / / � � BM7.9 � i \$�9'� / $2' . s �.,, 8.33 , /�ioz� +' . ..-��i � /� \ � ' i � 48.16 � �� ! ,. -' / �� ;3 � 9a �t� °. _l / ' i / . ,� � XY �bc ' -�' riv atas e % ; � \ J tJ�,b•" � _ i N � ,-' \ � �i � . �� -' 4> REMQVE AND REPLACE EXISiIyG-•' � '" � � _.aC. rvt - f w / , ,.� � �rtr rN)xc ��4,� 71 ;� �R Y .i ss � � ('W ,s .. �� . �' 7.s i �� RAA1P WITH ADA COMPLIANT� i �., , ` �� \� � ,• .85 - ^A- NV .._'- '� Z � �/ � i> .✓" `E 47 WALK AND RAI�.ING-REUSE j _- -� _ � � � . � ..:.... - � � a�so.s % \ C 7, y�/. - PAVERS: �Oj .� �-. _ _ - - � � ' � / 8146.8 49A ,�"� �. 4 i 11 . ' - �'� � " _ - i � N I r , £ �9 ' �A '�°' PROPOSED GRADE - - _ / . � � � � ; . , axrsr�NC s s , , ; . . - a � • I � ! � ;,'. STAlRS (TYPICAL) 1 ' � " � � r , ai�a.s '�� :45� � " - - -- - " � � � ais5. j MA7CH. eias.r 8/46. >¢7� 8XIS7'�G IfANDRAfL � \ � r EXIS7ING --_ •: ? � t REMO - AC REPLACE - � � � o , _ - - �� ... -' - . . .. - � ' "' .. . .. � i - ` � ' � � , _. - - ' � � AGENCY REVIEW 13SUE a \ !\ GRADEaras.z �JS � 45 9 CUR� CUT TO >� � g 8447 - (TBOC) ' � - CCON�SIF2UC_ _ _ - " � � � EXISi1NG GRADE IS BEING LOWERED 4-14-05 �. ^'s . Q.� § j � ALONG I WALL, SiRUC1URAL NOT FOR CONSTRUCTION W� � � . � 21.:..,�s � . .-' EXISTING a ` Z.� __ ' `- �� CURB B CUTTFR �� R MU6T REVIEW TO DETERMINE IF DQ N � _._ �r8 g3� — 7 iHERE ARE ANY ADVERSE EFFECTS TO GRAPHIC SCALE o '-� -- = - � -' ' `'- "� � -- � : /� ' 4 er4s.r(reoc) / L�'X/STING FLOMLlNS THE EXISTING WALL o s ,z ia � \ � 8I459� �T y� /' � -�"��.� \8145.7 &XfSTINC £OA c1R��E a s��s.s /'\ p ° �� y,(�.� / � I REMOVE EXISTING WALK dc CURB AND ��NSHEA � p� �� r �� \�� \,; I CONSTRUCT ADA COMPLJANT RAMP AND E ST ��n - e n y `� I dN,�S� ��fTRAl�AP \� RAWNG. SEE SHEET 3 dc CDOT AA-608-t P = � I � \ �j� ' � FOR DETAILS. — _ � o � — — � � i �� ` � , �'� i TREETOPS RAMP - PROPOSED CONDITIONS � c ° > �� EDWARDS BUSINE55 CENTER P.O. BO% 9] � �:� , �� / �� '` �,� I TOPOGRAPHIC INFORMATION PROVIDED BY PEAK LAND CONSULTANTS } EDWAR�S. COLORADO e�eaz r .�'. Qri (970) 926-1171 GA% (970) 9I6-]390 _� �`�� `��R�� V � , _ �/l�,�c. — S� r 2�� ♦` . � � g , �' F� �' r � �i Zx 12:1 �� 12'1► 2�� ca�[IE_SOe�uuc 4' . , _ � RAM P SECTI O N �'� L,� �.�. NIS � NO Nfl1 SEE C007 W10l-1 �� 1 �' ,�— i �r r r y � y n, r r \ r i:arl$rnuci ADA RANP 20:� 4' � RAMP DETAIL RAMP NOTES 1. AVOID PUICN�IGG DRMNIICE SRtUCMiES. TRAFFlC SICPYIL EOINPMENf, JUNCiION BOXES. OR O/HER �BSTRUCIIONS M FRW/� OF RAMP ACCE55 NtEA$, z. rw� s�s swut ►+ar ee s� nwr �x�. n�E o�cT� w�►nNC �wo wni � s�ovES s►uu. �ar BE STEEPQt TWW 20:1. 3. NOTE: RAIAP CRO55 SLOPE SFiM.I. BE LIIIRED TO 1:48 (27h lo Il d� �t� Z S !�� 6 0l� �- � � �� c�e�a� t�o�s i. eu.. wo�on o� w. p� .c. wo�aa �o �a ey om.,.. �n. ca��ace, r.a�w na� eo�aa. .�n .�s.u�y �a�,, nr�c.. �wy .da. v�o. a �a �r �. 1�. conEroeta .hdl ea�taet el apprapid. uUWr mmpaii�. �a in. bcdion.. aea ean4«la .nd uue lewt. oM a�'di�. (indud'ng �1 � Eq�� Inc. rowma no rapon.way �a utity batiar. Anj mrrd, .an M. popa.a �a4uci� .ha� e. aagAt a me attaiuon o1 11r Enqimr a tlwt ir a g/ad� danqa ean M naG b�noh eny ea�lYeb wlA Nw ai�Wq utiNia. /JI niidinq ulitiu �haM 6� probetd lran damoge M IM Cmtra.ior. UhTitiu IMt an donwqed by IM canlrxlar daN b� rapoiad by the can4aclv d ro apme b IM mma a enqinaar. 2 All ear4uelbn dd eonlam b pKtlkdiom ad M wibj�et to eaNtruetloe obwmttan hy IM oriwr a uwr npra�nlWNa. Contracla �hd haw om i( ) af IM plau ad an� (1) coVY d IM appoprbb p�dl'i�otian� on tM job r1� �t a�... rn. cw�traa« r� now oo. �q.�. ..� o� u. eoo �onfroel Ooarronl� on 1M job rL d d Umy. a contr«�r .na� �ot kde a�ownyo r« � ow�� wn �++q ��. or ax*.�cw „ varo. rra swaq a qy:cd i.o��... .noM e. aaphc m Ih. a�adkn d m. Eoyinw. r cnr.«�or proaad. .an me .wk .�YhaA notxyirq nK F�q:ws uwn n. aoo .o d hh ovn rLk. 4. Obsrvol'um d tla rak N poqrm and m-aTe viaU an nd to Ee weulnNd m a qarantr a renmd�r by Ihe fnqLws ol IM Conlrocler'� con4alud r�L�. S 1M eantraeta 6 rppm�iWt fa al mard�ation d doci�ig d motaida 1M emlraeta daN eoadnab mth tlr mmr. ad Va1 Rewls MabpmMt �y s. o�. (�) ...� �oca ss ..p�rea �o. a.r.ytiq xn.a�y. e.�nmo� c�«i v.a� �e co�,n�a iw e.Knmon�.. & Safdy B tla mporo�idy d IM Can4xtar. The Enqiwa 6 nd raepom�Lle (ar wfely i4 m. a aboul Ne projal ti't4 nor fa ea�qiaiee by 1M aPProP�e P�Y ��Y �QWafbm raktnq U101010. s. sow wtYy h uy a. onw. ed m. �onir«►or mwt oomy m. son. Enqin..r oee ca cnqinnr el .eMA,A,y. 10. 1M contrata dall Wn� dl appopAate Oroeaulkm to iqn�feanBY rcdir.v mY On►atid PoNdion eamd by Iw� aliidtia. iididLq vehiek �ueig, �toruqe d rerti:an a� dwnieds, .tc nu eon4«�or .Adl nw. Nw�'ra pr«.euna �a nrnainy potadid Pow1o�. ana now idrdif'wa .pa pnwnson ma �.qan.. procWura pior b mY athiWa d IM proJact �ite. a 11. q anY 9ramdro�M N�anlw�d Mw� IM eantraeta Niap eoMael NpN» EnqGwwNg, Ine. and IM ProjM CeolWwikd Enqinw Ym�edalNp. 12 The wNrotta dal mdntain ai�tin9 droiioq� el�u�rh. euMrta and appurtaiaiep durfnq eaatruttim a n�wry b prdal rood� and prapMy. ia c��na .na �.�. w�rwa� a.�.e�a b m. .a�«« d m. �. 14. Cadact P�alc Lpd CawKmb la dda d iteld wrwy. IS Caitreetot �hd minhJx� 4oelunq dl o!f-ail� and mb ad'pcw�t �eoda CaMrxtw �hd h� rapmdb4 !o elwi6i9 W u^Y olf-dt� 4oc4ad ad lo IM wlidoetion d 1M Oarr and To�n d Vd. 10. WpMamw�f/nqir a/ a�tin9 hord�eaM a lu� fwtuu �tuEd durLp tM rdoeatian d utWUn ahdl b� eaor8no4d rMb Todd GoiAd'rq. VRDC. ,7. Raf« to wm.. .p�looUan. and qpt.dwJed �rnnnaWotias (a ampalkn nqu4.m�M. and n�m�m.ndatlaro. 20. - R b tlr CanUxla'� rapa�liRy b eoadmb amin�NOn �lh all ��doa udSly oanqrip and to how d�ork dar by IM Con4aela appraad ad a�ptM EY wM �apKtiw ddo� ulihr oanppq• z�. rn. eo�oe�a rw� n�r a�e/a npao. o�r a�y ,.,a,�e�,y,.. u+Yw «.�wq �wu.. aed.e.e q, �o�cw� w n�. .o�moeno� d n�. f,�yxr.r ��»��. 23. Cadroda tAa1 ahldn d hir aipaw d prmTs and Y�eUaq rlid� an aeawry b pMam tM piapaM wak _ 2�. A1 eaWn¢aoo rw1 ead«m m m�x�dpd a dtdrla dmdard� und �p.dlimtiom one e. wnJ�et ►o e�InKuon abxmtion bp nMfr nvrpaluWp• Copip a�epd a�a man aama � e. on�.a e� nu ca�rou�. 26. TM Cadrx9or tld piovid� a1 igMa, sgns. hmiwdy, Ilog�n�n. a aMer darices nawwry b porid� lor puhic �ofehr in «�m�e. .an m. �� Ymd m Urifarm Laffie Con4d ONieM a a nq'w�d bp IM Taw� d Vai. iM Co�raebr h b provid� o hdfie Canlral Plm lo IM Taw� d Vd and ��caw apprevd o( 1M pla� pia to tlr �amnrneanwt d aq eauUuelion xUwlin �hin IM rood rigM-d-vq. 27. Cadraala �haM mta� and/a nploe� d dldwMd bM�eaping and tod lo a wn6Uai pud b a MHa qian tM pn-eaabuelkn da4 ad to IM wNdoction ot tlr owrr. O � AGEliCY REV[EI/ ISSUL � � , 4-Ih05 N01' !'OR CON3TRUCTION EOWAIqS BU91E� fZpiElt P.0. BO% i7 �3 OF 3/ %1 � mw,wos. caw�oo su.0 � 70 93{-�57] /A% I97� 11M]]!0 I��J� � �'`�"� 2� 8 Z • APPR�VED �' Community Development Department ,�y�� OF �� Buiiding Safety and Inspection Services lV Sectio� _,_� ,...._ln a�rnational Building Codellntemationai Reside�tial Code 4'u'�dity c� permit The issuance orgrandng of a permit shall not b� c:;:��:':: wd to be a permit for, o� an approval of, any violation of any cf i; _�.: �visions of this code or of arry othe� ordinance of the jurisdicUc�, Permits presuming to give atdhor�y to violate or cancet the provisions ef this code or othe� or�r�nce8 d itre � s� �� val�d. The issuance of a pem�besed on �� other data shall not prever►t the buildin9 o1�i irom r�e�d�n9 �e coRection of erro�s in the constructlon doaur�s and o�etdata.'me buiidin9 official is also autllodzed to preveM oax�panc.y ot use af $ shucture where in violation of this code or ot arry olher0�ditmnces o� mts�.sdic�on. G� �� D �' '23'DS� PLANS EXAMINER: . 1 V n11 Town of Vail OFFICE COPY � .� � 75 South Frontage Road • Yail, Colorado 81657 • 970-479-2107/F�LY970-479 2157 • www.vailgov.com � « RECYCLED PAPBR � � ? � W �.� a � � a � 8 � m a . ,� i� �--�-A �� o.G.�►�� .� �:�� R�g-3l.naa t.il4 HrcSse[�am21 n � SECTION A A 1. l0.oror�4i�UA�bb'-1�ia�-lner. (6aann�t�Id�e�o�oali�s6tano�m•t.�a�lnee�ao-ISOycfor 16��v� ounaab.Vll�limqraiwbe ooaante�oed ot�ULClwdfkdGesce.�Bladr�•.Macdl�aalopaim6u S ia (1�7mmJ See G�tasbelqocb (CAZ'l') wd kt�� ade Udb (i�i'h � ta �e k"Re 14sdse�o�x�h�ux�rLa u.v±+ oEtn�i�- Floocm+9'� beoon:aucad of amytoJa 4 �. p5�mo� �hiakLlt. ��6o11oa�aon!'ne� G��d�'• 1. '�drra/blMetr�b—Unenc�uMWUepI� aao�ti[�oueoartrs■dwi�fnq,a�ia�wi�hsmmt/4io.(6a►aA).mol.r�ax 6ecraesp�'peacm�u�lmdpadp6�oF y�i �mi�,Y�aecao��ito�be�ipd�y�lppoeeeda�baha�afd�e!(aorarw�all Lepnbty. The folloan'� eypee �d d�e1 ot�� p� ar000dal�s mq be+red: A. lMq�M �"� �L7 �w—f QaR l�o. (102,oruj d'uas►(ar mllee) Bah�J� 40 �olid con oc oell�rmne PVC pi�e i6r � In clowd (pivoe�a a s��J a�(�n.'�"�s or ve� piph+t �a+� g, �1{li i�Ta�s�ie C«��+—Nan� 4 iR poa �n) di�m (a etn�tlrr) 9d��lt 4o fi►c certdadclnanqed in acoaN•vice . ariA�A�tids�4T a�[me N�ond Elee�ial CoA� (NAPA Na 70� C� �hd�►rb��w<C��1Nr—Nao��ioy(142h1�++)A�+(ar�enikr��Rl3.lCPVCpipefcruain do�ed(procma�DP4�P�� Nan4�. 01 di�m�(a�Sel�nie�0io16deowaoc�rA�mc+e ia, A�k�ih�erBdadiaa8�q�(A��1�aw�ed(dn�w�cav�P�p"r=lyN�u' e1$s p�s ib�au iv� dowd �proewe ar a�pptr) � a in. (�ca wru) a�.w f�+�� so6e�J. �10 �RP1P p� !b� �� a ��1�ha�l�tT�1�' cbsed{q�ooewa�orve�ea(dan.ti�eaart� �c10y'a°�',malle�eD�ttf,«naoaA�n.(�o2nt�n}di�a�ta F. � �'V� �Jpe—ldaa+ 2 ia. (5 i taNlle� SDA 3�23 P'WT' p�a fot+ors h elmeA (penea� aaapp�y) or vw�d (�.in,arsts oe va� P�P�B � 3. �apDeNee�R7a�—oaltaeobsia�llCdia�naWithtl+eoccon�lyl�insbnuioni�voqoW.00Ur�l�De iroo�lsdand l�odmd uoand �q wd �aRSd bmdasidsoflloorae oebofi sldwof�lftiai�t 3M f7NnP�stAachorSitaptor� 1141a (6mm)dlwoib)m�b► I-1/2iaC�8 s�aao�l��+0�°°�mo0�°�•iiheeeel�smdmia 1-1/�4la {3�� dla�a ebd 6�da�.wd►�e. M'�a e�tru►� tlaw oetan oaw6c+c � a a� 6oln, �tml�ic�lb►1oc� ibrnow �.ln. (Sl sn�+) ,�'am (�tid M�alla�.uan3 ia (76 mm� dlnn adnom 4 i� (104 nu�) � P�•� 9�bICOMI'ANX—tA�aPPA 15,�.0,3Aoa�4A 4. FW,\+roidorC.v�ryill.t.�1.4'—Gn114s.rtml�l�t!!r(Ov�NolBb�q*►A)^I�mU4im(6mm�}�tiolaaeeia�a■nOcapnqy�ppl3ad �biq �mnntv�pooe, f1uB� �►lth o�P abotoom otiboc m aw aR bo� dde+otwoo. A[CO�lAhY—C? 951111�F, TC 1SWRFbc��-150* aatll4 P8'9� WT nalmc arb�+�c p�Y � ��.�� p�,�N��c� 800rwanbHe�,e�mlutlxidt�3�ooa)��aimaro�wlmc �Ibe �� . : -,-- . ^�.. 1M's w�.d•�+d d �Inw+ MY �M ih het� 14�i�Ici�vai �M 1001 �Wa1 d d►1 ��-�..� eus�p�,.m��Y �—.r,--•��: �i�Lf, : ��a; . �s�.� �.; i=�. ..,; . • . . ' . . � . � �. �..'::a. � �j�� ly•i:. , ., , _ . b0 3Jt�d l�1Nfl0�QTW 0L5Z9Z66L6 ��. , ._ ..•�.i , •1 A' tb�b0 500Z/5T/E9 � �--,-A � �--.-A S�rsteaa No. c-AJ�� 4 p�-3iae T Raai��-31� ,� n u SECT�ON .A,-A, t, a�eorora+f�tAs.�-1��1n�-lnio,(1.14,00��0rckssia�l��,ro�r�awwe��l+e(loo-lsopeforlsoo-z4Flol�im� 000asr� 1VIU �ap�abo byoaoe�dotaq�ULGwlflcd�r�.Hlocb'- Flaer+er! �o be oanrauoledof�y„dn 6te. (132tm11) I�IcU►. �A�*�l�t Conaf'�e V�b''. [�ts+e dNra uEop�oi�� is S ip, (127 am�� 6a CwwoeDbdu (CJ1Zl'jaadNe�t C�netee� �CFM � ia 1h.Fu=��Y �� lA�. �(op+'� She�n) Noa� s io. tts?,nm) d.m (er an.itier) S�6�e 10 {oe6enrie� at•ei dea+�e eo�t a proumd wdl ,'E, a7rrw ji �peq'A�e�—Ow ooiqnealik p�i• o[ eoo�it m ite oeeused�vi�fiiq np�rrimi.� a noM 1/4 i�1. (6RItd) ap�o� �aa betlll�f��oreat�duitandp�i�pbQ7d ��aaaadoitbobo�lgidlyaupparbdaoboihridosotlhe8oe�ota�ll �'(jq�idpC�MdSb!!bf 6�W��%�OttlN� A. P�DI C�brlde �'VLi'�IP—Nom 4 io. (1a2 mm) dl�a (a a�) 8rha�le �O,olid oore a�eon PVC pipe fice � Ia alo�ed�� aeuppy�orwma�a, �orr�prp�8�l+� B. B1�Nwaos.�ieCNirk+►—Nan4m.(109.�o+oa�di�an(e�'�eaMa�i�40PVCeondnitb�lkd'm� vrf�lle4v�e 347 o�4e N�tim�l8k�trial Cod� QNPA 4�. (�� mn (or ro�0ar) SAR133 CPVC �ps 16rnoe io G C�lw��hyt��i'�'��" � cloaod(pn�r or�ypb') P�� D� ��,1�� N�i �P �Nan 4 i�o. (1o2nwn) 4ieeA (Q �v) 3ebedule ao salid eore ot oelMkr mre AB,�c�ia�lof�d oraQpE!)a'r°�°di�rau�eorveotiP�P�� a� ��CR'�9X��Nmt41a(ta2�dlaia(ar�ao�lla�sct�ol6�OFR�pdpefarwem elomed (procea or ar� (dn1o.� �� °f`,�11.�) 9�1Bt f� 1,.� u�.� ��. (lo� min) dl� (.r p �1'+�0'1� f�'�1�' aveaeed.(dcrio.arleorVwtt)p�aBs��- ooalle.�SpR33.3PWF ' ibrnsalncJod(pe+oee�a'a�ply� 3� DAk�—CoIIwc—Col�tbo be f+�alt+dls acaoidsoct.ri8► 9� �oo�npn�nB ��I�• Colltta7 M �oavdle+e6.drv.�d�ipeud�s�3b.e�a�af9eoearaoboW�ofw�Owii013AS1A0�Fac�efiaR' orwith 1/A �. (6'�dW+by�ln ►-,nm.p! Run�tona �1 � �� ona�l��daatr.ndmw 1-��4io. p�,�►) d�aa�osl knduworhen.l�6o.afewR qaesafvu�rnehot � ar webarbotm, �y�hu�!!! loabd.fo�rnaa2 �n. (5l mm) diw (�od�.nom 3 in. (76moj dipl►a+dAam 4�O. (f01 ��myiqe+�seq�elX 9AI C�p'/II�IY—tllEi� PPD IS�ZO, 3A �od f:0 �. �,1�iie aa� Cwlop MMs�" —t�y 9�t or �ulb(Oplione4Na8�Aam►) ^Min 1!1 to� (6 rrmt) �iawe of aa� applty qpplied�a �tipoa. �l+ar� top abodoro ol'�oaran aneoebo�h aidesof w�IL �DICOM!'A1yX—Q�11*�SC139VB.PI�s'Qwn-A54� r.o.1k,F8a000WTwIw�orl�+8eoc�M�g►. 5. ��bid 4t CaA�►�br�a1�' — 6�1� (�p4��,Na 3ho�m)—Fot �oor manbliaz. �min 1� kn. (13 m�v►i � ofadasi� mqrbea�pl�iod�aiel�nnl�t�tl�ehwi�►bPe�°° ofsoaea m CO�Y-1'I#-t000N6 aorFB 3000 Wt � dle La. L1�fia6oa Medcia� �-�Berina t!� tJL LiWn�M�dc 1b1�■awd.r�md�d�i ie q00f� �� Q Fin A�Awa i��m�css�r�•�.�!'J��.-.-.-..--....�.____ _.. ,_-�T..�.�w,�`v• � ; ;°, � • . -::'t��an ! ' .ii�� ' L� ..1: �•. ' � : 1'�r. �'t�.', .�.'��.i 1 y'.. . � � _ � . .�i� r . � s� . . •• . . .. . �0 3Jdd J�1Nf10�QTW 9L9T9Z60L6 N � Q t � ro � � m � � N d7 .� t/i � � u �. � : � w . .. ,�.;� .. � Tb�bO 900Z/9I/E0 � T � m S � � � _ 0 � � N � O N � A� N �....�.�� i i I � 'O � � . .a: Y� r �'� . .� I i 3� -�� -�:� �� i � A �� Syateioo No, W-L-Z29A 7ar.e'd0�2 F R.�ti�Se -1 dc 2({x �See Iteto 7' Ratiry=- 0 Hr • Section a-a I. Wa0l�een�bly -The 1 or 2 hr f't��tecad p�Dram Mard'stud w�ll ueernbh; shall be conctructcdoflhomMter�a!s ��d in �e mau�a de�ibeC ip the Individ�►11300 or U400 Serie. R►�I1 or �artilio� Deagn in q� U.L �ire Resisance Dlreeeo�r md ahaU Includ� d�e fo�lowieig oao�tcu.tion feee�uw: A. $luds- Wali ir�ming mey conein ot ei�Aer wuai isods a sa�l channet seuda. wAOd cduls o0 ooe�ise of noro T byd in. lamber soacs� 16 �n OC. Soeel s:ud� a, be min 3-I ll la. wido �pa�:ed m� 21 in. OC. e. Qvu��nR 19o�rd' �'fhe 4YDSv1n boud typ�: d��dcne�l� e�mbe� of la,�ore, hs�enert,rpe ur� si+oes orisns�ticn shnli be.� apee�fl:d n�d�a ir.dinridua! U300 ot lJaOD Se;iss Dedgt! in �he U[: Fne Rai�rmoe Avec�ory. lWex �� oPvP��n6l� 3•J!1 in. 'Xh� ltoar�v F Rati!eg ot �h� flt'asmp ry�ien y rq��l ts tba hourl}� �!re Katia� v[ tnc wall a�w►nbh' in wl�ich it i� tae Wled. t. Tb�n�t!► Pmeirana - Oae ovnmet�l.ic plpe o( eOCtduit msh:lo� aacenctfe�lly a ouncmtriealh� wafiin upaning. Aanular sptee F,etr�ee� ysA.aanc ernf peripb�ty of o�enlog �o �t mie a nt (pa!M coceaoq oo max �• :la +n. Ycnetram ro oc ng,e►Y �ad cm eaD slaex otvw�L 7xe folbwini hP� �d size� oipenetryuus m.y be wed: A. 1o1��'i�pl CbloddR (PYC� Tlpe -Nom 2 i,�. diam !or �nill�) Schedula d4 sol:d cors �+' eelluler cos� �i C pipe for tue in eloeed (p�ocr.eaer;up�y) nr var•�ed (drain. wLSle or Jr.:la OlDln= s!'sWn. B, G'A�lo!'inated polyv{Nyi Chlaridc (CP�'Cy Pips - n0�n : in. dit�m {p� xtns11e�15DRt3.1 CPVC pip� tbr use it1 e(OSSd (procxy� or iupPFy) �ipinq s�.a�ns. C �t1yd Ns�ua,se�pie CenduN+-Nan2 i». diem ;oi sr►u!ta) 3che,�ul. i0 P�C cond�iit ina�alled in •acs�cdtr.oa �eithF,rtiek $�7 of t�e Natio�l �Iacnical Wde (NFPA l�o.'iU). 'o Q Ae�ryl�t�lk l�nlodNtie 8lrerne fAHS) rips-;Voir )-1,� iti. �iy:s (or ueolle� Schaluk�f0 anlld eon ot ceUular, core !►BS pipe for �tc �a ebxd (proeeaa or suppt7r) w tirnted (�:�in, wasar or vent; ripinQ sYeums• ' B. Eleurkal;Y�I�ta1Mi:'lh41n��.^1'�}h-t`iwni-7141ndlam(ozwnehar}'c�'2,`['inatal!�1�n�ewrds*wswith.VUC1a331oC�k�NaK�xio) . Elecnieol Code (NFP� No, 70), 5ee Ti kstrial 1Voamaallic'Ii:bir.�e (FE;EtI� cero�orv in :i�e ElcarieaF C�.Quuctio�: Mued�l,• Dita:l�y for nunes of marw:acw�cs. !. 1?;tt,uMa orCw:+y Me1rr1�1• •• C�uIY - �bn ti8 fn. �1lnlenrvs �1 e�upc s�tPliexl whhin �s�ulu:t, o�h w��r. b� �rt� or xa�i. Mia 1M in, dMm berd of ewik.pplied p gyp�m 6wtd/per�m inatface ac poin+ eon�► loc�ttia� or► both �iCal of �w11. Mh�naola 11�inln� � A�. Ca - IC i SW8 +�esring tt� UL �eadCacat{c� Muking . +�a�o�g tll� L'L Liatjeg Mark 'hk matwlol�t e�hoct�d br 7N i�n P�ale�lion P�aaucn Irom ih� 'M0� eJifiQn of IA� UL Rn A�Woau Direcla i•� , fd�syu1('y��,,7� i.r.en�k;;a !" u1Mw�n;•• Y:•�17;a �ri�flTL^A.'."u••S:"a: �: • �" 'i !^,;-�.�'::::L:.�ain .f:�,':��%� v••r• �' ryy��1q� nq��',�r Y,�TK,",ii� Ff : � .�R^�i��•�: ,;i .�jx� '•g.:•. ur.n.�::.� . �:i< �.I�i..i#Y�� ,!��„y��`..5.�_•;:;tl.:.�:�."i::«;�: ci . +: •�•I.: r... i.:• 00 ,.�%r�` • G►EIo�'H►viac.�'fafom�'o'r1*o.p0-34`=t�6T.•:. 60 3Jt�d l�1Nf10�QTW 0L5T9z60L6 95�T0 900Z/5Z/E6 � ..•�. � • 3yat�m No. C-AJ 2s78 � luoeZ002 pRas�g-2lir 'tRatia;—OH! .� �A Section A A Floor orwanAsunawy —Mio �an lo. ehldc se�tb� tsy�tapst�hc oraatm�� va�sbi (loo-lso pa) ooname. F1oa �nbJ�►nr�r alm ba conMtcted ofany�oio 6 iv�.9oek VL �tulfl� bollow�asA•c�st Canot'd� vtdb". Wi11 maq► aiso be owson�ceed ofuo� C1L Clwifisd Conctace�bClo'.l�uc disfi aia�eoiagS b�. . �ptl (�,OQ�l�bCk{ �(.�� 60d i�ldf�il CODtkOm � �� C0:lQ01b[ �1 �A�`'�� Iil(�Lj► �i �lD� Ofl'llalUi�S�C[R. 9ted BM�re (Opdaeal)—No�m 5 ia, dieQn (as �Mlla) $chcaule ] 0(a�h�avirt) a�o1 �eevn aat os g�out�d 'moo iloar or.reA �embly. Stal akeur tmy bs iA1t11ied fluch ormry p�cged maK � 1ia� 1�l�d Ibe floa orw�ll �safAal� Th�vusb Pr�draote—One or more aoamet�llic pipa, oopd+elcl aT �ubes msWka emoe�btieNh a aoac�alaUy a,chm opmm�.,�nqut�r �p�es bem�a p�n �dp�dpb�ty pfopaiia� ot �ieavs tbtU bemin a� V4 ia. to ma 2 ia� Tbs �eo bs�reaa p� 96�U 6e�in of �/4 ID. to mmt 2 In. Pme�nts tobe ri�dhr �+PPq� aa 60� ade� oifloaa o� wdl ummhl�r.'I'be tblla�win� typa pad �a alpeneu�uok meD' bs � a�� ritls (PVGj p{p.—rmm t-tn in dims cor a�� s�hedala eo mua core pvc plp. ibr�e ie oloka cP� ��r� orvenE�d (deoto, w�ste ar veuti i�Pa►6 �� B. R��d No�c Cen�uMr—Nao 1-I(� ia dlua (or ap�sila) ScJ�ediile 40 PVC ao�rt im�aUod m�ca�debCS wiq� Article 347 �f thsN�utiatai HerAlqlOoee ii�FpA No. 70), . C, CWotinrl�d POlyvl�yl C6lotide (C�'VC� Piy�—AT� 1-1 i1 m. di�d'� (ol' 1�tla� 8D�t13.5 (�VC pipe for use ia olasd (pmerss ar NPV1!►) P�P�i aYot+e�n�. D. CtOplial� ��ril.ae A'8�X1 Z1i0ta$—Nam 1 in. diam (0! aneqeq SDR 9 PEyc mDia¢ fbr we ln cla�ed (p�oa�s orwppqry as vaffsd (d�n„ q�ete or v�nti P�P�B � Ft►w�top 6�eea� —1]�e dnuU of �hc flreaop ry+aam �ba1t be as followx A. puwnQl��erul-b�ln3 h�. �Ic9axss ofmin 4 pdmluec�] wuW I,au In�uLdon?lem1Y P�QDi� jjj1° c+l�uin� as a patmonau Lana. Y�io6 mi�iel to beree�d flrom O�D �fue of floo� or eoy edoe of �leev�e ar fmmboth &�cfims aF�wil orborh erds of �e as rapMed t� a�oaoibe �. t�equir�d d�ialmetr of fill mr�rlal. Ia tloa�s coasm�cted othoDaw�eere coacrebe, Paokini trut�tlrt �c b� tecssud II�arO WD aid � anf� o!'iloor ar slee�e �s rWmrad m ��oscoao�e the reqnl�ed dt��laua� ot£f11 maaalal. 8. F�il,�tald or Cavin►MabN�lt" —Qw1k-1� 1/2 ia lbiolme�t of ��PP'� wi�in dM #n1u1u�, lloeh w�ith a►p n�i.ce of 9oor or ap dpot,l�e arwSm bot'hsnrtem� ofw�tll arbodt e�ds a�da�ve�. Iall000re �d ofLoAaw•oo�+caocteoe, mia 1l1 in. �folmeq of+�llc �pplied widmi �e �nuhu. i'knl► antD tcp tod bot�aa� s� afllootor sbe�+�s. Mia U4 in. diam bdd of coullc �pplieE oo she pa�e4�uVoos�wtatin or pimeoaa�aeeYe;nevAee �e d�a pnine mrwetlorJlion oo Fl� f�p � of 9oor orboEs „xAeeo efwn orbellow oo[a ceneeela. Minna�h Mlaina � Mi& Co.— IC 15W9 •Beariug tAo UL q�lu�don M�tleln� . + $e2tic�q thE L1L Liitiu� Mad: LT 39tld JllhglO�QTW 0L5T9Z60L6 E9�ti9 500Z/5T/E0 �� J � A 3 2 �--A �ysbam Na F-E-Z012 Juo�e 200Z F R�las — l Hr TB+�s— a ka* . Sectfon A-�1 t. Floo�ee�A«u�Y—�'e t� f� rd�aoua�e �oa.l�ea ja�t P�oar i:a�in� �anbo►o6Ut ae cam�auovd oPU.es�erw. md f� dx m�deslxtbe� In tbe indivld+�l C�300 9aries Derlitt M dte UL Pits RdfM�aoe flce�eotl� at �sed below: p, �loodn�—Norp�il a C.ishhrd�t oomoiam M�fi� no �bs it�vidw14S00 9r►iee Dedge►. Max dima Qtopaoin6 i� Z�a B. Jo3�r— Sa�l jos� a So�du�l St4W Msmoa�" as �eat�ed m�e �l�r.► asoo S«� �s� C. (�y�pp Do�ed* —M+�► Sl8 i�. tldek, �� s e� �if i�d'm1Ma Indivi�l tiS� 3mie� D�iso. Max dloa of opeoing �S Z!n. 1. C�aMelr�Pob"N14�leN(�'IbOM�—ooepantlu.�(ocmn��hdwo��6�°e wPP��'�"b^'.� insalkdeonoamlal�aaoom�Y oo hWl1 ddcaofaocl►�eila�. p.iphayotopam�gm wmin 0 �n. (pomt000l�tlm►oa� �tin. �b�asb �r�h � _. �.�idd er ca.I� 1►r.u�aL• —Cw6� —l�0 3iF� 9a 9aolae�es of atalk eppliod wi�ia mW1us, l�uh a�k toP �afice of floor. I►�tl S� in.f�da�ico�es dwo�ik mDPikdwlthfn �t*►tNThwlthboaan aafiosaPcr�pq�. F'�ia t�4 p�. elt�n�baivfwuU�eppN.d spointooN►alocrdm�s �t�eorb�tQl�e o� ooP �� of floa�endatnibi�kal'a��nart�ct �fA�1�iB90�'Al�G �1►�C� CO.—TC t3WB �g0�1TL(�ifk�cdoa�B � 0 � m � t � 0 � t � � .� N 00 N m c � � � c �T. d E W � � �o 0 � '�•� 71�b arkrhl,.s an�ad Iry 3M Fn har.el� hei.a� fie� � 7oni.:te� eF IA� ULRr� t�fblMq OI�K ��i�i p M+ti7; 1».�M :L J�.�� ,m� ••I, �Y4�.:�� t ' � '..f'r..��. 6r F,�,• .s~ �::' .: . 1 �� '��l�_,�.� �� + .i... • , 4�►• . ' ' � � ' •��'• �i1�:. .i/- •_3. � . . ".� r.'i= . . , :Y7�� •. .. . , . ... .:7.'..t••: � � � f. � .i. . . � � . . 80 3Jtid • J�1Nf10�QtW 0L5t9Z60t6 Tb �b0 500Z/5T/£0 � �p C a T , � cr. 0 � �� N � � � � GL O�i � S 0 � n � t� A 3 2 A � Sy�tem Na �'-�-1Q�3 ,. • lunezo0d P R�Nng-1 i�' � �'Reaia�—OHt Seotlon A•A 7'he t hrfieer�aee� aaasme�;outP�ooticm,iepa.�ee�bl!► �I��e aa�h�tc� �t�e a�.bat� t, amd tbom'�na�p►erA�bpl � ihe hdividwl OS00 5etiaDaiyn ia tM UL F'irc R,eei�ncs DIe�Cta'K �s smnm�tlzod beU�v: a. sMorat—rb�n�l or�,l�Mv�a�t* a�a� a epa+nea �a n� manr��ui asoo s�u.w �.is�. M•x a�^ "��'�'�'s is 3,UZ fn. �. Jeitb— Seecl joieb vr 9traebad 91ae1 Mw6ars' �e �pe�iod in tbe a�div:dud G500 Satas Ded�,n. C, I�rpruaiao�d• —Mi�� ki. d,id�, xao�dwd �o f�ar�el�eh a9 �fi�l tn d� 6td(vid�mt (�00 S�ai■e DasiB+. id� Mc� diap� v!'opeu� w 3-1l� ia. aai R. 7'6�uo�Rl�*n� —Oaa na�io ptpe or c.ondu': NalLed ax�urlcid�r aoonca�ialb wid�ic op�nif�.,�al�r s� a.iL� �,pa�.a� ,.epaiphan�o0mtnao�b�mwoh�.c�O� �m,�c�a/8m.roo�n�abssl�,•�oaou6od► w cide�al�ll.The��i�o+�6 bl�+�od� of p� RW' A. Pe�vl�l Cmarid� R'��1 �~�° 1 in. �un (or sro�ll�e�j Sctoed�lee0 �olld eore a� cellulst co�e PVC pip �r u�e b e1o�a! (paoore/ or �) ar �rnad (bttnr ar�a al'1ron� PiP� � a Chtori��ea PMly�l �M� (L'p'r� �—i�la^ 2 in rlirn, (orsnrue� 9vRt ss cl'� P�P" for us. ie etosea (a�oe�b�►s cr�pP1Y)�:+Y'aan, � 3g;� N N�� •�+� ��am� aoxJl�) Soha�►k 40 PVC cvn�it ia�J1a1 fn �oeo�daa�ewith Miale v ��ae�»u►as��a�.-r��-�nm,a�►e��a�a��as pq�e fat ae +n elo�ed (p�oea. a�,�,1r) or••n� ed�ia wa.ee as•�atl wP�+�°� 3, 1ou.'Wldorr..�M�1ai�lc•—Cw�c—Idip3/4u�diiel4�uafcntilt�li�adw�hiri�h�a,flndl�►mP=ul�lteofibo' d 1�in s/6 ia thkimea otc�nNupplied w1dd+► �undl�e, fiuhwt�h botsom �faee atae�w�. t�a t�e �n. eua4 ba.d or�.p�lt�a u pohK oottelaloc�ione �t Peaaaad'floo� inarF� aa tap �IaflCe of�oOr tnd u p��B �C� �(fTA M�111'(G 1� MFG. CO.— tC 15W8 •He�rin� �e [1[. C1q�iflo� M�g • r� i • .!1 . ' . ��-f_. .. a lU's mela�d � ndr�ded 6!r 911.E'.e Prae�o■ Ptd�ls iro� i� ?,ODY M� ��rwr � �I a', • �^�;�a r. - :.�r:<� . .�T�'[S�'�1.'.,� . . ... �.� . .. . . I � 60 3Jtid l�1Nf10�QtW 9L5T9Z69L6 ��,; :�-,..,•.,; , � , !. iti:ve 500Z/5I/E0 .� aJ •,�; Fii�lL'�I -- • —0I 3�Jtld � Sy�tem No. F Ed005 • J�ma100Z Fitados- i Hr �r�—a�►��aar�c�z�3� A I A Section A�4 1�leorremngAs�pbN—The � br rire rakdoanonets ooa peel�oletFloo��s�►�� oonsa+�c�edrif dN �amerisu ene �� m�aa� daoonb.d �t tb�e i�visual l�S00 9.ries Deqg► iq � uT. Fim R� D�K p�°�b6�' A�—N� a�,{��e u epac119ed ia the � 0540 Se�sDai�. Irt�oc dron a�opmio� it a in. B. J�aMr—��"°��ilseP°e�tkdia�y � �lnd�vf�udQ5003e�k�D�. G�'!P� 1�'rd"—bIM 3/A ia ddDkr l�1P�d � Ma�c mdn orape� i� a ia. 17r�v�/h�—Os•n�PP��o�'��Sal1m'bNrN+�1p'�in�wlledoa �� op�g, �eteo ba r�)ly eqrpoee�i an 6aB� ddee ot9oo�B� Ta' �� +�,. ��NRt1��dIYO(of��i�3(OfM�1ll�fll�� H. hcntfpe�Nau4ia�m{osseufl�aatOrd�tikicaap� C, �bppr'�1�q—NAn � m• df�n (a un�r)'Ijr�ps L{a fi�) �Ppa � A r�PP�'�—Nan4m.d�n(aean]ar)R�(aUer►►e�}vapp�ryba ��r•.p�ecdaeeinQa+�Nd►drt�h° � �b�ui Pi000o�8�0�'1�Y�oD�6 duA6emiu 0 ia ��Im m�t 7I8 ia.1Le �B�YP� �P�P° °°� d�oll� e A, RlpeCoM�'b�'—rroa►t-Uab.mldc(hoM�►��i•�m�� "�°�'�i"`le�6eaoaqw �se.�a'��q►dl �vloe j� La�dinll� �� meoal flt�eaes� or fa�oq►+PP� �� Trm�ae Jo�s meW t'i�1a�e:e orwltA bu11 Vpe �pNed� tbe p�uor. far a�Raa of �aa�a+f.d�►�+e• g� p� �p,q�;� C1o.eele}�ral�V (BRC:U) akO��Y in tl�e Huild�ag� Di��7 wlm a i�1�me tlpre�d t000�c ,y�� p�.+� m�e�w,neo��a�.bc,r„ tperat�,t�d e.� me Lr�. Cl.�drk�tlo� � �� , of25 or lees sud a 8moloe De�lope��ot30 ar lmma5►beus�d. 8. fi� �else,�4�ek+t—i�o 3/4 �. dfd�k ialaai ��p°� cblo�ld° (A�IRVC? �exibk �uon iluni�6ed la me uoem ola�h�. Dl�ap�fr �uma oftrun�f�enua�l. A�y � �,� (Q�) e�OSy inthsPtaodn Reco� C� Co�oqehk�+eia�onm�i�! m�On6�.�bo'° ��00saod'hsr[n6sUi.9A Plmuomeb�4' C�'�fi� ol9y3A �b.aaa. TRM�IsiS��aa� i�'Utudl i�.l�k�wlfb�r�aia.x B��iA�r�r�l•a�mi� Ma ��r 1�.11ad�. �' Ra� v3N �Irrsr so�.9/� 1..nua��ueLent.do..TR�r�,1� o ar�ra�ee ip�l�dea�l�sa.nworo s/4h►.tY�. L Fm�vWi1 or CaYla 1lttleri�t+'— Cn1c—I�'itt �►� ia Wiob� �'� �withio �.9wih►� mp � aFAoa. 1� �18 im. d�iolm�s af adk �DP�� $1°h wi� beeoota s��w o1'� � iµ +�. uiou Daa ot�ullc applied.e �� ,�� a�r�ambp w�badoffloar�od a�pipe �°'��' �gp?A�BN�IG i 11�G. C�. —iC IiWH ��i� AN Uf. d�esiAaitlo� Mf r1c� +�erriag tbe UL �k�� .Q m � � s � 0 �. � � N O O O � � � 8 � � w � � 1Ms �awld re �naceri rY �M F�►rd�d�o� he�h (►•e� 1hi X� �Nn ol d� UL Rn 1akl�e Dhed� ' . '��- �;:;_�aar� �:1'.ii='i: i;4_.'_' e'.i:r r �. _e �y q � ;_ . ky:v� ��n�i�( � ,j'c?.°$!�� ":.�' , . .;�_ p�� . �°�,�.• • "I•r' ": • ' :t . • ' . � � . . . , �� .._._.---.h1Nfl0�QTW ---•----0L5Z9Z60L6_ _I1t:1�0..500Z15I/EGI � � �--A . • Sysbem►1�Io. �'-�-7005 , . �� rri.dn�.- t Hr T Reeprt�- I/4 Hr l� A Sa�don A-A �, �cai.r�—��aea�e.ma�ooa�oeema��o�r-�o�c�i+o��►�uueoo�a�oa�or�,�a.;.►. �mdfi me ma�cr ae�aib.e ladu mefv{dttel C�loo seria Ded� b�e v� �te &aleb�Dh�orl, �c �a belav: A. �U.e�sR-uaraa�l at�6�9� �►�" °i ��0a io d+e mdl�ria�l csoo seam uaip�. aK�c aVm ofope� ie 1 � uv. H. �aieb- 8eeei jo� vr Sonw�otd Seee1 A�eeobQe� �s �paif'�od in the hidivi�ul tl500 Sa&s �" C, 6yp� 8a�d' -l�qa SB In. �lah, e�armoh� w t�rrloB ch�anob u spadfledfo �o ind�l�+l C�0 Sai� Uoi�, Max dl�aoiopadnE � 1! lo. Z. HE�ei Aaet-Nocai 10 in. (��1�. ?'4 �(u�heavle�) e�od du� ao be I� a�a1' �b or �aiadh..)mta apbning.'C1�e �vro1r �p�ee between �� p �! be �rll be mM Q in. (paint oonmcq m ma 1 ia. Dn�t mbe Ce �i�r �uppoaed oa bofh �lde� areooe 'J• j�t 5i18 i�. �14� pfe,�u4clp�kd*w� �oe►oh� $�k �h b0lmlp ��t�$- � V � bEtd df �111k�i�Nld sc poin! eot�ac! ioatiaor rc d u d M a a r i� f m l Y w a► b P mfio° ofMoe ond a duWoell� IruorficG 11�iP�!'A11�ak11�C�.-IC 15WB •�esting �e U ,L q�ifir�tio� Melorag f � 0 �a �o � � � � 0 � � � � N O 0 O � � .� v _� .Q � W � � ti � � �..i i6b 1�oMtid �os wtdd�d 6� 8M Ft� h�ndleA Modu�b (nA i1710Ux �Nol1 � 1M Ul Hn Aalqom WrA�e�. , �:--- � : =r'. • .r ;- ! 1 .M4':•"� �'�J�� '�• �y' w .st,v��. i f yT m :i 'y�=a-� '+!r S'; 'i`1: ..,�'� ' �� :� I f. r4..:e: ifi " � . . ' . ' . . � .S.'l�..' . . � ._..� �. ' 141i,.. .•i i �T `•• - � • ' . . . . TT 3�d h1Nf10�QTW 9L5T9Z60L6 €5 �b0 500z/5T/E0 � � �--A . • Sysbem►1�Io. �'-�-7005 , . �� rri.dn�.- t Hr T Reeprt�- I/4 Hr l� A Sa�don A-A �, �cai.r�—��aea�e.ma�ooa�oeema��o�r-�o�c�i+o��►�uueoo�a�oa�or�,�a.;.►. �mdfi me ma�cr ae�aib.e ladu mefv{dttel C�loo seria Ded� b�e v� �te &aleb�Dh�orl, �c �a belav: A. �U.e�sR-uaraa�l at�6�9� �►�" °i ��0a io d+e mdl�ria�l csoo seam uaip�. aK�c aVm ofope� ie 1 � uv. H. �aieb- 8eeei jo� vr Sonw�otd Seee1 A�eeobQe� �s �paif'�od in the hidivi�ul tl500 Sa&s �" C, 6yp� 8a�d' -l�qa SB In. �lah, e�armoh� w t�rrloB ch�anob u spadfledfo �o ind�l�+l C�0 Sai� Uoi�, Max dl�aoiopadnE � 1! lo. Z. HE�ei Aaet-Nocai 10 in. (��1�. ?'4 �(u�heavle�) e�od du� ao be I� a�a1' �b or �aiadh..)mta apbning.'C1�e �vro1r �p�ee between �� p �! be �rll be mM Q in. (paint oonmcq m ma 1 ia. Dn�t mbe Ce �i�r �uppoaed oa bofh �lde� areooe 'J• j�t 5i18 i�. �14� pfe,�u4clp�kd*w� �oe►oh� $�k �h b0lmlp ��t�$- � V � bEtd df �111k�i�Nld sc poin! eot�ac! ioatiaor rc d u d M a a r i� f m l Y w a► b P mfio° ofMoe ond a duWoell� IruorficG 11�iP�!'A11�ak11�C�.-IC 15WB •�esting �e U ,L q�ifir�tio� Melorag f � 0 �a �o � � � � 0 � � � � N O 0 O � � .� v _� .Q � W � � ti � � �..i i6b 1�oMtid �os wtdd�d 6� 8M Ft� h�ndleA Modu�b (nA i1710Ux �Nol1 � 1M Ul Hn Aalqom WrA�e�. , �:--- � : =r'. • .r ;- ! 1 .M4':•"� �'�J�� '�• �y' w .st,v��. i f yT m :i 'y�=a-� '+!r S'; 'i`1: ..,�'� ' �� :� I f. r4..:e: ifi " � . . ' . ' . . � .S.'l�..' . . � ._..� �. ' 141i,.. .•i i �T `•• - � • ' . . . . TT 3�d h1Nf10�QTW 9L5T9Z60L6 €5 �b0 500z/5T/E0 . � � Fi�re Barrier IC 15`VVB Se�lant Product Data 1, producf Dsscription 3M'° �ire sanlar IC 16WB SselQnt is e�etex seo�ant deelgnea tor ��9e ea a one�art ttre, smoke, nox�oU9 qeg and water sealent. In adaition, the t,niqub intumascoM Droperly o( thls mdterial (expands when heated) means thet as 1he non- combuslibla p�pe, ceWe or plpe �nsuiaiion is �onsumed by Xre, �salaM expands 10 mah�tem the penetration �oi. IC 15WB seal�t features supe�o! ac�►eaorl strenpth, seelant rN1e and no-sa� application with Ut Classfied tl►e protectien systems plu� c� halagen-free lormula. 3�M Firo BarriK IC 15W8 Sealant can b� Insta!leC with a st5mdard eaulMn� gun, pnoumaC�e �umpir.g equtpment or ic can bo oaslly epptled wlth e putty kM�s or trou►sl. �ealsn� bonds ta plrpsum wall• boaM, concrele, metals, v�ood and c�ble �ecKet�Ig. No rni�dnq ie reqtlkAd. To01 Wilhirl o m'tnut9s of Applicador�, i� requlred, 31A�Ire Bal't'leT IC 1SWB Fe,tuwe . Water Bese: Easy cle�n �p. no speclal h�n��ing, roufine di3posal. � Intumesce�t: Expand9 when i1ealod to maln�aln eenl atound itams �vnsumad by fxe. • �ndothormic: Absorb3 heat 4rtet'gy, fAlsasas ch•mically bCUnd wate�. • Thlxotropic• W{�t not sag ar run in overhead or veril:ai appGcalions. • Nelogen-1ree. + Fast dty: Tack-tree in approri- .. mately 8 to t 2 minutes � 73"F (23°C). � pel�tab�e. Best resul�s obta�ned aiter 72 hour c•�re. • M�n�mal ahrinkstgg. • Yellow color. • weter sea�; Sesis ag9lnat inaclva►lent v:ater soiUs in the uneXpended �tate. � • Hiflh sAetartt rate: 2000 pimir�. witn Si4 ln. �6 m�n) noz�is. � pokri conta�t ailowed. • Conlin�aoub Opereting Tempe�'ature not to exCaed '20°F (4!i"C:). Se�'�S�p�F4 C 3� fl{,�, VG'ID OR Ca1Y1� 41ATEFL�ALS FOR UDt IN! T�pOUQM•►!roe'MI IW7 fp16STOP SYSYCN'J. 8!! UL D'AEvTORY VF �RUOUCiS �NMTIFIEO roR or,w�� rw u� flAe nes�s�r�oe p:Ae�roNr sa„a. 2. A�plicetions Usv to soa) blank open�n�s and penelrating iieme egetnst the paaaa�ge o1 tlame, no�doua gas, ymoice and waler. Neatorss Ti►e rated construcllon to ong4�ei Imegriry. 3. Physica! Propertiea u�� u�� Volum� Ctn. 10.1 . os. (0�4 �) Cenriaoa 'i s.2 cu. In. �2sa c� . omt � 20.0 fL OZ,10,b91) SausaOa 36.0 CU. fh. (591 cu. cm) 1 �7.D (l. oz. (o,7A �? carniaoe 4A.? cu, in, t:�e. cu. ��n� 1 4.:i g�llort (� r,u Ly pac 103J•0 ou. ir1. ( I�oa� o.+. c,n1 � 50 3Jdd J�1Nf10�QTW 6L5Z9Z60L6 95�Z0 500Z/9T/E0 :� •_ TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � DEPARTMENT OF COMMi;� DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: BOS-0010 Job Address: 452 E LIONSHEAD CR VAIL Status ...: ISSUED Location.......: 450 E LIONSHEAD CR Applied ..: 02/Ol/2005 Parcel No....: 2101Q6404030 Issued ...: 02/22/2005 Project No .: -�> �� y. fj� "% Expires ...: OS/21/2005 OWNER 450 BIIFFALO PROPERTI$S LLC 02/01/2005 Phone: PO BOX 331 BOULDER CO 80306 License: CONTRACTOR R.A. NELSON & ASSOCIATES, IN02/O1/2005 Phone: 970-949-5152 P. O. DR.AWSR 5400 AVON, CO 81620 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP PO BOX 959 AVON CO 81620 License: 02/07/2005 Phone: 970-845-2354 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Occupancy: Type Construction: Type Occupancy: Valuation: B/S2/R3 III-B �� ', . 111 11 Add Sq Ft: 0 Fireplace Informadon: Restricted: /J of Gas Appliances: 0 N of Gas Logs: 0 # of Wood Pellet: 0 *ss***ss*ssss***s********ss�s*s*s*s*******s***sssss*ss*ss**sssssss*ss FEE SUMMARY ssss�ss*sss*s**sss*s***ssxs*s*�**ss*ss***:s*ssss**ssssss**ss ' Building-----> $2, 477. 75 Restuarant Plan Review—> $0. 00 Total Calculated Fees—> $4, 091.29 Plan Check—> $ i, 610 . 54 DRB Fee---------> g o. o o Addiaonal Fas-------> $ o. o 0 Investigauon-> $0.00 Recreation Fee-------> $0. 00 Total Permit Fee--------> $4, 091.29 Will Call--> $3 .00 Clean-up Deposit-------> $0. 00 Payments-------------> $4, 091.29 TOTAL FEFS---____�� $4, 091.29 BALANCE DUE-------> $0. 00 ssss*s*ssssssssssss�s*s**ssss*s*sssssss***s***ts**sss**s*s#**sss***sssssr*rrsssssssk*ss*s*�s*sss*�s**s*ssss�s**ssss*�**ss�*ts*a*�*�sts****s**s*** Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP Item: 05400 PI�ANNING DEPARTMENT 02/11/2005 bgibson Action: AP Item: 05600 FIRE DEPARTMENT Item:� 05500 PIIBLIC WORRS sssssssssss■s*ss:sss�*:ssss**r.s.s«s«ss*sss�ssss*sssssss*s*s:ss*.«*s*:s:«.*�sss«s�s**s.sss:s�s:ss�s�■**ssss.s**ssssss�:sssssss*sssssssssssssssss: See page 2 of this Document for any conditions that may apply to this permit. .� • • DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the informarion 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, Uniform Building Code and other ordinances of the Town a plicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCJ�"/BY LEP AT 479-2 AT O CE FROM 8• = 4 PM. t�/ / �°� -�' � _ .%� ��d�I" SIGNATURE OF Oi�NER OR CdNTR?tC�('S�OR HIMSELF AND '� • • � PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Pernut #: BOS-0010 as of 02-22-2005 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applicant: VAIL RESORTS (VAIL CORP 970-845-2354 Job Address: 452 E. LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR Pazcel No: 210106404030 Description: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Conditions: Cond: 1 (FII2E): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIItED TO CHECK FOR CODE COMPLIANCE. Cond: CON0006941 CURB CUT FOR NEW ACCESSIBLE RAMP REQURIED. PUBLIC WORKS PERNIIT MAY BE REQUIRED. SEE PLANS Applied: 02/Ol/2005 Issued: 02/22/2005 To Expire: 08/21/2005 � � � ***************s**************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R050000158 Amount: $1,613.54 02/22/200512:25 PM Payment Method: Check Init: LT Notation: Todd Goulding / ck#1724 ----------------------------------------------------------------------------- Permit No: B05-0010 Type: ADD/ALT COI�IlK BUILD PERMT Parcel No: 210106404030 S�te Address: 452 E LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR Total Fees: $4,091.29 This Payment: $1,613.54 Total ALL Pmts: $4,091.29 Balance: $0.00 *****************************************************************t************tt************ ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 WC 00100003112800 Description ------------------------------ PLAN CHECK FEES WILL CALL INSPECTION FFsE Current Pmts 1,610.54 3.00 ----------------------------------------------------------------------------- � T10WN UF YAIL�y 75 S. Frontage Rd. Vail, Colorado 81657 Email address: Contractor SiQn; � � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS CONTRACTOR INFORMATION Town of Vail Reg. No.: Contact and Ph � % �o - /�' � � o - � / 1,�..0 t.c. / , /2 �- /L / /�'� /_, �'�Q � / . �� v��l COMPLETE VALUATIONS FOR BUILDING PERMIT BUILDING: $ ELECTRICAL: $ ��UMBING: $ MECHANICAL: $ For Parcel # Contact Parcel # Name: u - o �l 7 S.O�s- n�l � � . � - -.�� 7 . )��! ; ! ; �!. �-...., a � ,c.. ,e�e�•�, r� � � "d �'l... , j #�S: ,�-��5 Z. _abor � Materials) OTHER: $ �I� 1 D I r+�� TOTAL: $ ✓ t�. � Y,, ,� � �� c�- � ��S Counfy Assessors Office at 970-328-8640 or visit Job Address: ��D �-- L� v�`"/�Jtl � r• ' � 1�(l� ! �F 1Gl �� /`�`� . L L� %� 1 L Li 8 � 6�� Legal Description Lot: Block: Filing: Subdivision: Owners Name: A� G�� Address: � u� � 7 � Ph�i�7v —33! — �� 3 Z� Archi ct/De i ner: Address: Z S! o�T GGr/� 5� TI'Z , Phone: � � G►L A- 5`' o� �T � �� v,�" c v � o► ` v - r' 4-� rnngin er�� ,��G Address: 7v 6F.-�� n��Z c Zv Phone: � ��i �p �� -�i4� -�� Detailed description of work: �E�,,,� p��„aT��, tt� (�� v'� ST�t �2�j A�-r,0 �.� c-�+ GLS i�G�'lG2t� C_ Z�4 I��{�jrti1 ! r-1 'T�} LL 1°� �-� ►T i t�►-�l rZJJZ UIGtF l. , Work Class: New ( ) Addition ( ) Remodel ( Repair ( ) Demo ( ) Other ( ) Work Type: Interior (x) Exterior () Both () Does an EHU exist at this location: Yes () No () Type of Bldg.: Single-family () Two-family () Multi-family () Commercial i,�j Restaurant () Other () No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes () No () Does a Fire Sprinkler System Exist: Yes () No f�J' *********************************,�*,�**FOR OFFICE USE ONLY*******************,�****************** Other Fees: Type of Construction: Accepted By,:'�� ` DRB Fees: Occu anc Grou : � Pianr�r Sign-off: Public Way Permit Fee: Date Received: t'S�'`� �� J ��a � - rz \\Vail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 07/26/2002 � �� <: � � :,,� Y�., �o�� oF ��rL • • U Questions? Call the Building Team at 479-2325 Bui/dina Permit Submitta/ Check/ist Department of Community Development Project Name: v�� i'1'1lJl/�-J7� � �• �'.�' O�'�"��tiC�- ��o��-� Project Address: �.� � �ii l�l �� t��f� C t/e� ll�i L 8 � 6 S� ✓ T7►�is Cher�ldistmust b�e avmp/eted before a Bui/ding Pernrit app/ication is aaaept+�d. �All pages of application is complete �Has DRB approval obtained (if required) Provide a copy of approval form a''Condominium Association letter of approval attached if project is a Multi-Family compiex �� mplete site plan submitted � /��`� � � c. P�rblic Way Permit application included if applicable (refer to Public Works checklist) C�� 5 a� Staging plan included (refer to Public Works chedclist) No dum�ster,parking or material storage r�✓ bestos test and results submitted if demolition is occurring p��chitect stamp and signature (All Commercial and Multi family) � Futl floor plans including building sections and elevations(5 sets of plans for Multi-Family and Commercial Buildings) o� Window and door schedule �Full structural plans, including design triteria (i.e.loads) r�' Structural Engineer stamp and signature on structural plans (All Commercial and Multi L- � ils Report must be submitted prior to footing inspection t� Fire resistive assemblies specified and penetrations indicated � oke detectors shown on plans � Types and quantity o1 ApplicanYs Signature: K� M ��, �'�'"� ( � , tia� �� - . I-��- � Date of submittal. � Received By: \\Vailldata�Cdev�FORMS�PERMITS�BLDGPERM.DOC 04/OZ/2003 0 .f • � �r CJ BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building. Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possibte. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may afFect future permits that I apply for. Agreed to by: (�- l�►1 �I Print name Si atu Project Name: ��(� �� (�'� Date: 7 � F:everyone/forms/bldperm3 � ' `� �, � �. TOA'N 4F YAIL x, HOW DID WE RATE W1TH YOU? Town of Vail Survey Community Development Department Russell Forrest, Director, (970) 479-2139 Check all that appiies. 1. Which Department(s) did you contact? Building Environmental Housing Admin Pfanning DRB PEC 2. Was your initial contact with our staff immediate slow or no one available ? 3. If you were required to wait, how long was it before you were helped? 4. Was your project reviewed on a timely basis? Yes I No lf no, why not? 5, Was this your first time to file a DRB app PEC app Bldg Permit N/A 6. Please rate the performance of the staff person who assisted you: 5 4 3 2 1 Name: (knowiedge; responsiveness, availability) 7. Overal! effectiveness of the Front 5ervice Counter. 5 4 3 2 1 8. What is the best time of day for you to use the Front Service Counter? 9. Any comments you have which would allow us to better serve you next time? Thank you for taking the time to complete this survey. We are commitked to improving our senrice. � , r • ! [/I� !► • WHEN A°PUBLIC WAY PERMIT" IS REQUIRED PLEASE REAt�' ��ND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": ❑ Is this a new residence? YES NO � ❑ ❑ - ❑ ❑ ❑ Does demolition work being performed �ire the use of the Right-of-Way, easements or public property? YES E' NO Is any utility work needed? YES NO� Is the driveway being repaved? YES NO_� Is a different access needed to the site other than the existing driveway? YES NO / Is any drainage work bei�9 done that affects the Right-of-Way, easements, or public property? YES NO � ❑ Is a"Revocable Right-of-Way PermiY' required? YES � NO ❑ Is the Rig f-Way, easements or public property to be used for staging, parking or fencing? YES��NO If answer is N0, is a parking, staging or fencing plan required by Public Works? YES NO If you answered YES to any of these questions, a"Public Way PermiY' must be obtained. "Public Way PermiY' applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. ;. I HAVE R A ANSWERED ALL THE ABOVE QUESTIONS. � � �f � c Contractor Signature Company Name Job or Project Name: �%1 J �/�► S ��j� Date Signed: F:/everyone/forms/bldperm4 m APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 19 1 ' Job Name 2' Excavating Contractor Name City � n n � PW#:❑LJ�❑❑LJ❑ Parcel#:�JJ� I❑"LJ❑❑-LJ❑�❑❑❑ Bidg. Permit #: U ❑ ❑ � ❑ � ❑ ❑ Street Address Mailing Address State Zip �� „ Tou�voF v�, '� � � u � � 4I79 2138 exta0) TOV Contractor's License Number REQUIRED ( ) Phone # 3' Start Date Compietion Date (Permit Expiration Date) 4. Work is for (circie one) Water Sewer Gas Electric Telephone CATV Landscaping Temp. Site Access Other 5. Trench-width _ (min. 4') Bond Amount $ Length Permit Fee 6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC JOB IS STARTED. 7. Rubber out-riggers are required on Asphalt surfaces underneath the bu 8. A signature below indicates a revie signatures are obtained, permittee necessary Town of Vail signatures. �� Public Service Company (1-800-92� Depth Total SF $ Total LF $ Total Permit Fee $ BE ON THE JOBSITE BEFORE THE en working on asphalt. . �tected at all times. �1 utility locations and approvals. Once all utility company buting application through the Public Works office to obtain the up to one week to process. Public Service Natural Gas Group (1-800-922-1987) U.S. West (1-800-922-1987) TCI Cablevision of the Rockies (1-800-922-1987) Eagle River Water & Sanitation District (970-476-7480, ext. 114) Holy Cross Electric Company (1-800-922-1987) Town of Vail Electricians (970-479-2158) Town of Vail Irrigation (970-479-2158) Town of Vail Public Works Construction Inspector (970-479-2198j ' 9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. � 10. All excavation must be done by hand within 18" of utilities —(Senate Bill 172). 11. Permittee must contact Public Works Department at 479-2198 24 hours prior to commencina of work. Failure to notify the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town charging the contractor a reinspection fee. 12. I certify that I have read all chapters of Title 8— Public Ways and Property, of the Vail Municipal Code and al! utility company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required. Contractor's Signature of Agreement Print name clearly ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. Date of Signature White — Public Works Yellow — Contractor • 1 V� • PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: ➢ Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a"Public Way" permit is required, You can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. ➢ Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective utilities prior to signing application. Some utility companies require up to 48 hours notice to schedule a locate. ➢ A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November 1st and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. ➢ Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. ➢ Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. ➢ The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. ➢ As soon as the permit is approved, the Building Department will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a "Building Permit'`. ➢ NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15th. A new Public Way Permit is required each year if work is not complete. Re-application each November 15th dces not mean n automatic renewaL I have ad and understa e above. � ZJ � Signature ate Signed F:/everyone/forms/bldperm5 � V �QA�N dF YA�, DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS! Please read and check off each of the items below: ❑ The Town of Vail Buiiding Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. ❑ The Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. ❑ Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occupancx issuance. Agreed to by: ��'�.�---� Signature Project Name: � �! vV"-� ��i`� � �, / Date Signed: F:/everyone/forms/bldperm6 � • �D�N u MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of compiete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof. ❑ Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of P�blic Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. ❑ Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. ❑ Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilry of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance 6(1979). CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAPFIC & IMPOUNDMENT AUTHORIZED ❑ No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular tra�c or proper street or highway maintenance. (Ord. 2(1968) § 1) o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to eonstitute a violation of any sec,tion of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or otMer place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1) I have read and will comply with the above code �rovisions: _�Y I� L � , _. Pr' tName Position or Relatior�ship to Date Signed: � � 9 Vai12004 Vail Village and Lionshead Village Construction Hours Information Handout Problem Statement The Vail Village and Lionshead Village are invaluable assets to the community. Thousands of people come to Vail each year to sightsee, recreate, shop and to enjoy everything the Vail Valley has to offer. The community and merchants rely upon our guest to generate revenue. Our summer/winter guests expect a pleasant experience while in Vail. To insure that all of the proposed construction has as little negative impact on the community and on our guest as possible, the Town of Vail finds it imperative to create and implement the Vail Village and Lionshead Village Construction Hours Handout. It would be irresponsible for the Town of Vail, the actively participate to minimize the impact of constru New for 2004-2006 will be the Vail Village Streets utility related improvements, streetscape,_draina�, All Construction projects and/or remodels with"ii Bluhm Town of Vail Streetscape Coordihator�at 9 Givens The following givens are intended to in the Villages: • The public's health, safety and �n • Adequate pedestrian, loadin be maintained. . . ctiqn Contractors and the Merchants, to not he Vail and Lionshead Village areas. pe Im -3418 fo r ie-the basic foundation � ; , .�. :., � ��, T'�r shall be honored at all ,� �y � ,. , vehicle, and=emergei Project. Work to include all ms and landscapi�tg. �re Area should confact Scott by whicli;construction y�rill be veh : � �� '. � >� � and circulation :shall . �ff s. ��'y il Village and Peclestrian :tiv��ty must go to the Vail striaction �arking, refer to • The hours of Outside Construction Activity shall be as follows: - April 15 — June 18 & September 7- November 19, 7 a.m. until 7 p.m., seven days a week. June 18 thru September 10, work must end by 4:00 p.m. on Fridays. November 13 — April 15, 2005 work allowed within daylight hours only. - Deliveries shall be restricted to the hours of 7 a.m. to 11:30 a.m. on Gore Creek Drive and 7 a.m. to 8:30 a.m. on Bridge Street. - Special Construction delivery permits must be requested in advance, from Public Works in conjunction with Code Enforcement at Checkpoint Charlie. - No construction activity shall occur on Saturday or Sunday between June 19 and September 5. TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 • DEPARTMENT OF COMMUNI�EVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: BOS-0010 Job Address: 452 E LIONSHEAD CR VAIL Status ...: ISSUED Location.......: 450 E LIONSHEAD CR Applied ..: 02/O1/2005 Pazcel No....: 210106404030 Issued ...: OS/24/2007 Legal Description: �� _ � �--� -i Project No . : Expires . . .: 09/27/2005 OWNER 450 BUFFALO PROPERTIES LLC PO BOX 331 BOULDER CO 80306 CONTR.ACTOR R.A. NELSON & ASSOCIATES, P. 0. DRAWER 5400 AVON, CO 81620 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP PO BOX.959 AVON CO 81620 02/O1/2005 IN02/O1/2005 Phone: 970-949-5152 02/07/2005 Phone: 970-845-2354 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Occupancy: Type Construction: Type Occupancy: Valuation B/S2LR3 III-B ?? $365,000.00 Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 //iittRt4i4tittt4#iiitttttttit#t�ft�RM#Miit*i#iit/f4#itt#�#tt*t#t#4tit FEE SUMMARY i*4�t4tt��►;ti;#R+F►tt#t#iR#t#tit/�Rt►�I►ii#►###R�Rttt#�A;I�i4t#i Building—> $ 2, a � �. � 5 Restuarant Plan Review—> g o. o o Total Calculated Fees—> $ a, 0 9 i. 2 9 Plan Check—> $1, 610. 54 DRB Fee-----> $o. 00 Additional Fees > $232.00 Investigation-> $ o. o o Recreation Fee —> $ o. o o Total Permit Fee—> $ a, 3 2 3. 2 9 W ill Call—> $ 3. o o Clean Up Deposit Fee—> 50.00 Payments > $ a, 3 2 3. 2 9 TOTAL FEES--> $ a, 0 91 . 2 9 BALANCE DUE---> $ o. o 0 4ttfit�l#it►itti#itMf4#ttitlt#tii#i#t#itM►rti�t;t#4t*t1�t#/�i►#t1*tt#***tiM�4i#R4tR#R##t**�iik#tt�lii4�R#tR#i�ii##R#ittitt#/#t#4t4#tt#fi#i#ti##t#i�t#• Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP 10/14/2005 cdavis Action: AP ADA curb-cut and revision approved Item: 05400 PLANNING DEPARTM� � 02/11/2005 bgibson Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 03/30/2005 ls Action: AP 03/30/2005 ls Action: COND Landscaping to ber completed ASAP. For bond return. ADA ramp to be completed after April 18, 2005 . A street cut is required. i�4M#ttFittit4+F►i4ti##t#t�tt#tii4►ititittititlMyittt�t*t#t4it##ti4i#t#tt#titt##*t*ii####4#ti#tt#iftii#t#*/;4titt#tiif/kitytiti+R#ttMtiti#ttitii�R/t See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in 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 SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. �d�u � SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER . LJ PAGE 2 *************************************************************************************************s****** CONDITIONS OF APPROVAL Permit #: BOS-0010 as of OS-24-2007 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applicant: VAIL RESORTS (VAIL CORP 970-845-2354 Job Address: Location: Parcel No: 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR 210106404030 Description: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Conditions: 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: CON0006941 CURB CUT FOR NEW ACCESSIBLE RAMP REQURIED. PUBLIC WORKS PERMIT MAY BE REQUIRED. SEE PLANS Applied To Expire 02/O 1 /2005 Issued: OS/24/2007 09/27/2005 • • **s*s********•*r*r****ss********ssss***********r******srrr*****s**********rr*******s*.�r**** TOWN OF VAIL, COLORADO Statement ***sss*+*****s*****s****s•ss*****s****rsr***s*****v�***«****r.***ss***sr*****ss.***ts*s*ss.ss Statement Number: R070000792 Amount: $232.00 05/24/200703:47 PM Payment Method: Check Init: LC Notation: #2033/Todd Goulding ----------------------------------------------------------------------------- Permit No: B05-0010 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-064-0403-0 Site AddFess: 452 E LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR This Payment: $232.00 Total Fees: $4,323.29 Total ALL Pmts: $4,323.29 Balance: $0.00 *sr*****�***************s*************�**************s****************************t******ss* ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PN 00100003153000 Description ------------------------------ BUILDING PERMIT FEES INVESTIGATION FEE (BLDG) Current Pmts 116.00 116.00 ----------------------------------------------------------------------------- � � TRANSMITTAL LETTER VAIL RESORTS DEVELOPMENT COMPANY - DESIGN AND CONSTRUCTION (970) 845-2369 Telephone (970) 845-2358 Fax !� PROJECT(S7: Treetops, B05-0010 PROJECT NO. TO: Town Of Vail, Building Department A1TN: Jce Suther REFERENCE NO: DATE: May 24, 2007 IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US II14MEDIATELY. IF CHECKED BELOW, PLEASE: ( ) ACKNOWLEDGE RECEIPT OF ENCLOSURES ( ) RETURN ENCLOSLIRES TO US. WE TRANSMIT:' (� �� () IN ACCORDANCE WITH YOUR REQUEST ( ) UNDER SEPARATE COVER VIA FOR YOUR: () APPROVAL () DISTRIBUTION TO PARTIES () INFORMATION ( ) REV�W & COMMENT ( ) RECORDS (I� USE ( ) THE FOLLOWING: ( ) DRAWIIVGS ( ) SPECIFICATIONS ( ) CHANGE ORDER () SHOP DRAWING PRINTS () PRODUCT INFO ( ) SHOP DRAWING REPRODUCTIONS ( ) SAMPLES (I� PAYMENT COPIES DATE REV. NO. DESCRIPTION ACTION CODE 1 5/24/07 Check for Pinal building permit fees for Treetops (BOS-0010), 5232.00 ACTION: A. ACTION INDICATED ON ITEM(S� TRANSMITTED B. NO ACTION REQUIRED C. FOR SIGNATURE AND RETURN TO TffiS OFFICE D. FOR SIGNATURE AND FORWARDING (as noted below, under "Remarks") E. SEE "REMARKS" BELOW '7 �� 7=i COPIES TO: Master �le WITH ENCLOSURE(S� O O BY: Todd Goulding, Project Manager Vail Resorts Development Company Design and Construction � � TOWN OF VAIL . DEPARTMENT OF COh�vIUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIIvIES Job Address: Location.......: Parcel No....: Project No . : ADD/ALT CONIM BUII.D `PERMT 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR 210106404030 OWNER 450 BUFFALO PO BOX 331 BQULDER CO 80306 CONTRP,CTOR R.A. NELSON P. O. DRAWSR AVON, CO 81620 PROPERTIES LLC 02/O1/2005 Permit #: BOS-0O10 Status . . . . Applied . . . Issued . . . . Expires . . .. ISSUED 02/O1/2005 02/22/2005 09/27/2005 & ASSOCIATES, IN02/Ol/2005 Phone: 970-949-5152 5400 License: 170-A APPLICANT VAIL RESORTS (VAIL CORP 02/07/2005 Phone: 970-845-2354 PO BOX 959 AVON CO 81620 Desciption: TREETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUII,D STAIRS AND WALLS. REMODEL 2 BATHROOMS, INSTALL PARTTTIONS FOR OFFICES Occupancy. B/S2/R3 Type Construction: III-B Type Occupancy. ?? Valuation: $365,000.00 Add Sq Ft: 0 Fireplace Infa�mation: Restricted: # of Gas Appliances: 0 # of Gas Lo�c: 0 # of Wood Pellet: 0 •�iti��4itti#titi#ii#i#tt�IR�it#tfifitiiititiittitii#ti►*#it�#Ri=fiti FEE SUMMARY •'��*'�ss+t4�esssssss�sssssss�sssssss�►sssssssssssssssisssssssss Building--> $2, 477.75 Restuarant Plan Review—> $0. 00 Total Calculated Fces—> $4, 091.29 Plan Check—> $i, 610.54 DRB Fee > $0. 00 Additional Fees —% $232 . 00 Investigationa $0. 00 Recreation Fee > $0 . 00 Total Permit Fee > $4 , 323 .29 Will Call—> $3. 00 Clean�p Deposit > $0. 00 Payments----= $4 , 091.29 TOTAL FEES--= $4,091.29 BALANCE DUE —= $232.00 iitfttiit#t��iiti#ii4iititi#t##i##�l4itii�tiiiitii#it##t#*t�*##t�tt#/titii3it3iff#R#it�ii#*##t##*##ttifi=iit#ti�tiiiftitiifiiit3titiitf�titti#tft Approvals: Item: 05100 BUILDING DEPARTMENT 02/21/2005 CGUNION Action: AP 10/14/2005 cdavis revision approved Item: 05400 PLANNING DEPARTMENT 02/11/2005 bgibson Action: AP ADA curb-cut and Action: AP n L J Town c oFF�� Memorandum To: Chariie Davis, Chief Bu�ding Offia�-ToMm af Va� From: Ric�c Caudel, Prnjec� Manage� . �: � - • . �. . - �, Re: T�e Tops Building ADA Ramp Conections r1 U ��,•�ata . , - :., � �� ; : _ �_ �. _. � �� ° -��z Attached please find tvw (2) oopies of an 8.5" x 11" three page plan of the e�asting ADA Ramp located at the northeast comer of the Tree Tops property. It is our understanding that adjustmerrts need to be made to the e�asting ramp in order for Vail Resorts Inc., to r�eoeive a Certifificate of Occupancy for our tenant spaoes within the building. The redlines noted on the subject plan neflect the Soope of Work to adjust the e�asting ramp to achieve a safe aooessible ramp from the stneet (East Lionshead Cirde) to the entranoes to our Offioe spaoes. We have oonduded with contractor impute that we can achieve a ramp slope of 10.5: 1 in the area noted. Wdh limi�ng the Soope of Wor1c the area noted w�e do not create any tripping hazarcls. As no�ted on the redline plans it is intended that a pipe rail will be added to the e�asting tube steel posts on both sides of the ramp to provide a grip rail for disabled persons. Finally, it is intended to prwide a curb cut from the e�asting ramp surface to the street elevation. Thank you in advanoe for your authorization to prooeed with the ramp adjustmerrts. It is our intention to have the Scope of Work c�ompleted ASAP onoe we have been rele�ased by your Office. Should you have any questions or conoems please feel ftBe to oontad me direc�ly at 970.845.2382 or 471.6036. APPROVED j' Community Development DepartmeM �`� �� • Building Safety and Inspection Seniice8 Sect�c. , ► � _. �0�: `� _'atemational Bullding Codellnternational ResidenUal Code Vc^.iiC's�7 c' permit. The issuance or granting of a permit shall not be conciru�d t� be a permit for, or an approval of, any violation of any of th� provisic�;, of this code or of any other ordinance of the jurisdiction: Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on constn�ction documents and other data shall nct pr t the building official from requiring the correctio� of errars i he nstructio ments and other data. The building official i� �.,o auth 'ze to reve t occupancy or use of a structure where i- violatio e of any other ordinances ot this jurisdiction. PLANS EXAMIN DATE: � Q . 4 � VJ � \J �� a 0 � OU7LINE OF a�so.a lo�r � ( oS' �� Tr� �S �,� �°�'� �� o,�. c,�.,,,,�. _ � , , i , ,/' O. o �� I �� \ � / o y � \�� ' � � / / /� / / ,, p g , � � > � i � � '�� ,•' - ` �e��e � e�sq,6 � `/ � .4� \ 1'-� �� / � '� �< ' ,. ,.. j , n + °' o I � _:_ �- /4 p , �� / : �/ � /'�� J ;: � . � / /`�.. � �\ .� +� le��ll e�ao.a �v Q' � � � j / v ' � i ° � �� , � %'. 0 0> v �y, ... � � ., ��.a �. �iNC � % � , � o . az�sr�xc / � >' + � CONCRBTd ' ��.� � P. . . ;� < ' ;_�. , y � ,, ' p0 / �.. � \ �i f �� / ' / � /'�' . / � / p°e�so.e � ' . � � � �., P.JVIIt��` // C p p . � / \ �� '�� Y 1 / // . S�P�NC ,� � � y�, � ,.e.a rY�s��h . �/!�� , p ' @ '. � . I• O� �ti7101�' > .;so.s ,:. i :.` , . % �`�7' � �d ��, � , ,� ° ` � �/ Ce� s � a�1q.s ° > , \ a; �1�� /�� `� � /' e�a�.o axfsriNC ' / , � � y r � / STA/RS p � �a. s�a _,� �/ �.� r,.,/►S \ / p I/Id.B v . / . � �8 .�`/ / ` � ' �f �r'I �i/ � f'� , . ` ' � �� •. f � f 18.6 �1 �. ti BXISTI C CRADB � `�� . �'....... ` /Af Q.7 (TYP! L) •'� ��J� / i � `�/� s/17.8 , V >� �y ' N'Yv� -' / / / �•' v �\� • ixc ,r�� .r � � -� . � ''\ ::�sr►S � . � •i' _ � �►s'� � ...' �f�, �0� J � 1 � I � , \ � \ N,�'i' 1A .t /� �` _ '-----" ' ' .... -' : ! _ M ^, � ..� i' ` 7• y.: 'f "� /�i i � / arao.s�� .,[ .��• �•. .. ,� � f_.. ' _ "` _l...._ � /" _" � ' � y �` �"� � — .- I ��Y ! � J� ^ �D � i � Q/IB.Q t8. :.� •'/ !. :'� . /. � ....__._.. J ' �: • / ' � t , ! , ' \ ''= lY..--' i t i:. BXISTING � Y �.\�. . i i j: ,.- -" � `A/�,�� `�i:i..��STA/RS Itd. `X� ''�."r ."— ' i � d116. � ��`,Y �� 1\\I jr \��' u::.... ai�e.► e�� `, � : -.�.-:"y""� �y�'�.,• ..--• -__--_`. ' � �1 ' . � :-j-.. :�ly�7�N6 1lANDRAI '!'� �� ' � i � 6 . � ! ,' f• � --''-'.`y � � � ly,��/�f N � � _ , 's e.� '� 1 e .•�'';i ti• - _ _�_ N \ \��a�.��- ` eues � :�� -;:{ ! r{,�. -.• -��'' � . � `l'�'aoc) � '`� i.� ` = � Y GRAPHIC 3CALE wv . 1�`� � / r� ax�sr�mc o � '. - �- ----" ~� �� . ,a � — ��--• _ _ _ -- _ cuRe r curraR -----=--�"--`---- '� r� raoc) BYISTlNC FLOMLINd �� \.:-� cl-; " w�— � � — — — . lXlST/NC 60A Y � a►�s.e a��a.s l, � '�' � HE �IRC�E � i.p� :� n. �._ _�.._.. '�, /�� ' � � ;'! ONS AD \ � r . \ ' � EPST �, � � I � � , i:�% ' -,� � �::� , �`� TREETOPS RAMP — EXISTING CONDITIONS �o.�.�� ..a.�„ � < I PO� 1NFORYA770N ONLY-TOPOGRAPHIC IIiFORNATlON PR011mED HY PBAK LAIiD CON9ULTAH'P3 1 QA 3�s�o) �s-�iy vC0L0 i�( ioj nryu=-aa�o •3 • ., ti ... _" �s� 23�2 � • • • 06-06-2007 Inspection Request Reporting Page 12 4:39 nm Vail,_..�`,�� — CitTdf Requested Inspect Date: Thursday, June 07, 2007 inspection Area: CG Site Address: 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR AIP/D Information Activity: 605-0010 Type: A-COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy : Use: III-B Insp Area: CG Owner. 450 BUFFALO PROPERTIES LLC Contractor. R.A. NELSON & ASSOCIATES INC Phone: 970-949-5152 ,,. Description: TREETOPS C NDOS-VAIL M�UNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND , WALLS. REMSDEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Reauested Insoection(sl � �' ��' � � Item: 540 BLDG-Final C/O Requested Time: 10:30 AM Requestor: R.A. NELSON & ASSOCIATES, INC/ Dennis Phone: 970-471-6049 Comments: Will call Dennis 4 49 Assigned To: JMONDRAGON Entered By: LTILLMAN K Action: Time Exp: . RLPT131 Run Id: 6776 . � 04-07-2005 � tnspection Request Reporting Page 4 5:33 tsm ----- VAIL- CO - TOWN .QE_--- - Requested Inspect Date: Friday, Aph! 08. 2005 Inspectlon Area: CG 5ite Address: 452 E LIONSHEAD GR VAIL 450 E LIONSHEAD CR A1PlD Irtformation Activity: B06-OQ10 Type: A-COMM Sub Type: ACdM Status: ISSUED Const Type� Occupar►cy: Use: III-B Insp Area: CG Owr�er. 450 BUFFALO PROPERTlES LLC ApRlicant: VAIL RESORTS (VAIL CORP Phone: 970-845-2354 Consractor: RA. NELSON 8� ASSOCIATES, INC Phone: 370-943-5152 DescripUon: 7REETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INT'ERI�R, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS. INSTAIL PARTiTIONS FOR OFFICES NoUce: a new ADA access ramp will require DRB applfcat3on and approvai - BGIBSON Natice: Buliding revisbns dated 311Q105 approved by Planning. - BGiBSON NoUce: Review af revisions approved. AddiHonai fees imposed for review and tor partiai inspectlon. - MMCGEE Notice: revised plans for the bathroom changes and vestibule approved 3;�17,'05. see cloudeci changes on the plan sets. ffeW set re-issued. - CGUNIOId Natice: ORB appiication may be requ�ied for new ADA access ramp. Planning shali conArm prbr to issuance of the proposed ravistons. - GRUTtiER Notke: VFES issued verbal order to shut down on 02�23?"05 tor non-compiiance wfth fire alarm requirements, failure to noUty prior to demo, creating talse alarms. and tailure to obtain fire alarm permft. UVork is al{owed to resume once the buildfng has been made safety for demoliUon. investlgation fee assessed Fire Marshal. - MMCGEE Comment SUItDING EVISIONSiAS SUIITS SUBMITTED AND ROUTED TO CHRIS GUNION. BILL GIBSON AND FIRE - GRUTHER Comment: REVISIONS SUBMlTTED ADORESSING CQMMENTS SUBMITTED AND ROUTED TO CHRIS GUNIdN. REV{SED PV1NS APPRaVED 2'� 1'05 - CGUNIQN CommeM: plan review commenis iaxed 2/4/05. F:kdev�CHRiS�PERMIT.COMMENTSiB05-0010.DOC hold uMil commsnts are addressed. • CGUNit?N Gomment ROUTED TO CHRIS GUNION. BILL GIBSON. FlRE AND PUBLIC WORKS - JSUTHER Reauested Insaection(s�i � �r�� Item� 530 B1_DG-Terr�p. C/� Re�uest im 08,00 AM Requestoc P A NELSON & ASSOCIATES. lNCJDENNIS Phone: 471-6049 Comments UPPER QF PFICES Asslgned To- CL�AVIS Entered By: LCAMPSELL K Action: Time Exp: Item Commertts: .. , W1�R lE�.�EL QNLYT�A'��SS IS AILOWED TQ THE UPPER LEVEL. Ite!±� Comments: 1.RtSE ON EAST STAIRS EXGEEDS 7' MAX AT 1st STEP. 2.RUN ON WEST STAIR IS LESS AN 11" MIN. • �� i' j �� J �. ! `i + �i��i�� Irrspection Histon► ftem: 'f0 BLDG-Footlngs/Steel ttem: 20 BLQG-Foundatlon!Steel , ftem: 30 BLDG-Framing " Approved " Q3l08/05 Inspector: GCD Act9on� Pt PARTIAL INSPECTiON Comments: FRAMING tS APPRQVED TQ QNE SIL�E THE tNALLS. BEFOR CL�StNG UP WALLS PR�VtDE REVISION TO BUtLD DEPT FOR REVtEW AND APPROVAL �� 03��10!05 Inspector. cdavis Action: COND APPROVED+CONDITIONS Comments: framtng approved in all locations except at areas that have been revlsed. Revlons shall be � approved prlor to reinspection J3.!14105 Inspector. GCD Action: CR CORRECTION REQUtRED REPT131 Run Id: 3109 �o c� � S �?� 7� z� s �j � �,�...�° �'�Lb � o /� �O� ,; n � ,. . ° � , ' ��' , � ' \> - o /y� //, �. � y\. ,: o � o i �/j�� `�� '� �" ' �� \��' � � �� l /�iae.� ��81bOn� � '. � / \ �� f/ l49$��,� . i i / I� � f / 1 , � " ; / � � �. / . � � . ! • � p / � � i , � ° n / y� ,-� . ,\\�y,�M� . � � . o 8I50.9 b �9 /.�. I � ' � � . i � k ( . � i PPROXIMAlE � � o� + PAVER REMOJAL re` I � s�r•REPLACE AREA� � � , i •� � t � `` I / y i �, � MATCH EXISTING �� OUTLINE OF BUILDING � o ExfsTlNC �/ � 4 �. z�" GRADE CONCR6T£ � �$' . � '�'- 8149.8 \ 6 ry� nv / � '. �� > \ A-`�� ♦ //' / �. � / � 29; �; / REMOVE AND REPLACE EXISTING � nar5o.s� \ �'x Ta � 49 MA�'J�' PAVERS TO CONSTRUCT ADA �� +49, �' COMPLJANT WALK AND 8t50.9 v � � % /� / � i 07 RAILING-REUSE PAVERS � � � sx�srrNC / �\ �,fl E � A�, I �! :; rr,as.s A�%� % sT6a / r� AM d- A CM' ��. ' � l.{°v1 / v ` �IS GRA E� E ` ,�%Q�7 � ' v / � .. , � 2`y:t IY� � ' � � � / f � ��"��/��7 r `V_ i' : n erso.s � �",1 �i �' � �� ` ` a.7a �/ ` � 1►�� .,n v. .� . , � � ; �e � �' v j, �' I � r. �ei�:s r �� F , � EXlSTINC : \' �-��y TI�'x �� .� � � � � � 8151.0 STAfRS � �i' \ � B� �x,�� 4 � � � . � , I s. . �/�� ,,.�',�'' � p 8718.8 v � , \�)49 . � I 49$i /4�ySR �6 I49.5 �/ �'�� - �' ✓ � . , . >1..., _ .-c � �./ /? .:81 <9.8, .. � I i !� 48.29 } / BXISTJNG Ef2.1D6 ,��A ' . � / . / /� � 8�f�8. 2, . �': O2, . � ! � �.:. :' (TYPlCAL) , .. �t� � ' / / � � BM7.9 � i \$�9'� / $2' . s �.,, 8.33 , /�ioz� +' . ..-��i � /� \ � ' i � 48.16 � �� ! ,. -' / �� ;3 � 9a �t� °. _l / ' i / . ,� � XY �bc ' -�' riv atas e % ; � \ J tJ�,b•" � _ i N � ,-' \ � �i � . �� -' 4> REMQVE AND REPLACE EXISiIyG-•' � '" � � _.aC. rvt - f w / , ,.� � �rtr rN)xc ��4,� 71 ;� �R Y .i ss � � ('W ,s .. �� . �' 7.s i �� RAA1P WITH ADA COMPLIANT� i �., , ` �� \� � ,• .85 - ^A- NV .._'- '� Z � �/ � i> .✓" `E 47 WALK AND RAI�.ING-REUSE j _- -� _ � � � . � ..:.... - � � a�so.s % \ C 7, y�/. - PAVERS: �Oj .� �-. _ _ - - � � ' � / 8146.8 49A ,�"� �. 4 i 11 . ' - �'� � " _ - i � N I r , £ �9 ' �A '�°' PROPOSED GRADE - - _ / . � � � � ; . , axrsr�NC s s , , ; . . - a � • I � ! � ;,'. STAlRS (TYPICAL) 1 ' � " � � r , ai�a.s '�� :45� � " - - -- - " � � � ais5. j MA7CH. eias.r 8/46. >¢7� 8XIS7'�G IfANDRAfL � \ � r EXIS7ING --_ •: ? � t REMO - AC REPLACE - � � � o , _ - - �� ... -' - . . .. - � ' "' .. . .. � i - ` � ' � � , _. - - ' � � AGENCY REVIEW 13SUE a \ !\ GRADEaras.z �JS � 45 9 CUR� CUT TO >� � g 8447 - (TBOC) ' � - CCON�SIF2UC_ _ _ - " � � � EXISi1NG GRADE IS BEING LOWERED 4-14-05 �. ^'s . Q.� § j � ALONG I WALL, SiRUC1URAL NOT FOR CONSTRUCTION W� � � . � 21.:..,�s � . .-' EXISTING a ` Z.� __ ' `- �� CURB B CUTTFR �� R MU6T REVIEW TO DETERMINE IF DQ N � _._ �r8 g3� — 7 iHERE ARE ANY ADVERSE EFFECTS TO GRAPHIC SCALE o '-� -- = - � -' ' `'- "� � -- � : /� ' 4 er4s.r(reoc) / L�'X/STING FLOMLlNS THE EXISTING WALL o s ,z ia � \ � 8I459� �T y� /' � -�"��.� \8145.7 &XfSTINC £OA c1R��E a s��s.s /'\ p ° �� y,(�.� / � I REMOVE EXISTING WALK dc CURB AND ��NSHEA � p� �� r �� \�� \,; I CONSTRUCT ADA COMPLJANT RAMP AND E ST ��n - e n y `� I dN,�S� ��fTRAl�AP \� RAWNG. SEE SHEET 3 dc CDOT AA-608-t P = � I � \ �j� ' � FOR DETAILS. — _ � o � — — � � i �� ` � , �'� i TREETOPS RAMP - PROPOSED CONDITIONS � c ° > �� EDWARDS BUSINE55 CENTER P.O. BO% 9] � �:� , �� / �� '` �,� I TOPOGRAPHIC INFORMATION PROVIDED BY PEAK LAND CONSULTANTS } EDWAR�S. COLORADO e�eaz r .�'. Qri (970) 926-1171 GA% (970) 9I6-]390 _� �`�� `��R�� V � , _ �/l�,�c. — S� r 2�� ♦` . � � g , �' F� �' r � �i Zx 12:1 �� 12'1► 2�� ca�[IE_SOe�uuc 4' . , _ � RAM P SECTI O N �'� L,� �.�. NIS � NO Nfl1 SEE C007 W10l-1 �� 1 �' ,�— i �r r r y � y n, r r \ r i:arl$rnuci ADA RANP 20:� 4' � RAMP DETAIL RAMP NOTES 1. AVOID PUICN�IGG DRMNIICE SRtUCMiES. TRAFFlC SICPYIL EOINPMENf, JUNCiION BOXES. OR O/HER �BSTRUCIIONS M FRW/� OF RAMP ACCE55 NtEA$, z. rw� s�s swut ►+ar ee s� nwr �x�. n�E o�cT� w�►nNC �wo wni � s�ovES s►uu. �ar BE STEEPQt TWW 20:1. 3. NOTE: RAIAP CRO55 SLOPE SFiM.I. BE LIIIRED TO 1:48 (27h lo Il d� �t� Z S !�� 6 0l� �- � � �� c�e�a� t�o�s i. eu.. wo�on o� w. p� .c. wo�aa �o �a ey om.,.. �n. ca��ace, r.a�w na� eo�aa. .�n .�s.u�y �a�,, nr�c.. �wy .da. v�o. a �a �r �. 1�. conEroeta .hdl ea�taet el apprapid. uUWr mmpaii�. �a in. bcdion.. aea ean4«la .nd uue lewt. oM a�'di�. (indud'ng �1 � Eq�� Inc. rowma no rapon.way �a utity batiar. Anj mrrd, .an M. popa.a �a4uci� .ha� e. aagAt a me attaiuon o1 11r Enqimr a tlwt ir a g/ad� danqa ean M naG b�noh eny ea�lYeb wlA Nw ai�Wq utiNia. /JI niidinq ulitiu �haM 6� probetd lran damoge M IM Cmtra.ior. UhTitiu IMt an donwqed by IM canlrxlar daN b� rapoiad by the can4aclv d ro apme b IM mma a enqinaar. 2 All ear4uelbn dd eonlam b pKtlkdiom ad M wibj�et to eaNtruetloe obwmttan hy IM oriwr a uwr npra�nlWNa. Contracla �hd haw om i( ) af IM plau ad an� (1) coVY d IM appoprbb p�dl'i�otian� on tM job r1� �t a�... rn. cw�traa« r� now oo. �q.�. ..� o� u. eoo �onfroel Ooarronl� on 1M job rL d d Umy. a contr«�r .na� �ot kde a�ownyo r« � ow�� wn �++q ��. or ax*.�cw „ varo. rra swaq a qy:cd i.o��... .noM e. aaphc m Ih. a�adkn d m. Eoyinw. r cnr.«�or proaad. .an me .wk .�YhaA notxyirq nK F�q:ws uwn n. aoo .o d hh ovn rLk. 4. Obsrvol'um d tla rak N poqrm and m-aTe viaU an nd to Ee weulnNd m a qarantr a renmd�r by Ihe fnqLws ol IM Conlrocler'� con4alud r�L�. S 1M eantraeta 6 rppm�iWt fa al mard�ation d doci�ig d motaida 1M emlraeta daN eoadnab mth tlr mmr. ad Va1 Rewls MabpmMt �y s. o�. (�) ...� �oca ss ..p�rea �o. a.r.ytiq xn.a�y. e.�nmo� c�«i v.a� �e co�,n�a iw e.Knmon�.. & Safdy B tla mporo�idy d IM Can4xtar. The Enqiwa 6 nd raepom�Lle (ar wfely i4 m. a aboul Ne projal ti't4 nor fa ea�qiaiee by 1M aPProP�e P�Y ��Y �QWafbm raktnq U101010. s. sow wtYy h uy a. onw. ed m. �onir«►or mwt oomy m. son. Enqin..r oee ca cnqinnr el .eMA,A,y. 10. 1M contrata dall Wn� dl appopAate Oroeaulkm to iqn�feanBY rcdir.v mY On►atid PoNdion eamd by Iw� aliidtia. iididLq vehiek �ueig, �toruqe d rerti:an a� dwnieds, .tc nu eon4«�or .Adl nw. Nw�'ra pr«.euna �a nrnainy potadid Pow1o�. ana now idrdif'wa .pa pnwnson ma �.qan.. procWura pior b mY athiWa d IM proJact �ite. a 11. q anY 9ramdro�M N�anlw�d Mw� IM eantraeta Niap eoMael NpN» EnqGwwNg, Ine. and IM ProjM CeolWwikd Enqinw Ym�edalNp. 12 The wNrotta dal mdntain ai�tin9 droiioq� el�u�rh. euMrta and appurtaiaiep durfnq eaatruttim a n�wry b prdal rood� and prapMy. ia c��na .na �.�. w�rwa� a.�.e�a b m. .a�«« d m. �. 14. Cadact P�alc Lpd CawKmb la dda d iteld wrwy. IS Caitreetot �hd minhJx� 4oelunq dl o!f-ail� and mb ad'pcw�t �eoda CaMrxtw �hd h� rapmdb4 !o elwi6i9 W u^Y olf-dt� 4oc4ad ad lo IM wlidoetion d 1M Oarr and To�n d Vd. 10. WpMamw�f/nqir a/ a�tin9 hord�eaM a lu� fwtuu �tuEd durLp tM rdoeatian d utWUn ahdl b� eaor8no4d rMb Todd GoiAd'rq. VRDC. ,7. Raf« to wm.. .p�looUan. and qpt.dwJed �rnnnaWotias (a ampalkn nqu4.m�M. and n�m�m.ndatlaro. 20. - R b tlr CanUxla'� rapa�liRy b eoadmb amin�NOn �lh all ��doa udSly oanqrip and to how d�ork dar by IM Con4aela appraad ad a�ptM EY wM �apKtiw ddo� ulihr oanppq• z�. rn. eo�oe�a rw� n�r a�e/a npao. o�r a�y ,.,a,�e�,y,.. u+Yw «.�wq �wu.. aed.e.e q, �o�cw� w n�. .o�moeno� d n�. f,�yxr.r ��»��. 23. Cadroda tAa1 ahldn d hir aipaw d prmTs and Y�eUaq rlid� an aeawry b pMam tM piapaM wak _ 2�. A1 eaWn¢aoo rw1 ead«m m m�x�dpd a dtdrla dmdard� und �p.dlimtiom one e. wnJ�et ►o e�InKuon abxmtion bp nMfr nvrpaluWp• Copip a�epd a�a man aama � e. on�.a e� nu ca�rou�. 26. TM Cadrx9or tld piovid� a1 igMa, sgns. hmiwdy, Ilog�n�n. a aMer darices nawwry b porid� lor puhic �ofehr in «�m�e. .an m. �� Ymd m Urifarm Laffie Con4d ONieM a a nq'w�d bp IM Taw� d Vai. iM Co�raebr h b provid� o hdfie Canlral Plm lo IM Taw� d Vd and ��caw apprevd o( 1M pla� pia to tlr �amnrneanwt d aq eauUuelion xUwlin �hin IM rood rigM-d-vq. 27. Cadraala �haM mta� and/a nploe� d dldwMd bM�eaping and tod lo a wn6Uai pud b a MHa qian tM pn-eaabuelkn da4 ad to IM wNdoction ot tlr owrr. O � AGEliCY REV[EI/ ISSUL � � , 4-Ih05 N01' !'OR CON3TRUCTION EOWAIqS BU91E� fZpiElt P.0. BO% i7 �3 OF 3/ %1 � mw,wos. caw�oo su.0 � 70 93{-�57] /A% I97� 11M]]!0 I��J� � �'`�"� 2� 8 Z • APPR�VED �' Community Development Department ,�y�� OF �� Buiiding Safety and Inspection Services lV Sectio� _,_� ,...._ln a�rnational Building Codellntemationai Reside�tial Code 4'u'�dity c� permit The issuance orgrandng of a permit shall not b� c:;:��:':: wd to be a permit for, o� an approval of, any violation of any cf i; _�.: �visions of this code or of arry othe� ordinance of the jurisdicUc�, Permits presuming to give atdhor�y to violate or cancet the provisions ef this code or othe� or�r�nce8 d itre � s� �� val�d. The issuance of a pem�besed on �� other data shall not prever►t the buildin9 o1�i irom r�e�d�n9 �e coRection of erro�s in the constructlon doaur�s and o�etdata.'me buiidin9 official is also autllodzed to preveM oax�panc.y ot use af $ shucture where in violation of this code or ot arry olher0�ditmnces o� mts�.sdic�on. G� �� D �' '23'DS� PLANS EXAMINER: . 1 V n11 Town of Vail OFFICE COPY � .� � 75 South Frontage Road • Yail, Colorado 81657 • 970-479-2107/F�LY970-479 2157 • www.vailgov.com � « RECYCLED PAPBR � � ? � W �.� a � � a � 8 � m a . ,� i� �--�-A �� o.G.�►�� .� �:�� R�g-3l.naa t.il4 HrcSse[�am21 n � SECTION A A 1. l0.oror�4i�UA�bb'-1�ia�-lner. (6aann�t�Id�e�o�oali�s6tano�m•t.�a�lnee�ao-ISOycfor 16��v� ounaab.Vll�limqraiwbe ooaante�oed ot�ULClwdfkdGesce.�Bladr�•.Macdl�aalopaim6u S ia (1�7mmJ See G�tasbelqocb (CAZ'l') wd kt�� ade Udb (i�i'h � ta �e k"Re 14sdse�o�x�h�ux�rLa u.v±+ oEtn�i�- Floocm+9'� beoon:aucad of amytoJa 4 �. p5�mo� �hiakLlt. ��6o11oa�aon!'ne� G��d�'• 1. '�drra/blMetr�b—Unenc�uMWUepI� aao�ti[�oueoartrs■dwi�fnq,a�ia�wi�hsmmt/4io.(6a►aA).mol.r�ax 6ecraesp�'peacm�u�lmdpadp6�oF y�i �mi�,Y�aecao��ito�be�ipd�y�lppoeeeda�baha�afd�e!(aorarw�all Lepnbty. The folloan'� eypee �d d�e1 ot�� p� ar000dal�s mq be+red: A. lMq�M �"� �L7 �w—f QaR l�o. (102,oruj d'uas►(ar mllee) Bah�J� 40 �olid con oc oell�rmne PVC pi�e i6r � In clowd (pivoe�a a s��J a�(�n.'�"�s or ve� piph+t �a+� g, �1{li i�Ta�s�ie C«��+—Nan� 4 iR poa �n) di�m (a etn�tlrr) 9d��lt 4o fi►c certdadclnanqed in acoaN•vice . ariA�A�tids�4T a�[me N�ond Elee�ial CoA� (NAPA Na 70� C� �hd�►rb��w<C��1Nr—Nao��ioy(142h1�++)A�+(ar�enikr��Rl3.lCPVCpipefcruain do�ed(procma�DP4�P�� Nan4�. 01 di�m�(a�Sel�nie�0io16deowaoc�rA�mc+e ia, A�k�ih�erBdadiaa8�q�(A��1�aw�ed(dn�w�cav�P�p"r=lyN�u' e1$s p�s ib�au iv� dowd �proewe ar a�pptr) � a in. (�ca wru) a�.w f�+�� so6e�J. �10 �RP1P p� !b� �� a ��1�ha�l�tT�1�' cbsed{q�ooewa�orve�ea(dan.ti�eaart� �c10y'a°�',malle�eD�ttf,«naoaA�n.(�o2nt�n}di�a�ta F. � �'V� �Jpe—ldaa+ 2 ia. (5 i taNlle� SDA 3�23 P'WT' p�a fot+ors h elmeA (penea� aaapp�y) or vw�d (�.in,arsts oe va� P�P�B � 3. �apDeNee�R7a�—oaltaeobsia�llCdia�naWithtl+eoccon�lyl�insbnuioni�voqoW.00Ur�l�De iroo�lsdand l�odmd uoand �q wd �aRSd bmdasidsoflloorae oebofi sldwof�lftiai�t 3M f7NnP�stAachorSitaptor� 1141a (6mm)dlwoib)m�b► I-1/2iaC�8 s�aao�l��+0�°°�mo0�°�•iiheeeel�smdmia 1-1/�4la {3�� dla�a ebd 6�da�.wd►�e. M'�a e�tru►� tlaw oetan oaw6c+c � a a� 6oln, �tml�ic�lb►1oc� ibrnow �.ln. (Sl sn�+) ,�'am (�tid M�alla�.uan3 ia (76 mm� dlnn adnom 4 i� (104 nu�) � P�•� 9�bICOMI'ANX—tA�aPPA 15,�.0,3Aoa�4A 4. FW,\+roidorC.v�ryill.t.�1.4'—Gn114s.rtml�l�t!!r(Ov�NolBb�q*►A)^I�mU4im(6mm�}�tiolaaeeia�a■nOcapnqy�ppl3ad �biq �mnntv�pooe, f1uB� �►lth o�P abotoom otiboc m aw aR bo� dde+otwoo. A[CO�lAhY—C? 951111�F, TC 1SWRFbc��-150* aatll4 P8'9� WT nalmc arb�+�c p�Y � ��.�� p�,�N��c� 800rwanbHe�,e�mlutlxidt�3�ooa)��aimaro�wlmc �Ibe �� . : -,-- . ^�.. 1M's w�.d•�+d d �Inw+ MY �M ih het� 14�i�Ici�vai �M 1001 �Wa1 d d►1 ��-�..� eus�p�,.m��Y �—.r,--•��: �i�Lf, : ��a; . �s�.� �.; i=�. ..,; . • . . ' . . � . � �. �..'::a. � �j�� ly•i:. , ., , _ . b0 3Jt�d l�1Nfl0�QTW 0L5Z9Z66L6 ��. , ._ ..•�.i , •1 A' tb�b0 500Z/5T/E9 � �--,-A � �--.-A S�rsteaa No. c-AJ�� 4 p�-3iae T Raai��-31� ,� n u SECT�ON .A,-A, t, a�eorora+f�tAs.�-1��1n�-lnio,(1.14,00��0rckssia�l��,ro�r�awwe��l+e(loo-lsopeforlsoo-z4Flol�im� 000asr� 1VIU �ap�abo byoaoe�dotaq�ULGwlflcd�r�.Hlocb'- Flaer+er! �o be oanrauoledof�y„dn 6te. (132tm11) I�IcU►. �A�*�l�t Conaf'�e V�b''. [�ts+e dNra uEop�oi�� is S ip, (127 am�� 6a CwwoeDbdu (CJ1Zl'jaadNe�t C�netee� �CFM � ia 1h.Fu=��Y �� lA�. �(op+'� She�n) Noa� s io. tts?,nm) d.m (er an.itier) S�6�e 10 {oe6enrie� at•ei dea+�e eo�t a proumd wdl ,'E, a7rrw ji �peq'A�e�—Ow ooiqnealik p�i• o[ eoo�it m ite oeeused�vi�fiiq np�rrimi.� a noM 1/4 i�1. (6RItd) ap�o� �aa betlll�f��oreat�duitandp�i�pbQ7d ��aaaadoitbobo�lgidlyaupparbdaoboihridosotlhe8oe�ota�ll �'(jq�idpC�MdSb!!bf 6�W��%�OttlN� A. P�DI C�brlde �'VLi'�IP—Nom 4 io. (1a2 mm) dl�a (a a�) 8rha�le �O,olid oore a�eon PVC pipe fice � Ia alo�ed�� aeuppy�orwma�a, �orr�prp�8�l+� B. B1�Nwaos.�ieCNirk+►—Nan4m.(109.�o+oa�di�an(e�'�eaMa�i�40PVCeondnitb�lkd'm� vrf�lle4v�e 347 o�4e N�tim�l8k�trial Cod� QNPA 4�. (�� mn (or ro�0ar) SAR133 CPVC �ps 16rnoe io G C�lw��hyt��i'�'��" � cloaod(pn�r or�ypb') P�� D� ��,1�� N�i �P �Nan 4 i�o. (1o2nwn) 4ieeA (Q �v) 3ebedule ao salid eore ot oelMkr mre AB,�c�ia�lof�d oraQpE!)a'r°�°di�rau�eorveotiP�P�� a� ��CR'�9X��Nmt41a(ta2�dlaia(ar�ao�lla�sct�ol6�OFR�pdpefarwem elomed (procea or ar� (dn1o.� �� °f`,�11.�) 9�1Bt f� 1,.� u�.� ��. (lo� min) dl� (.r p �1'+�0'1� f�'�1�' aveaeed.(dcrio.arleorVwtt)p�aBs��- ooalle.�SpR33.3PWF ' ibrnsalncJod(pe+oee�a'a�ply� 3� DAk�—CoIIwc—Col�tbo be f+�alt+dls acaoidsoct.ri8► 9� �oo�npn�nB ��I�• Colltta7 M �oavdle+e6.drv.�d�ipeud�s�3b.e�a�af9eoearaoboW�ofw�Owii013AS1A0�Fac�efiaR' orwith 1/A �. (6'�dW+by�ln ►-,nm.p! Run�tona �1 � �� ona�l��daatr.ndmw 1-��4io. p�,�►) d�aa�osl knduworhen.l�6o.afewR qaesafvu�rnehot � ar webarbotm, �y�hu�!!! loabd.fo�rnaa2 �n. (5l mm) diw (�od�.nom 3 in. (76moj dipl►a+dAam 4�O. (f01 ��myiqe+�seq�elX 9AI C�p'/II�IY—tllEi� PPD IS�ZO, 3A �od f:0 �. �,1�iie aa� Cwlop MMs�" —t�y 9�t or �ulb(Oplione4Na8�Aam►) ^Min 1!1 to� (6 rrmt) �iawe of aa� applty qpplied�a �tipoa. �l+ar� top abodoro ol'�oaran aneoebo�h aidesof w�IL �DICOM!'A1yX—Q�11*�SC139VB.PI�s'Qwn-A54� r.o.1k,F8a000WTwIw�orl�+8eoc�M�g►. 5. ��bid 4t CaA�►�br�a1�' — 6�1� (�p4��,Na 3ho�m)—Fot �oor manbliaz. �min 1� kn. (13 m�v►i � ofadasi� mqrbea�pl�iod�aiel�nnl�t�tl�ehwi�►bPe�°° ofsoaea m CO�Y-1'I#-t000N6 aorFB 3000 Wt � dle La. L1�fia6oa Medcia� �-�Berina t!� tJL LiWn�M�dc 1b1�■awd.r�md�d�i ie q00f� �� Q Fin A�Awa i��m�css�r�•�.�!'J��.-.-.-..--....�.____ _.. ,_-�T..�.�w,�`v• � ; ;°, � • . -::'t��an ! ' .ii�� ' L� ..1: �•. ' � : 1'�r. �'t�.', .�.'��.i 1 y'.. . � � _ � . .�i� r . � s� . . •• . . .. . �0 3Jdd J�1Nf10�QTW 9L9T9Z60L6 N � Q t � ro � � m � � N d7 .� t/i � � u �. � : � w . .. ,�.;� .. � Tb�bO 900Z/9I/E0 � T � m S � � � _ 0 � � N � O N � A� N �....�.�� i i I � 'O � � . .a: Y� r �'� . .� I i 3� -�� -�:� �� i � A �� Syateioo No, W-L-Z29A 7ar.e'd0�2 F R.�ti�Se -1 dc 2({x �See Iteto 7' Ratiry=- 0 Hr • Section a-a I. Wa0l�een�bly -The 1 or 2 hr f't��tecad p�Dram Mard'stud w�ll ueernbh; shall be conctructcdoflhomMter�a!s ��d in �e mau�a de�ibeC ip the Individ�►11300 or U400 Serie. R►�I1 or �artilio� Deagn in q� U.L �ire Resisance Dlreeeo�r md ahaU Includ� d�e fo�lowieig oao�tcu.tion feee�uw: A. $luds- Wali ir�ming mey conein ot ei�Aer wuai isods a sa�l channet seuda. wAOd cduls o0 ooe�ise of noro T byd in. lamber soacs� 16 �n OC. Soeel s:ud� a, be min 3-I ll la. wido �pa�:ed m� 21 in. OC. e. Qvu��nR 19o�rd' �'fhe 4YDSv1n boud typ�: d��dcne�l� e�mbe� of la,�ore, hs�enert,rpe ur� si+oes orisns�ticn shnli be.� apee�fl:d n�d�a ir.dinridua! U300 ot lJaOD Se;iss Dedgt! in �he U[: Fne Rai�rmoe Avec�ory. lWex �� oPvP��n6l� 3•J!1 in. 'Xh� ltoar�v F Rati!eg ot �h� flt'asmp ry�ien y rq��l ts tba hourl}� �!re Katia� v[ tnc wall a�w►nbh' in wl�ich it i� tae Wled. t. Tb�n�t!► Pmeirana - Oae ovnmet�l.ic plpe o( eOCtduit msh:lo� aacenctfe�lly a ouncmtriealh� wafiin upaning. Aanular sptee F,etr�ee� ysA.aanc ernf peripb�ty of o�enlog �o �t mie a nt (pa!M coceaoq oo max �• :la +n. Ycnetram ro oc ng,e►Y �ad cm eaD slaex otvw�L 7xe folbwini hP� �d size� oipenetryuus m.y be wed: A. 1o1��'i�pl CbloddR (PYC� Tlpe -Nom 2 i,�. diam !or �nill�) Schedula d4 sol:d cors �+' eelluler cos� �i C pipe for tue in eloeed (p�ocr.eaer;up�y) nr var•�ed (drain. wLSle or Jr.:la OlDln= s!'sWn. B, G'A�lo!'inated polyv{Nyi Chlaridc (CP�'Cy Pips - n0�n : in. dit�m {p� xtns11e�15DRt3.1 CPVC pip� tbr use it1 e(OSSd (procxy� or iupPFy) �ipinq s�.a�ns. C �t1yd Ns�ua,se�pie CenduN+-Nan2 i». diem ;oi sr►u!ta) 3che,�ul. i0 P�C cond�iit ina�alled in •acs�cdtr.oa �eithF,rtiek $�7 of t�e Natio�l �Iacnical Wde (NFPA l�o.'iU). 'o Q Ae�ryl�t�lk l�nlodNtie 8lrerne fAHS) rips-;Voir )-1,� iti. �iy:s (or ueolle� Schaluk�f0 anlld eon ot ceUular, core !►BS pipe for �tc �a ebxd (proeeaa or suppt7r) w tirnted (�:�in, wasar or vent; ripinQ sYeums• ' B. Eleurkal;Y�I�ta1Mi:'lh41n��.^1'�}h-t`iwni-7141ndlam(ozwnehar}'c�'2,`['inatal!�1�n�ewrds*wswith.VUC1a331oC�k�NaK�xio) . Elecnieol Code (NFP� No, 70), 5ee Ti kstrial 1Voamaallic'Ii:bir.�e (FE;EtI� cero�orv in :i�e ElcarieaF C�.Quuctio�: Mued�l,• Dita:l�y for nunes of marw:acw�cs. !. 1?;tt,uMa orCw:+y Me1rr1�1• •• C�uIY - �bn ti8 fn. �1lnlenrvs �1 e�upc s�tPliexl whhin �s�ulu:t, o�h w��r. b� �rt� or xa�i. Mia 1M in, dMm berd of ewik.pplied p gyp�m 6wtd/per�m inatface ac poin+ eon�► loc�ttia� or► both �iCal of �w11. Mh�naola 11�inln� � A�. Ca - IC i SW8 +�esring tt� UL �eadCacat{c� Muking . +�a�o�g tll� L'L Liatjeg Mark 'hk matwlol�t e�hoct�d br 7N i�n P�ale�lion P�aaucn Irom ih� 'M0� eJifiQn of IA� UL Rn A�Woau Direcla i•� , fd�syu1('y��,,7� i.r.en�k;;a !" u1Mw�n;•• Y:•�17;a �ri�flTL^A.'."u••S:"a: �: • �" 'i !^,;-�.�'::::L:.�ain .f:�,':��%� v••r• �' ryy��1q� nq��',�r Y,�TK,",ii� Ff : � .�R^�i��•�: ,;i .�jx� '•g.:•. ur.n.�::.� . �:i< �.I�i..i#Y�� ,!��„y��`..5.�_•;:;tl.:.�:�."i::«;�: ci . +: •�•I.: r... i.:• 00 ,.�%r�` • G►EIo�'H►viac.�'fafom�'o'r1*o.p0-34`=t�6T.•:. 60 3Jt�d l�1Nf10�QTW 0L5T9z60L6 95�T0 900Z/5Z/E6 � ..•�. � • 3yat�m No. C-AJ 2s78 � luoeZ002 pRas�g-2lir 'tRatia;—OH! .� �A Section A A Floor orwanAsunawy —Mio �an lo. ehldc se�tb� tsy�tapst�hc oraatm�� va�sbi (loo-lso pa) ooname. F1oa �nbJ�►nr�r alm ba conMtcted ofany�oio 6 iv�.9oek VL �tulfl� bollow�asA•c�st Canot'd� vtdb". Wi11 maq► aiso be owson�ceed ofuo� C1L Clwifisd Conctace�bClo'.l�uc disfi aia�eoiagS b�. . �ptl (�,OQ�l�bCk{ �(.�� 60d i�ldf�il CODtkOm � �� C0:lQ01b[ �1 �A�`'�� Iil(�Lj► �i �lD� Ofl'llalUi�S�C[R. 9ted BM�re (Opdaeal)—No�m 5 ia, dieQn (as �Mlla) $chcaule ] 0(a�h�avirt) a�o1 �eevn aat os g�out�d 'moo iloar or.reA �embly. Stal akeur tmy bs iA1t11ied fluch ormry p�cged maK � 1ia� 1�l�d Ibe floa orw�ll �safAal� Th�vusb Pr�draote—One or more aoamet�llic pipa, oopd+elcl aT �ubes msWka emoe�btieNh a aoac�alaUy a,chm opmm�.,�nqut�r �p�es bem�a p�n �dp�dpb�ty pfopaiia� ot �ieavs tbtU bemin a� V4 ia. to ma 2 ia� Tbs �eo bs�reaa p� 96�U 6e�in of �/4 ID. to mmt 2 In. Pme�nts tobe ri�dhr �+PPq� aa 60� ade� oifloaa o� wdl ummhl�r.'I'be tblla�win� typa pad �a alpeneu�uok meD' bs � a�� ritls (PVGj p{p.—rmm t-tn in dims cor a�� s�hedala eo mua core pvc plp. ibr�e ie oloka cP� ��r� orvenE�d (deoto, w�ste ar veuti i�Pa►6 �� B. R��d No�c Cen�uMr—Nao 1-I(� ia dlua (or ap�sila) ScJ�ediile 40 PVC ao�rt im�aUod m�ca�debCS wiq� Article 347 �f thsN�utiatai HerAlqlOoee ii�FpA No. 70), . C, CWotinrl�d POlyvl�yl C6lotide (C�'VC� Piy�—AT� 1-1 i1 m. di�d'� (ol' 1�tla� 8D�t13.5 (�VC pipe for use ia olasd (pmerss ar NPV1!►) P�P�i aYot+e�n�. D. CtOplial� ��ril.ae A'8�X1 Z1i0ta$—Nam 1 in. diam (0! aneqeq SDR 9 PEyc mDia¢ fbr we ln cla�ed (p�oa�s orwppqry as vaffsd (d�n„ q�ete or v�nti P�P�B � Ft►w�top 6�eea� —1]�e dnuU of �hc flreaop ry+aam �ba1t be as followx A. puwnQl��erul-b�ln3 h�. �Ic9axss ofmin 4 pdmluec�] wuW I,au In�uLdon?lem1Y P�QDi� jjj1° c+l�uin� as a patmonau Lana. Y�io6 mi�iel to beree�d flrom O�D �fue of floo� or eoy edoe of �leev�e ar fmmboth &�cfims aF�wil orborh erds of �e as rapMed t� a�oaoibe �. t�equir�d d�ialmetr of fill mr�rlal. 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Floo�ee�A«u�Y—�'e t� f� rd�aoua�e �oa.l�ea ja�t P�oar i:a�in� �anbo►o6Ut ae cam�auovd oPU.es�erw. md f� dx m�deslxtbe� In tbe indivld+�l C�300 9aries Derlitt M dte UL Pits RdfM�aoe flce�eotl� at �sed below: p, �loodn�—Norp�il a C.ishhrd�t oomoiam M�fi� no �bs it�vidw14S00 9r►iee Dedge►. Max dima Qtopaoin6 i� Z�a B. Jo3�r— Sa�l jos� a So�du�l St4W Msmoa�" as �eat�ed m�e �l�r.► asoo S«� �s� C. (�y�pp Do�ed* —M+�► Sl8 i�. tldek, �� s e� �if i�d'm1Ma Indivi�l tiS� 3mie� D�iso. Max dloa of opeoing �S Z!n. 1. C�aMelr�Pob"N14�leN(�'IbOM�—ooepantlu.�(ocmn��hdwo��6�°e wPP��'�"b^'.� insalkdeonoamlal�aaoom�Y oo hWl1 ddcaofaocl►�eila�. p.iphayotopam�gm wmin 0 �n. (pomt000l�tlm►oa� �tin. �b�asb �r�h � _. �.�idd er ca.I� 1►r.u�aL• —Cw6� —l�0 3iF� 9a 9aolae�es of atalk eppliod wi�ia mW1us, l�uh a�k toP �afice of floor. I►�tl S� in.f�da�ico�es dwo�ik mDPikdwlthfn �t*►tNThwlthboaan aafiosaPcr�pq�. 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TT 3�d h1Nf10�QTW 9L5T9Z60L6 €5 �b0 500z/5T/E0 � � �--A . • Sysbem►1�Io. �'-�-7005 , . �� rri.dn�.- t Hr T Reeprt�- I/4 Hr l� A Sa�don A-A �, �cai.r�—��aea�e.ma�ooa�oeema��o�r-�o�c�i+o��►�uueoo�a�oa�or�,�a.;.►. �mdfi me ma�cr ae�aib.e ladu mefv{dttel C�loo seria Ded� b�e v� �te &aleb�Dh�orl, �c �a belav: A. �U.e�sR-uaraa�l at�6�9� �►�" °i ��0a io d+e mdl�ria�l csoo seam uaip�. aK�c aVm ofope� ie 1 � uv. H. �aieb- 8eeei jo� vr Sonw�otd Seee1 A�eeobQe� �s �paif'�od in the hidivi�ul tl500 Sa&s �" C, 6yp� 8a�d' -l�qa SB In. �lah, e�armoh� w t�rrloB ch�anob u spadfledfo �o ind�l�+l C�0 Sai� Uoi�, Max dl�aoiopadnE � 1! lo. Z. HE�ei Aaet-Nocai 10 in. (��1�. ?'4 �(u�heavle�) e�od du� ao be I� a�a1' �b or �aiadh..)mta apbning.'C1�e �vro1r �p�ee between �� p �! be �rll be mM Q in. (paint oonmcq m ma 1 ia. Dn�t mbe Ce �i�r �uppoaed oa bofh �lde� areooe 'J• j�t 5i18 i�. �14� pfe,�u4clp�kd*w� �oe►oh� $�k �h b0lmlp ��t�$- � V � bEtd df �111k�i�Nld sc poin! eot�ac! ioatiaor rc d u d M a a r i� f m l Y w a► b P mfio° ofMoe ond a duWoell� IruorficG 11�iP�!'A11�ak11�C�.-IC 15WB •�esting �e U ,L q�ifir�tio� Melorag f � 0 �a �o � � � � 0 � � � � N O 0 O � � .� v _� .Q � W � � ti � � �..i i6b 1�oMtid �os wtdd�d 6� 8M Ft� h�ndleA Modu�b (nA i1710Ux �Nol1 � 1M Ul Hn Aalqom WrA�e�. , �:--- � : =r'. • .r ;- ! 1 .M4':•"� �'�J�� '�• �y' w .st,v��. i f yT m :i 'y�=a-� '+!r S'; 'i`1: ..,�'� ' �� :� I f. r4..:e: ifi " � . . ' . ' . . � .S.'l�..' . . � ._..� �. ' 141i,.. .•i i �T `•• - � • ' . . . . TT 3�d h1Nf10�QTW 9L5T9Z60L6 €5 �b0 500z/5T/E0 . � � Fi�re Barrier IC 15`VVB Se�lant Product Data 1, producf Dsscription 3M'° �ire sanlar IC 16WB SselQnt is e�etex seo�ant deelgnea tor ��9e ea a one�art ttre, smoke, nox�oU9 qeg and water sealent. In adaition, the t,niqub intumascoM Droperly o( thls mdterial (expands when heated) means thet as 1he non- combuslibla p�pe, ceWe or plpe �nsuiaiion is �onsumed by Xre, �salaM expands 10 mah�tem the penetration �oi. IC 15WB seal�t features supe�o! ac�►eaorl strenpth, seelant rN1e and no-sa� application with Ut Classfied tl►e protectien systems plu� c� halagen-free lormula. 3�M Firo BarriK IC 15W8 Sealant can b� Insta!leC with a st5mdard eaulMn� gun, pnoumaC�e �umpir.g equtpment or ic can bo oaslly epptled wlth e putty kM�s or trou►sl. �ealsn� bonds ta plrpsum wall• boaM, concrele, metals, v�ood and c�ble �ecKet�Ig. No rni�dnq ie reqtlkAd. To01 Wilhirl o m'tnut9s of Applicador�, i� requlred, 31A�Ire Bal't'leT IC 1SWB Fe,tuwe . Water Bese: Easy cle�n �p. no speclal h�n��ing, roufine di3posal. � Intumesce�t: Expand9 when i1ealod to maln�aln eenl atound itams �vnsumad by fxe. • �ndothormic: Absorb3 heat 4rtet'gy, fAlsasas ch•mically bCUnd wate�. • Thlxotropic• W{�t not sag ar run in overhead or veril:ai appGcalions. • Nelogen-1ree. + Fast dty: Tack-tree in approri- .. mately 8 to t 2 minutes � 73"F (23°C). � pel�tab�e. Best resul�s obta�ned aiter 72 hour c•�re. • M�n�mal ahrinkstgg. • Yellow color. • weter sea�; Sesis ag9lnat inaclva►lent v:ater soiUs in the uneXpended �tate. � • Hiflh sAetartt rate: 2000 pimir�. witn Si4 ln. �6 m�n) noz�is. � pokri conta�t ailowed. • Conlin�aoub Opereting Tempe�'ature not to exCaed '20°F (4!i"C:). Se�'�S�p�F4 C 3� fl{,�, VG'ID OR Ca1Y1� 41ATEFL�ALS FOR UDt IN! T�pOUQM•►!roe'MI IW7 fp16STOP SYSYCN'J. 8!! UL D'AEvTORY VF �RUOUCiS �NMTIFIEO roR or,w�� rw u� flAe nes�s�r�oe p:Ae�roNr sa„a. 2. A�plicetions Usv to soa) blank open�n�s and penelrating iieme egetnst the paaaa�ge o1 tlame, no�doua gas, ymoice and waler. Neatorss Ti►e rated construcllon to ong4�ei Imegriry. 3. Physica! Propertiea u�� u�� Volum� Ctn. 10.1 . os. (0�4 �) Cenriaoa 'i s.2 cu. In. �2sa c� . omt � 20.0 fL OZ,10,b91) SausaOa 36.0 CU. fh. (591 cu. cm) 1 �7.D (l. oz. (o,7A �? carniaoe 4A.? cu, in, t:�e. cu. ��n� 1 4.:i g�llort (� r,u Ly pac 103J•0 ou. ir1. ( I�oa� o.+. c,n1 � 50 3Jdd J�1Nf10�QTW 6L5Z9Z60L6 95�Z0 500Z/9T/E0 • 4. Specifications � ProduCt The iireslopplrty sesient sh911 be et ohA•pan, ►ntumescent, latex elaslon�r, The seala�t shall be capable ol expanding a minimum of 2 times at 1000F. The materiai shail be thixatropic and be applicable to a�erhead. vorGc�l and harizo►rtal tl►QStops. Tnc� �Palant shell be I�sled dy Independe�l tE9t e�enCl�s SUCh es Ul, FM or OPL and be tested to, �nd pess the cri�erla oi, A9TM E 81� Fire Test, tested u�der poslti�e p�assure. 'Tynically Sp�Cifi�a Divisi0es Div�eior 7 T+�ermsd and Mo;sturo Proi�ciion 07&10 Firesfvpp'tng 5. Per�orrnance A.lypic�� Physlcal Properties 7adc Frov 11rtw jASTM C679-87): Expansion a1862°F (350°C): Colar: Density Adh'esion: Appiic�Attnn: Duror�eter (hardness) Shore A: 8olids. VOC� Odoc: Flow Rete: aSTM E 8d: �lame Spreed, SttlOka Uavelopmem: 6oelnq Flow (Sag Charec!erlstics): 8 to i2 minutas 073°F (23°C} 2.0 Yellow 1Z,a Iblgai. (1.43 k4�Jl.) Very �oad on eq oonstruction 9uAstrates Geuik guns, rrowel, spAtula, presaurized pumps TO 80°S by weighl 0 P�eesent nor+•►rricatrng 200p �enta/min. t�om 1/d M. (6,35 mm) nozzie at 50 psi TBD TgD <2 in. !S,Ob cm) 9. Fi�atopping Propertles Movts the criloria of AS'i'M E 614 F)re Tes�, resred �nder positn►e pre�sure, Co�sult cu�ront UL �ire Rosiotance f�i►CCtOry 1of syslims 11516d :mdef 3M F'roQUC1 C�IiNK. 90 3JGd Jl1Nf10�QTW 0L5I9Z66L6 95�T0 900Z/5I/E0 • 4. Specifications � ProduCt The iireslopplrty sesient sh911 be et ohA•pan, ►ntumescent, latex elaslon�r, The seala�t shall be capable ol expanding a minimum of 2 times at 1000F. The materiai shail be thixatropic and be applicable to a�erhead. vorGc�l and harizo►rtal tl►QStops. Tnc� �Palant shell be I�sled dy Independe�l tE9t e�enCl�s SUCh es Ul, FM or OPL and be tested to, �nd pess the cri�erla oi, A9TM E 81� Fire Test, tested u�der poslti�e p�assure. 'Tynically Sp�Cifi�a Divisi0es Div�eior 7 T+�ermsd and Mo;sturo Proi�ciion 07&10 Firesfvpp'tng 5. Per�orrnance A.lypic�� Physlcal Properties 7adc Frov 11rtw jASTM C679-87): Expansion a1862°F (350°C): Colar: Density Adh'esion: Appiic�Attnn: Duror�eter (hardness) Shore A: 8olids. VOC� Odoc: Flow Rete: aSTM E 8d: �lame Spreed, SttlOka Uavelopmem: 6oelnq Flow (Sag Charec!erlstics): 8 to i2 minutas 073°F (23°C} 2.0 Yellow 1Z,a Iblgai. (1.43 k4�Jl.) Very �oad on eq oonstruction 9uAstrates Geuik guns, rrowel, spAtula, presaurized pumps TO 80°S by weighl 0 P�eesent nor+•►rricatrng 200p �enta/min. t�om 1/d M. (6,35 mm) nozzie at 50 psi TBD TgD <2 in. !S,Ob cm) 9. Fi�atopping Propertles Movts the criloria of AS'i'M E 614 F)re Tes�, resred �nder positn►e pre�sure, Co�sult cu�ront UL �ire Rosiotance f�i►CCtOry 1of syslims 11516d :mdef 3M F'roQUC1 C�IiNK. 90 3JGd Jl1Nf10�QTW 0L5I9Z66L6 95�T0 900Z/5I/E0 Y . • • � � �e'��.' � �y �.....� . � Departinent of Community Dieve%pment Bui/ding Safety and Insperlron Services 75Soulfi Frnnbge Road �ai/, Co%rado 81657 970-479 2138 FAX 970-479 2452 wwrv, vai/gov.mm BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: FAX #: Contractor/Appl ica nt RA Nelson Mike Graham 949.4379 NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: Architect Melick & Associates proj#Vail mountain operations offices 303.534.1931 3 Chris Gunion, Building Plans Examiner 02/04/2005 605-0010 450 Buffalo Properties LLC 450 East Lionshead Circle B I�C! c�r0iy II-A existing existing The documents submitted for this project have been reviewed for compliance with the The 2003 Inte�national Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Plumbing Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The fiv//owing ctiminents wi// ne�al �v b�e addresser�l prio� t� issuanae ofa bui/ding► pennit; for processing.• • Please submit two complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond�in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet. detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the buildina permit application number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. For commercial or multi-family projects all sheets of the plans must be stamped. I , w � � Comments regarding code questions from Chip Melick, Enc%sure of the west stainvay.• The west stairway does not require a 1 hour enclosure per IBC 1019 ex. 8 provided the second exit stairway on the east side is enclosed as shown on the plans. If the west stairway is re-designed, please review exit discharge requirements at the bottom of the exit stairway and handrail/guard provisions in the IBC. A 42" guard is required on the open side of stairways. Handrail height is 34"- 38". Using existing stairs for exits from the second tloor.• Please verify existing stairway dimensions and show on the plans. The existing stairs may only be used in the proposed new construction if they comply with maximum rise height and minimum run dimension provisions of IBC 1009. Archit�cectural Comments: 1 The original building plans and building permit show the building was designed, constructed and approved as a type II-ihour in 1984 (II-A under the 2003 IBC). Amend construction type listed on sheet A0.1. IBC Ch. 6 2 Amend demolition plans and building cross sections to clearly show where existing 1 hour gypsum board ceiling is proposed to be removed. Show 1 hour roof/ceiling arid floor/ceiling assemblies at new soffit and ceiling areas. (IBC table 601j 3 Amend plans to provide second exit door for the east conference room area. The (E) stair 103 is not an exit. The stairway accesses the loading dock only. The common path of travel from this area exceeds 75'. (IBC 1013.2) 4 Storage room 204 is required to be separated by a 1 hour fire barrier per IBC Table 302.1.1. Please amend plans to show full height 1 hour walls at the storage room. Specify door 205 as 1 hour rated. Sheet A2.2. 5 Amend detail 5A7.4. Plywood floor is not permitted in type II-construction. (IBC ch. 6) 6 Please clarify fire rated doors on the door schedule. Please list as 1 hour or 60 minute etc. 7 An accessible route to the building entrance is required per IBC 3409. Please include a site plan to show the accessible route to the building. The existing ramp connecting to East Lionshead Circle appears to have a curb at the bottom. A curb ramp or other means of access is required per ANSI 117.1. The existing ramp also does not have handrails and edge protection per ANSI 117.1 1998. 8 Revise bottom handrail extension detail on stairway sections A7.3 to show handrail to continue parallel to the slope of the stairway for 11" past the first stair riser, then horizontal for 12". Details show the horizontal extension occurring at the first riser. Refer to ANSI 117.1. 9 Amend floor plans to show the location of the existing standpipes and fire department connections in the proposed office space. Coordinate access to the standpipe connections with the office floor plan and Town of Vail Fre Department. Mechanical Comments: 10 HVAC ductwork may not be located in the fire rated exit stairway enclosures even if fire dampers are provided. Penetrations into exit enclosures are limited to items listed in IBC section 1019.2. Revise plans accordingly. Sheet M2.0 r , • • �lumbing Comments: 11 Specify trap seal primer valves to be installed at bathroom floor drains FD-1. IPC 1002.4 Electrical Comments: 12 Amend sheet E2.0 to eliminate exit signage to the area labeled as east stair. This is a stair to the loading dock area, and is not an exit. Please refer to the cover sheet for information on resubmitting plans. In order bo avoid delays in issuance of the building permit, please check all requested information is included with the resubmitted plans. Chris Gunion I.C.C. Plans Examiner Town of Vail Building Safety and Inspection Services 970.479.2369 cgunion@vailgov.com F:kdev\CHRIS\PERMIT.COMMENTS\BOS-0010. DOC , " � � � . ( ' Confiirmation Report— Memory Send Page : 001 Date i Ti�e: Feb-04-05. 02:29pm Line 1 : 9704792452 E-aail . Yachine ID : TONN OF UAII COI�NINITY DEVELOPYENT Job nu�ber . 759 Date . Feb-04 02:28poi To : E99494379 Nusber of pases � Start�tiae End ti�e , PaQes'sent . 003 : Feb-04 02:28p� : Feb-04 02:28p� . 003 Status : OK Job nu�ber : 759 *** SEND SUCCESSFUL *** a�a..a�sr..,r os�vswssw�b- aevstaw�,erss ewv✓kraev s�.a�.�a�r.�a� s.� � 73'snt,�, .9o.,�P. Roi.�d l� GbNOV�Of� B26.T7 � 97l7-f7942138 fS�IX �79ti2�R'S"l . wrvw. v cnvn �� ±�P!�? QAl�ETY ANQ�N�PEG��ON �ERVIG�� P��N R�brEW CAMMENTSs T�Oa � �Gt I RA Nalson Mallatc aa Assoctefies Mflcie 6rahwrr� proi#Vatl mountaln oparatlans olTieas �AX alir: 949_4379 303.534.1931 N<fM6ER Op PAOE!"is 3 PROMs Chr1s Gunlon, Bullding Pla�s L�caminar pATE: O?,/04/ZOOS dIJZ1..�INO P�RMiT a�■ BOS-DO10 , OWNSRf NAMle �50 BufYulo Propariies LLC !'i,iTS AD�RES�� . 450 Es+sC LJOnshsad Girr-Je OCCUPA/VCY aRO�1Pt d TYPi OP CONiTR�lCTiONt II-A NUMSlR O� fTOR=�d■ �xts19n9 ' dlJ=�INa AREAs e�dstinp Th� doc�im�nts submtLttd fbr thls pro��tt hava bssn �avlewad !or compllanc� with tha The 2003 irrtematlonel Buitdiny Coda� 2003 International Re�td��Ytal Cod�, Z003 Inbemsttonal Me�anical Code, 2003 Inbemstlonal Plumbin� Code and 2002 Natlonal Elecbicai Cod� as modifad and sdopted by the Town o* Vail. 771r fia//fvw�/is�p c�ov�si�av�ar s+N// nwd in t'wo sddr�ar�os+eia/tsrlor �v 6oRwisw o�s b�!/dl�y pw�sn�s fiarpriaass�✓ng: • PI�� e�bmit tti� rom.+�lwt1� s-��°- e7' r�vt-�d onnstn!ctlon d��menTS corr�inino trie r�o��se�d Informatlon with all utan dnn te�e�n� doud�d or otl��rwisa ideMiffed_ � .,. , u Confirmation Report—AAemory Send Job nunber Date To Nu.ber of pages Start ti�e End�ti�e Pages sent Status Jobj nuober : 760 � . : 760 . Feb-04 02:28pm : a913035341931 : 003 . Fab-04 02:29pm : Feb-04 02:31p� : 003 : OK • Page : 001 Date � Ti�e: Feb-04-05 02:31pm Line t : 9704792452 E-�ait . Machine ID : TOWN OF VAIL COIA�IITY DEVELOPIENT *** SENDSUCCESSFUL *** ar,A..a,,..,r arcu�,�,,�- a�wov...�+t er�o� Al�ir_�1r.,pwGawn .s.r.�c+:: . TS.aorrEh �ovstapfir /�Oard , . t9� �id� 81aT7 . � S7lt479�Z.198 . frlX 97D-�7'p+�/CT2 waViv. Vi16�IDV.c70VS/ � r.��e� ew�+'v w��r+ =NSp��"'�'� N��eRV��`�S P�N R�RHW COMMlNTlia T07 �nt1'ac-bor/Ano i �r.t �� RA Nelson MNick � Assoclatas Mllc� Graham projalRVaI1 mountaln oparatlons ofPices �AX �7ks 949.4379 303.534_1931 Nl1MStR O! PAGBSz 3 � �iOMs Ghris Gunion� Bullding Plana F�caminer ow�rs: oa/oa/�oos d</AOINii PRRMIT ilts BOS-Od10 pyy��R� ��y�= . 450 ButFalo Propert7as LLC g�-E ppp�i 450 East Uonst+ead Clyde OCCIlPANCY aRI��JP� 8 TYPt O!r CONlTR�7C7Z�Na II-A N�JMB�R O� iT0/l==Sa exlslinp B�JILDIN�i ARlAs existtn9 I The documen#s submitt�d f�or thls projac! hav� b�n rsvlewsd f�or compilsnoe wltF� the Tha 2003 Irrtoma�tJonal Duitding Cod�, 2003 Inb�matlonal Rasiderftlal Cods, 2003 Intematio�al M�chsntcal Coda, 2003 intematlons�l Plumbin� Cod� and 2oOZ NaCions! Els�trical Coc�e as modtflsd and adopt�d by tliQ Town oP Vail. 77Y� Aai//fow�i/ay c7ar�imMLS w/// �d !b las �e�fel�ss�dpir�fav' Lo lae��ws�p ofa bu//fd/i� �svs�s/Yi /�o� �o1lt�c�rsdiiy: • --- bmit i��a cvmola-+�� -'^� nr ��a�� mnstr�cdon doc�er�nts c�n�lninn tha r+eoues�d IntSormatinn wittt all �nfan r�viston IESm� �lovdad or athw � Plas� ---�nd•In �:sri na tio mc� cnmrmant bn,s marldno th� attac�+�d Itst or ��atno a rasnons� , M E k� 1 C K A S S O C 1 A T S I N C � • ■ ' :� February 11, 2005 Town of Va i l Department of Community Development Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 Re: Vail Mountain Operations OfFices Building Permit #: B05-0010 Aitn: Chris Gunion, • �IC@ CO�y In response to your Plan Review Comments, we ofFer the following: (Item numbers correspond to the Plan Review dated February 4, 2005.) 1 2 3. 4 5 � The original building plans and building permit show the existing building was designed, constructed, and approved as a Type II — 1 HR Building based on the 1984 UBC. We propose to reclassify the building as a Type IIIB/ Non-sprinklered building based on the 2003 IBC. A Type IIIB allows a maximum of (4) stories and 19,000 gsf for a B occupancy. The actual building height is (3) stories + a basement and the actual area is 6,410 gsf per floor which falls within the allowable area of a Type IIIB/ B Occupancy building. A Type IIIB construction does -,.. not require ratings for the structural frame, interior bearing walls, nonbearing walls, floor construction and roof construction. The existing construction of this building meets those requirements. The required 2 hour separation between the S-2 occupancy and the B occupancy will be maintained. The owner understands and has agreed to the construction type reclassification. Construction Type IIIB does not require rated floor construction. Rated floor construction and wall construction is shown at East Stair 200 to maintain the 1 hour shaft enclosure. Re: Sheet A2.lA: The furniture plans have been revised. The travel distance from Conference Room 100 to egress Door 101 is 73'-0". Re: Sheet A2.2: The walls at Storage Room 204 have been changed to wall type W1A (1 hour rated walls based on UL#U419). Doors 204 and 205 have been revised to rated doors w/ smokeseals and closers. Refer to Schedules on Sheet A10.1. Re: Detail 5/A7.4. Type IIIB construction allows ".....interior building elements to be any material permitted by this code." per 2003 UBC Section 602.3. Re: Sheet A10.1: Fire rated doors have been noted as '1 HR' on the Door Schedule. A R C H 1 T E C T U R E I N T E R 1 O R S P L A N N I N G WWW.MELICK.COM 45107 6FNESEE TRAIL ROAD SUITE ONE HUNDRED ONE 60LDEN, COLORADO 80401 T F L 3 0 3. S 3 4. 1 9 3 0 F A X 3 0 3. 5 3 4. 7 9 3 1 . - . 7• 8. 9. 10. 11. 12. • • Re: Sheet A0.1 Vicinity Map: The accessible route to the building entrance is shown with a curb cut to East Lionshead Circle as detailed. Re: Sheet A7.3 Enlarged Stair Plans; Plans have been revised to show proper handrail extension. Existing standpipes and fire department connections in the proposed ofFice spaces are located on the Fire Alarm drawings, Sheet FP1.1. HVAC ductwork does not penetrate the rated enclosure at Stair 200. A (1) hour rated floor/ ceiling assembly has been specified at 8'-6" aff at the exterior entry to Stair 200. The HVAC ducts run above this rated ceiling. Refer to 2/A7.3 Stair 200 Section for clarification. Trap seal primers have been specified to be installed at bathroom floor drains FD-1. Re: Sheet E2.0: Exit signage has been removed from (E) Stair 103. Additional Information: Per IBC 1019 Exception 8, the west stairway does not require a one hour enclosure. The drawings have been revised to show this. 42" h. guardrails and handrails will be provided by the tenant contractor at Stair 203. The drawings have been revised to show the scope of work of the tenant contractor. Refer to Sheet A2.1 Stair 203 and Sheet A2.2 Second Floor Plan. If you have any questions or additional comments, please give us a call. Thanks, �d.{�1� Q /�-L�'' Laurie Kohler Melick Associates Attachments: Summary of Drawing Changes Cc: Todd Goulding, Vail Resorts Development Co. ,�,��,,��, .�� pF CO�� , �• . . ,,... ..,. ,� � Q, . • - . : y : ' �RICHARn P.� '•; O ; . : MELICK, J8. : : : - . . • � - . . . • . . ; ��, '•., 3A325i •� ; , .,. ... . ' '� . .��,�S�D . A�G�',,�. �'•�•,��...•. �■ .P ' ' • • Summary of Drawing Changes Sheet A0.1 Proiect Information Sheet 1 2. 3 4. 5. Re: Code Review/ Construction Type: Revise existing construction type to Type II-1 hr/non sprinklered based on the 1984 UBC. Revise proposed construction type to Type III-B non sprinklered. Re: Code Review/ Allowable Area & Height: Allowable areas and heights were revised to correspond w/ construction types. Re: Code Review/ Accessibility Requirements: Add an accessible route and handrails at existing ramp as required per IBC 3409. Add: 1/A0.1 Enlarged Ramp Plan. Add: Fire Alarm Drawings to Drawing Index. Sheet D2.2 Second Floor Demo Plan 1. Clarify extent of existing floor/ ceiling assembly to be removed for installation of new Stair 203. Sheet A2.1 First Floor Plan 1. Modify Entry 118 and Stair 203 as shown. One hour rating is no longer required and has been eliminated from this stair. 2. Add walls at new Office 101 B and new Door 101 B as shown. 3. Revise location of power drop. Coordinate w/ revised furniture layout. Sheet A2.lA First Floor Furniture Plan 1. Systems furniture layout has been revised. Sheet A2.2 Second Floor Plan 1. One hour rating is no longer required at Stair 203. Revise per drawings. 2. Model Space 206 and Tenant Space 207 will be completed by the tenant contractor. This includes interior face of gypsum board on non- rated perimeter walls, interior walls not currently shown on plan for model unit and ofFice spaces, ceilings, and all finishes. 3. Doors 203, 206A, 206B, 207, 208, and 209 have been deleted. 4. Storage 204 must have rated walls and doors. Revise per drawings. Sheet A2.2A Second Floor Furniture Plan 1. Systems furniture layout has been revised. , ' • .' d Sheet A3.1 First Floor Reflected Ceilinq Plan • 1. Revise sofFit locations, lighting layout, and difFuser layout as shown. 2. Add ceiling type C5 - Existing gypsum board ceiling to remain; patch and repair as necessary. 3. Delete suspended light trofFers from Light Fixture Schedule. 4. Add surFace mounted light fixture to Light Fixture Schedule as shown. 5. Delete exit signage at (E) Stair 103. Sheet A3.2 Second Floor Reflected Ceilinp Plan 1. Add ceiling type C5 - Existing gypsum board ceiling to remain; patch and repair as necessary. 2. Add ceiling type C6 - Existing gypsum board ceiling to remain; tenant contractor responsible for finishing ceiling. Sheet A7.1 Interior Elevations 1. Add 3/4" plywood backboard at IT Closet 110 per 3/A7.1. Sheet A7.3 Stair Plans/ Sections 1. Clarify handrail extensions at 1/A7.3 Stair 200 Enlarged Plan. 2. Clarify location of 1 hour enclosure at Stair 200 per 2/A7.3 and 3/A7.3. HVAC ducts are not penetrating this enclosure. 3. Revise Stair 203 Section as shown. This stair is not required to be rated and the drawings have been revised to show a non-rated stair. All interior finishes at stair will be completed by tenant contractor as indicated on drawings. Guardrails and handrails at Stair 203 will be provided by tenant contractor. Refer to 4/A7.3, 5/A7.3 and 6/A7.3 for revisions. Sheet A7.4 Details 1. Refer to 1/A7.4 Stair Handrail Detail; the guardrail and handrail will be provided by the tenant contractor. 2. Add Detail 6/A7.4 Exterior Handrail Detail. Sheet A10.1 Schedules 1. Revise hardware at Door 101 as shown. 2. Add Door 101 B as shown. 3. Revise hardware at Door 115 as shown. . • . � r .` .. 4 5. 6. 7. 8. 9 10 11 12. 13. . • Revise doortype and hardware type at Door 118A as shown. (No rating required.) Revise Door 202 to non-rated door as shown. Revise Door 205 to 1 HR door and Hardware Type 8 as shown. Delete Doors 203, 207, 208, and 209. Delete smokeseal from Hardware Types 7 and 9. These doors are no longer rated. Add OfFice 101 B to Finish Schedule. Revise finishes in Entry 118 as shown. Clarify that all finishes in Model Space 206 and Tenant Space 207 are by tenant contractor. Clarify that all finishes in Stair 203 are by tenant contractor. Delete OfFices 208 and 209. FROhI. : M�lick Associates,Inc. °' Idl l l!! lbbb 11: bYi y Cby4y 4 ; �. . � FAX N0. : 3035341931 � Jan. 17 2005 06:4�M P3 Ml�ll.� I�WEL.L � NAt� d1l b� A I► �� l��o�xroe � Ne�well F�, Ir�c. DCCC!lY�C7 � �, �003 � V� �CBOL'�S Ii�V6�t CO3YL�Ily ��, Co 81�0 ' ��rC� ��: �_ �ria r�� Ra: •'YYee Topc Pls�ss, Vaii, Baglo Couuty. Calorado (M&,N #6255� C�ea�tleone�: � v�il. Cv7oado Denrcr, CaJo:ado Cfl:on. Calor�ao • .- ,A,6 �nsquestod, Monioc &• Newe�1� �t �. rec�dy oouducted a b�niaf obeavsti,on of the build'atg, l'n additian, w� lxiva re�c►�ie�wed a set of stivctural drawninp dated Augoat 16, 1984 for t�e pzojeot. ?Le purpoac ofa�a obse�tioa sn,d reYiow �cvas to provide our opmian of tho s�vcbm�al conditica of the b�lsbag. Tha b+u�diag is �e ]eve�ta plus a mezza�ine. The lower lw�e1 is packing aratti slab-on- gc�d� oon�u�ioo. �'w►s second level is p� on a p�eoast double teo f�oo� framia� sy�stem. 8oth o#the,�a 1evels are belaw ��dC an t�e e�ortb� ride of t�e buildfa,g. Z'ae thi�d lE'V1C1 IS 8� p0it00't" OlOYitlOA OLt t�1C a0�l1 �CC �d }1�i t10ldl tiSOd 60[lCtiil. ThYi f1G02 i� framod vvith ateel bemas a�d coluau�s s� stoel joista aad a coaic�ere sl�b aa metal deck. T�c �e was also •�sed for xetail, is �ccested fr�a the, third tev�,, is wbout one-thirct the sia�t of th� tba�d lave� � has't6ie saine typo of �oo� framin8 system. The xoof ig fic�a�,ed with �oneatl deck oa ateal joiata s�epported am stool bi�mms a�►d. colutin�as. 'Z'he north ��out�, partione of the roaf tlopa with the c,e�ntar satio� bpag fl.at. T,�e e�ct�eriar of t�ie bnildin� is stucco aad cte�&o�nt. The foundatio� wall� ex�osod ia �t�e parkmg � st�e c�inrpLc,e oonerae. 7�etal suppoxt is pc�evided by (� bTaciag st each emd of the buildiag. ,�.�r�..�r...� ,r.ar�..t.w«.a 71r NYN.r MIMdMMiKCo wwa. moaros-n�wrr{l. com 70 Stn�hreprk Rorei • Suitt t0�i • P�O� Box �597 • Avoa, Colo:ado B3d20 (97�) 9�i9-7766 � FaiC C97a) 9<9-i054 � arnaii: YvVn�Pat>A[OC-A1CwCIL.com FROM : Mk'lick Associates,Inc. FAX N0. : 3035341931 � Jan. 17 2005 06:42PP'I P4 � 0:117/Z08� 1 Z: 5�{ �J tbya�: e; � � . �.� � _ , .... . �aaed on aur�rief obse�vation t!u �tru�ct�tral8�a�ue of t6e buildiaB a�Pp� ioa satisfac'tor�+ conditioa at thic time. � � Tttdro �S axackia8 in the third 1eve1 canctebe floaar s�lab. The crac�ss sppear old amd are aornaa� £or t6e coa�lcuebiau type. The peecast t�ors of tht �per paxlaa8 l�rel bave somc araeb� st the enda bClweeu � and arobs. This condidon u nat unaoma�n. T�e topp� oa &eae .tees is ia fair to poa+r condition. The acpe�ed �buad�ion walls ha�e a few vatical erac�rs which appe�r o1d, aad are probably S�om conorase shtloka�e. 'Tbe sLab.o�p�adc it in a�s�t�+o� coadidon b�aed aaa ita a,�e sad QwiitY• Our revi�ew of the existi� d�ocume�s i� t�et d�e Pro�ect st�d �s a tvvo le�vel p� �vctut�e with the top lavai expasod- The a,�c of this constractioa� is ual�owa. T!u drawings rcviawed are fo� ihc addition o!'t�e tbard 1eve1, ��ad roo� �uis wo�k was a��o�p�shed by �cidiq6 oae level to the md�f3ag fouadatio�o wsU� �ad iaotsliin,g i��teciat ooht�s thror� tho p� lovels to adw fioott�s below th� axlada� elab. Sonaetime piivr tu this a�ddition. tha nor8� wall of the parlci�� stcucture had apparmntlY scartad, to roq�a iawiud and it h�d ban bracod with a ee:ies of �ae1 buttrei�as. Ibe aew two la�val. antl ares plaoad a1oa� and above the atigi�nsl �U- The g�ecat noms an the dra.vviaga indicate the 19&4 sdditidn was deaigned f+oc tha required ]i've 1oads £ar � occupaoaci aad snow at the time, it u�t to not,e tbi2�t the dsoit�a Ioa�d reyvar�nant fo�r x�i� sp�ce ffi 1984 w� kss th�n �sembly (public) Jp�ce. 1ha encistiRg f�oic Tra�oairag ia probsbly not adoquate to support en esae�nbly li've laad thet ww�ld poss�ly ba reqma�ed for eucb� use� as ticbet aad ald achoal aal�e. The s�tail loedia� req'�ire'm�ai� howevtr, u�ec t�s tha! of o�oa. Re�uafoo�aa�aent af t�e txi� Soor fi� s�+� ��PP� ��bly losds would be obmglex, costly, a� wou�d. rcqniro t�a�ci1Y ctoeir� the upper x�ve� parldng. Our ravisw iuo�iicates the 5� systsui of the bai1�n� �mbsblY laolr� ca�P�tY ��Y sigmficaoo�t de�ee of addi�ia�oailloe►din& �► vart�al exp+t�e� of the b�nl� would 1�%ely Teqwire rdin�o�+ae�c,aut of �Sting iato�ioer ooh�ms. ad�g �.� foo�, �d the e� �ow�dstio� w�alls md £ootn� � would also raluiro oe�Plele reoonst�cdou of the late�at load i�eaictance �ystern. Totat reoan�4rncti�ooa. wonld p�obably pr�ve to be more co�t eft�cttve. �' � ha�vs aoo�y qu�eatio� or eomme�nt�� pla�e w11. v� �► �, � • •_ - :1 I -J' 1 �� ,. '`,��►i ,_� � l, . „. �! T r��, �� cuo� 11 : ob y 104799284 iF�E " FROM :Miehael e�+d Terri Hecht • FRX N0. :303Q429148 D+ue: Feb�rn'ry 2, 2003 0�'�+� To: Pram: Re; DC�r Sirs, Tho Town Of Vail � PAGE 02 Feb. 07 2605 01:15PM P2 �� Y .'ic�f IIrown. menager of thc Treetops C�ndos Miehael Hecht owner of thE Tr�etops retail spaccs Vail Reeorta Oper�tions OfTice Remod�l, (retai,l to o$ce space) Letter of App�val I b�ave covi�wed the doeuments and drawings that percain tv tho VR Opecatiotis Office Remodel dstod 1-28-05. I approv� of the scope of vvork to be perf�nr�ed. RA Nelson (the 4eneral Co�atraetor), az�d Vail Resorca [nc (tenant)� will keep us informcxi as to ar�y chatiges in the schcdulc and modiftcations on the plaun�. I understa,a;d that I have been I�►��d � attend the co�traeto�'s deiiy 7:30 am coordination meetanig9 starting Feb�uary 28, 2005 and Snishing Apri1 1, 2005, to bc hcld in �he office camodel syaeo. ! approve of the St�iog plat� with the agreeme�t th$t the co�ntcactur will icistell ead maintein Q green screen fcnce around the work arca per the public works approved sito paan. I understand that tlie contraccar a�i11 tak� e.�r� of snow remove! iz� ead �und theU work are�. I under�tand that any Sunday work wi11 not stert until 10:00� and that I will b� notlfied first. I a�m in rcccipt of the drawin�sr job co�ttact nnnibers and the project schedule. Thaak you, Signcd: Jct�Brown - _DAte: z v7 v� Slgned: lVtichae! Hecht ; A��: � �. �,�— ''� �lease note that the signing o�tlus letter of appmval is conditiontil to subscquent aPPro�f►1 s�d submission of the attached letcer (frem Ross Davis dated 2/3/2004), by Vait Resorts Inc,, to the Towri of Va�� + � ,':+_,, � �FROM :Michdel drx! Terri Hecht � �/DaJal106 i6� 6A �7��700�167 tRE FAX P10. : 3034429148 � �. ROSSDiAUISJI? ROSS DAYIS, JR. �y ror�nKV �T vAw weS15TAFi 6ANK BUIIAiNG SUITL 216 1D8 sOtlT}i FRONffAQE ROAQ V1►E$T VAII, COLORA00 01A97 970-478-P414 FAX 970-hT9-0467 Febnanry 3� zOQS ►e�odqwal�oowaa�.nee Mr. r�ff Brown T�ctopa Condomin�ttm A�eociarion Vdl� CO 81657 PAGE 03 07 2095 01:16PM p3 Pe� 81/A1 Thi9 will aern co confirm end folJow up eur conver�,�cidn regsrriing the plttn4 #01� th0 V�il Mountatn Oper�tione Oi'P9oes, by �y,eiiek Associstes, Tnc., d,atcd Jenuary 28, TAOS, and a�r oali to Alan Pet�reon� p�+esident of the �oci�cion. rcgRRling tho projc�t, and �n particul�r tha enlargemont and convexsion of thc bathrodrns to achicve hnndicapped accessebili�y,. A1�n Potetaon and T agnoe that the best eeut�e of aeticm rcgA��ng the mcMificahon of tf�e bathrQamA, cwrontly a lirrdted common alemenc, and eheir eni��etnent intc� nnd inctuding the 8�n�n1 �omtnon alemant haliway is a xhort tcrm ica.sc. The Troccope Assxta�ion, end I wm sure Michuci Heeht would oot�eur. woald be wiliing to heve the Treecope �laza dc p�arage Condominium Assoo�allon, kss� the neoeaaery gen�ra� eommon olomant portion vf che hallways for e eoneidera�ion vf a dol)ac a year. Upon the tenninacion of tf� curncnt use and the return of � ep� w cummem�iu uee, the associaacm would hav� the opdan to requirc that the bathmoms be roturnod to che odg)nal confignc�tion, 4r other ac:cESS be cneatcd to insure ncccs�py accees for �ny ��l�ted commerei�l retai) use, The lease can be f'�rmaltud once ths ��t�y tpprpvala have been gran�ed p� pr�c�ed anth thc project. ,�n ordor to faoflftntc and cqvperate with the applicecion for a bui Iding permit yeu �ro authoti�ed on behalf of th� es�ociadvn to sign the tt�cxssa�y conscnt letcer to the TpN,� �f Yail for tha b��» fiodific�tion. Xou ue not authodud ro lncurany ex,pense vr arldiNonAl obiig4tione on behnlf of �he �eeooiation ixyond tfie pe�oii� to constr�ct bathnao�rq,s within the geme�l common elerttont hallway as de►,sc,�bed;o zhe plans� ar�a � oopy ef chie reae�,hou�d be enaahed �o any conecnt givon to the �awn of y�il. If you havc any q�apiona fal� concact my offcc. . M E L i C K A 5 5 O C I A T E 5 1 N• � Mr. Chris Gunion Town of Vail - Building Department 75 South Frontage Road Vail, CO 81657 • ��IC@ �O a�y RE: Vail Mountain Operations OfFices (aka Tree Tops) Dear Chris: The !BC 2003 requires a two hour separation between the parking level (S2) and the ofFice level (B). Attached is UL assembly G547 that, in our opinion, represents the existing two hour floor/ceiling assembly and therefore satisfies this requirement. Monroe & Newell has reviewed the structural components of this assembly and have found, in their opinion, the structure to meet the minimum requirements of this UL assembly. Their findings are described in a separate letter dated January 25, 2005, which is attached. Per the structural drawings from the original construction documents, the concrete topping is 3 inches thick. The vertical distance between underside of metal deck and underside of drywall ceiling is 12 inches. The ceiling drywall is 5/8" inch thick, type "X". The drywall is attached to 7/8 inch hat channels. The hat channels are tied to each floor joist at 16 inch centers. There is R-38 batt insulation between the deck and drywall ceiling. The ceiling is devoid of recessed lights and difFusers. There are some UL listed metal j-boxes located in the ceiling. Based on my review in the field of this existing assembly it is my opinion that the existing condition meets the minimum requirements of UL assembly G547 for a two hour floor/ceiling assembly. Please contact me with any questions. Sincerely, /.`'. � Richard P. Melick, Jr. MELICK ASSOCIATES, INC. 25107 GENESEE TRAIL RD A R C H I T E C T U R E SUITE ONE HUNDRED ONE I N T E R I O R 5 GOLDEN CO 80401 P L A N N I N G TEL 303.534.1 930 WWW.MEIICK.GOM FAX 303.534.1931 �� C QC �� Q' . � c� RIC� `-° T. �. ��o,' � ° o� r f1� � ict(. ��,w i� � � � � � 0 � �, � { ', � • � 01.J17/1bb� 1b: �lb Janu�y 2s, 2ot>s `J fby4y4bb4 P'IUYKUt I�WtLL trv1allVt • .. • �vlonroe & New�ll �, �. Melir,�c qssocistes, Iac. 25107 Grcuesee TYaal l�d. S?E lOX Gold«�, CO 8040I Attn: Ms. L.auric T�ohler R.�: Vail Mouatain Oparatioas Ccnter/Troe Tops (M�,N �# 6658) Dear Ms. Koh1�r: rr� n�i n� Yail, colpcado Deaver, Colonde Diilon, Colotsdo 1#s nc�uested� Moiuoe & Nawe�l Eng�inccrs, Inc. hss revicwed i�e st�uctnra� componcnt requireme�tte for UL.263-d�sigu No. G547 to provide a tvvo honr sepaxation beiv�,a� the nppa�. . le�roI garago and offiice level floor. Iu our opi�uion. thc structural fram�i�g ahown on the cozxstruc�ons docummts uf 1984 compkes with the mini�um sizing, etc. of the UL ra�uire�emts. Iitherc are an� additional quesliona or commarts, plaasc cal]. iINBERS, 3NC. �� .�..a,a,« ��,.�..R,►� w�av�ov. moxaroe•ae.vc 11. co m 70,Bench��rk Roac • Suite Z04 + P.Q. Sox 1�q7 • Avon, Color�dp 8162Q C970) 949•7768 •�AX (970) 949-4054 • emxil; avon�monroe-eeweli.coxa � � l BX€TV.G547 - Fire Resistance �gs - ANSI/UL 263 �� f�01'� 1�.� BXITV.G547 � Page 1 of 10 Fire Resistance Ratings - ANSUUL 263 Page Bottom Print-friendly version �uestions? Fire Resistance Ratings - ANSI/UL 263 �Y��,. ,1i�� _,�� • ;• :� • ;;�� L1 � Design No. G547 January O5, 2005 Restrained Assembly Ratings-2 and 3 Hr. (See Items 2,15C and 1'n Unrestrained Assembly Ratings-2 and 3 Hr. (See Items 2,15C and 1'n Unrestrained Beam Ratings-2 and 3 Hr. (See Items 2,15C and 1'n Y�M�11�� u i �' r:. . t!' '; � i . . �p ��'''' http://database.ul.coxn/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.hhnl?nam�B... 1 /28/2005 B�IJV.G547 - Fire Resistance Ratings - ANSUUL 263 Page 2 of 10 � � 1. Bcam — W10x21, min size. As alternate to steel beam, joist girders (Not Shown)-20 in. min depth and 131b/lin ft min weight. 2. Normal-Weight Concrete — Carbonate or siliceous aggregate, 152 + or - 3 pcf tuut weir�ht, 3000 vsi comnressive strength. Restrained Assembly Rating Hr — 2 3 Unrestrained Assembly Rating Hr 2 2 3 Unrestrained Beam Rating Hr 2 3 3 Concrete Thkns In. 2-1/2 2-1/2 3. Metal Lath — 3/8 in. rib, 3.41b per sq yd expanded steel. Tied to each joist at every other rib and midway between joists at side laps with 18 SWG galv steel wire. As an alternate for 2 Hr assembly rating only, the form material for the concrete may be corrugated steel deck 9/16 in. deep of 28 MSG (min) galv stee� welded to supports 15 in. OC with welding washers. The concrete thickness shall be measured to the top plane of the steel deck. 3A. Steel Floor and Form Units* —(Not shown) As an alternate to Item 3, Composite 1-1/2 in. deep, 30, 35 or 36 in. wide, galv steel units. Min gauge is 22 MSG. Welded to supports 12 in. OC. Adjacent units button-punched, welded or screwed together 36 in. OC max along side joints. The concrete thickness shall be measured to the top plane of the steel deck. ViJLCRAFI', DIV OF NUCOR CORP — Types 1.SVL, 1.SVLI. 4. Steel Joists — Type 8J2 or l OKl min size, spaced 24 in. OC welded to end supports. 4A. Steel Joist or Joist Girder —(Not shown) As an alternate to Item 4, Composite or noncomposite. Type 8K1 or l OKl , min size, spaced 24 in. OC, welded or bolted to end supports. Designed per S.J.I. Specifications for a max tensile stress of 30 ksi. May be either uncoated or provided with a shop coat of paint . Top and bottom chords shall each consist of two angles with a min total area c�f 0.521 and 0.412 sq in., respectively. Web members sha11 be either round bars or angles. Min area of the end diagonal web shall of 0.307 sq in. Min area of each of the first four interior diagonal webs sha11 be 0.277 sq in. All other interior webs shall have a min area of 0.196 sq in. 4B. Steel Floor or Form Unit Accessories* —(Not shown, for use with Item 4A) Threaded shear connectors, screwed into the top chord of joist through the steel floor units (Item 3A). Shear connector spacing and attachment sha11 be as recommended by the Steel Joist or Girder manufacturer. http://database.ul.com/cgi-bir�XYV/template/LISEXT/ 1 FRAME/showpage.html?name=B... 1 /28/2005 = BXLTV.G547 - Fire Resistance R$tings - ANSUUL 263 � Page 3 of 10 � ELCO TEXTRON INC . CONSTRUCTION PRODUCTS DIV — Type SHEARFLEX 4C. Welded Wire Fabric —(Not shown, for use with Items 4A and 4B) Min 6x6- W1.4xW1.4. 4D. Steel Floor and Form Units* —(Not shown, for use with Items 4A, 4B and 4C) —1-1/2 to 3 in. deep fluted or cellular units, welded to joist 12 in. OC. Min gauge is 22 MSG. Adjacent units button-punched, welded or screwed together 36 in. OC max along side joints. The concrete thickness shall be measured to the top plane of the steel deck. WLCRAFI', DIV OF NLTCOR CORP — 24, 30 or 36 in. wide, Types 0.6C, 1.00, 1.SC, 1.SVLR , 1.SVL, l.SVLI, 1.SVLP, 24 or 36 in. wide, Types 2VL.I, 2VLP, 3VLI, 3VLP. 4E. Steel Joist or Joist Girder —(Not shown) As an alternate to Items 4 and 4A, Composite or noncomposite. Spaced 24 in. OC, welded or bolted to end supports. Designed per S.J.I. Specifications for a max tensile stress of 30 ksi. May be either uncoated or provided with a shop coat of paint. The top and bottom chords shall consist of two angles. Sizes of joist members shall be as follows: COMPOSITE JOISTS Restrained or Min Steel Min Steel Min Steel Unrestrained Area of Area of Area of Beam Top Chord Bottom Web Rating Hr Sq In. Chord Sq In. Sq In. 2 h 0.96 0.77 End diagonal web 0.444. First six interior webs 0.406. All other interior webs 0.196. NON-COMPOSITE JOISTS Restrained or Min Steel Min Steel Min Steel Unrestrained Area of Area of Area of Beam Top Chord Bottom Web Rating Hr Sq In. Chord Sq In. Sq In. 2 h 1.556 1.25 End diagonal web 0.444. First six interior webs 0.406. All other interior webs 0.196. http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.html?nam�B... 1 /28/2005. •, B�LJV.G547 - Fire Resistance �tings - ANSUUL 263 • Page 4 of lU As alternate to double angles, structural tee sections may be used for top and bottom chords as follows: Restrained or Unrestrained Min Size Section Beam Rating Hr Top Chord Bottom Chord 2 ST1.SX3.75 ST1.SX2.85 4F. Shear Connector -(Optional) — Studs, min 3/8 in. diam headed type or equivalent per A.I.S.C. specifications. Welded to the top chord of joist (Item 4E) through the steel floor units (Item 4I�. Stud welding, as recommended by the stud manufacturer, should be followed. 4G. Welded Wire Fabric —(Not shown, for use with Item 4E) Min 6x6- W1.4xW1.4. 4H. Steel Floor and Form Units —(Not shown, for use with Items 4E and 4G) 1- 1/2 to 3 in. deep fluted or cellulaz units, welded to joist 12 in. OC. Min gauge is 22 MSG. Adjacent units button-punched, welded or screwed together 36 in. OC max along side joints. The concrete thickness shall be measured to the top plane of the steel deck. 5. Bridging —1/2 in. diam steel bars welded to top and bottam chord of ea.ch joist. 6. Hanger Wire — No. 12 SWG galv steel wire, twist-tied to lower chord of joists. Located 48 in. O.C. along main nwners; hanger wires required at all four corners of light fixtures, and at midspan of cross tees at the sides of the light fixture. 7. Cold Rolled Channels — No. 16 MSG cold-rolled steel channels, 1-1 /2 in. deep with 9/16 in. legs. 8. Air Duct — No. 24 MSG galv steel. Supported on 1-1/2 in., 16 MSG cold-rolled steel channels spaced 24 in. OC Duct o�ening, not to exceed 144 sq in. per 100 sq ft of ceiling area, with no individual opening greater than 144 sq in. Maximum lateral dimension of duct outlet 12 in. 8A. Air Duct Materials* —(Not shown) — Optional. For the 2 h ratings, as an alternate to steel air duct (Item 8), Rigid Air Duct Materials may be used in accordance with their Fabrication Instructions. The duct outlet throat is positioned at the center of 24 in. long min 0.029 in. thick (22 gauge) galv steel duct liner. These ducts aze supported by min 0.053 in. thick (16 gauge) cold rolled steel channels suspended from the joists by 12 SWG galv steel wire. Channels are placed directly below the steel duct liner, one on each side of the throat, and otherwise spaced 72 in. OC for ducts up to 36 in. wide, and 48 in. OC for ducts between 36 and 60 in. wide. Min clearance of 4 in. required between back of ceiling membrane and bottom of air duct material. JOHNS MANVII.,LE INTERNATIONAL INC — Rigid, Class I. http://database.ul.com/cgi-binlXYV/template/LISEXT/ 1 FRAME/showpage.html?name=B... 1 /28/2005 B�LJV.G547 - Fire Resistance hngs - ANSUUL 263 Page 5 of 10 � • KNAUF FIBER GLASS GMBH — Rigid, Class I. 9. Damper — No. 13 MSG steel, hinged on one side. Protected on both surfaces with 1/16 in. thick ceramic fiber paper. Damper held in open position with 160 F fusible Link bearing the UL Listing Mazk. Damper to overlap duct outlet by 3 in. In lieu of the damper described above, Duct Outlet Protection System A, as described in the Design Information Secdon, may be used with steel ducts. When 2-1/2 in. thick concrete and 5/8 in. thick wallboard are used. 10. Fixtures, Recessed Light —(Bearing the UL Listing Mark). Fluorescent lamp type steel housing with four adjusta.ble mounting brackets, 2 by 4 ft size, with or without vented sides for air boots. Fixtures spaced so their area does not exceed 24 sq ft per 100 sq ft of ceiling azea. Wired in conformance with the National Electrical Code. 11. Fizture Protection — Wallboard* —1/2 or 5/8 in. tluck depending on ratings, cut into pieces to form a box assembly approx 1/2 in. longer and wid�r than the fixture with sufficient depth to provide at least 5/8 in. clearance between the fixture and the protection enclosure. The pieces aze held together by 6d nails at each corner. Overlap on adjacent lay-in panels. AMERICAN GYPSUM CO — Types AG-C, AGX-6, AGX-10. BPB AMERICA INC = Type SF3, ProRoc Type C. CANADIAN GYPSUM COMPANY — Type C or IP-XZ GP GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP — Types 5, C. LAFARGE NORTH AMERICA INC — Types LGFC3, LGFC-C, LGFGC/A. NATIONAL GYPSUM CO — Type FSK-C, FSK-G, FSW-1, FSW-C or FSW-G. PABCO GYPSUM, DIV OF PACIFIC COAST BUII.DING PRODUCTS INC — Types C, PG-3, PG-C. TEMPLE-INLAND FOREST PRODUCTS CORP — Types T, BPB-Type T. http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.hhnl?name=B... 1 /28/2005 . BXU V.U547 - Fire Resistance 1Z�gs - ANSUUL 263 Page 6 of 10 i UNITED STATES GYPSUM CO — Type C or IP-X2. USG MEXICO S A DE C V— Type C or IP-X2. 12. Fizture Protection — Batts and Blankets* —(Alternate to Item 11� 1-1/4 in. thick, cut into pieces to form a box assembly approx 1/2 in. longer and wider than the fixture with sufficient depth to provide at least 1-1/4 in. clearance between the fixture and the protection enclosure. The pieces are held together by No. 18 SWG galv steel wire at each corner. Overlap on adjacent lay-in panels. THERMAFIBER INC — Type FR. 13. Flezible Air Duct —(Not shown) — Class I Flexible Air Duct Material— Max inside diam 6 in. attached to supply air duct and air boots with 2 in. wide pressure- sensitive fabric duct tape. Any Class I Air Duct Material bearing the UL Listing Mark (Gas and Oil Equipment Directory). 14. Air Boots — No. 24 MSG galv steel air boots to be installed in not more than 67 percent of the light fixtures. Air boots are installe� in pairs, along both sides of light fixtures and connec�ed by a No. 24 MSG galv steel, crossover duct. 15. Stgel Framing Members* — a. Main Runners — Nom 12 ft long spaced 4 ft OC. b. Cross Tees — Nom 4 ft long spaced 24 in. OC perpendicular to main runners with one additional cross tee located 8 in. on each side of each end joint of wallboazd. BPB AMERICA INC — Types PDWH, PDWS. The main runner ends may be riveted to the wall molding along one wall and the cross tee ends may be riveted to the wall molding along both adjacent walls. The rivets are intended to facilitate the ceiling installation, not to replace hanger wires . CHICAGO METALLIC CORP — Types 650, 650C, 670, 670C. the main runner ends may be riveted to the wall molding along one ' wa11 and the cross tee ends may be riveted to the wall molding along both adjacent wa11s. The rivets aze intended to facilitate the ceiling installation, not to replace hanger wires. 15A. Alternate Steel Framing Members* —(Not shown) — Main runners, cross http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.html?name=B... 1 /28/2005 BXUV.U547 - Fire Resistance �tings - ANSl/UL "l63 Yage 7 of lU • tees, cross channels and wall angle as listed below: a. Main Runners —Nom 10 or 12 ft. long, 15/16 in. or 1-1/2 in. wide face, spaced 4 ft. OC. b. Cross Tees —Nom 4 ft. long, 1-1/2 in. wide face or 15/16 in. wide face installed at sides of light fixtures, installed perpendicular to the main runners, spaced 24 in. OC. When Batts and Blankets* (Item 21) aze used, cross tees spaced 16 in. OC. Additional cross tees or cross channels used at 8 in. from each side of butted wallboazd end joints. The cross tees or cross channels may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. c. Cross Channels — Nom 4 ft. long, installed perpendicular to main runners, spaced 24 in. OC. When Batts and Blankets* (Item 21) are used, cross channels spaced 16 in. OC. d. Wall Angle or Channel — Painted or galv steel angle with 1 in. legs or channel with 1 in. legs, 1-9/16 in. deep attached to wa11s at perimeter of ceiling with fasteners 16 in. OC. To support steel framing member ends and for screw-attachment of the gypsum wallboard. CGC INTERIORS, DIV OF CGC INC — Type DGL or RX. USG INTERIORS INC — Type DGL or RX. 15B. Steel Framing Members* —(Not shown) — As an alternate to Items 15 and 15A. Main runners nom 12 ft long, spaced 48 in. OC. Ends of main runners at walls to rest on wall angle, without attachment, with 1/2 to 3/4 in. end clearance. Primary cross tees (1-1/2 in. wide across flange) or cross channels, nom 4 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional primary cross tees or cross channels required at each wallboard end joint, 8 in. from and on each side of wallboard end joint, and 8 in. from each side of light fixtures. Secondary cross tees (15/16 in. wide across flange), nom 4 ft long, installed at sides of light fixtures. ARMSTRONG WORLD INDUSTRIES INC — Type DFR-8000. 15C. Steel Framing Members* —(Not shown) — As an alternate to Items 15, 15A, 15B. Main runners nom. 12 ft long, spaced 48 in. OC. Cross channels, 4 ft. long, installed perpendicular to main r�mners and spaced 24 in OC. Additional cross channels required 8 in. from and on each side of wallboard end joints and 8 in. from each side of light fixtures. Cross tees, 4 ft long installed perpendicular to main nuiners to support the 4 ft sides of light fixtures. J-shaped metal trim molding, http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.hhnl?nam�B... 1 /28/2005 BXU V.U547 - Fire Resistance�tings - ANSUUL 'l63 . Yage � oi lU • installed at perimeter of light fixtures to cover and support the exposed wallboard edges. CHICAGO METALLIC CORP — Type 630. When Type 630 Steel Framing Members are used, assembly and beam ratings are limited to 2 hr. 16. Wall Molding —(Not shown) — Min 0.019 in. thick steel channel, 1-11/16 in. with 15/16 in. legs, nailed to walls along perimeter of ceiling. 17. Gypsum Board — 4 ft. wide, installed with long dimension perpendicular to cross tees with end joints centered along cross tees and with side joints centered along main runners. Wallboard fastened to each cross tee with five wallboazd screws (Item No. 18) with one screw located at the midspan of the cross tee, one screw loca.ted 12 in. from and on each side of the cross tee midspan, and one screw located 1-1/2 in. from each wallboazd side joint. Except at wallboard end joints, wallboard screws shall be located on alternating sides of cross tee flange. At wallboard end joints, wallboard screws shall be located 1/2 in. from the joint. Wallboard fastened to main runners with wallboard screws, 3/8 to 1/2 in. from side joints, midway.between intersections with cross tees (24 in. OC). End joints of the wal�board sheets sha11 be staggered with joints in adjacent wallboard courses not less than 4 ft OC. Wallboard sheets screw- attached to flange of wall channel with wallboazd serews spaced 12 in. OC. When alternate Steel Framing Members* (Item 15C) are used, wallboard installed with long dimension (side joints) perpendiculaz to the cross channels and 4 ft cross tees, and with the side joints centered along the main numers. Wallboard fastened to cross channels with wallboard screws located 1/2 in. from butted end joints, with one screw located at the midspan of the cross chanuel, one screw located 12 in. from and on each side of the channel mid span and one screw located 2-3/4 in. from each side joint. End joints of the sheets sha11 be staggered as described above. Joints to be covered with paper tape and joint compound. Restrained Unrestrained Unrestrained Assembly Assembly Beazn Wallboazd Rating Hr Rating Hr Ra.ting Hr Thkns In. 2 2 2 1/2 2 2 3 5/8 3 3 3 5/8 AMERICAN GYPSUM CO — Types AG-C, AGX-6, AGX-10, AGX-C. BPB AMERICA INC — Type FRPC, SF3 or ProRoc Type C CANADIAN GYPSUM COMPANY — Types C, IP-X2, IPC-AR. http://database.ul.com/cgi-bin/��YV/template/LISEXT/1 FRAME/showpage.html?name=B... 1/28/2005 . BXU V.U547 - Fire Resistance �gs - ANSUUL 'l63 � Yage 9 of lU GP GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP — Types 5, C. LAFARGE NORTH AMERICA INC — Types LGFC3, LGFC-C, LGFC-C/A. NATIONAL GYPSUM CO — Types FSK-C, FSW-1, FSW-C. PABCO GYPSUM, DIV OF PACIFIC COAST BUII..DING PRODUCTS INC REPUBLIC GYPSUM CO — Type RG-3 or RG-C. Types C, PG-3, PG-C. STANDARD GYPSUM L L C— Type SGC-1 or SG-C. TEMPLE-INLAND FOREST PRODUCTS CORP — Types T, VPB-Type T or TG-C. UNITED STATES GYPSiTM CO — Types C, IP-X2, IPC-AR. USG MEXICO S A DE C V— Types C, IP-X2, IPC-AR. 17A. Gypsum Board *— For use when Batts and Blankets* (Item 21) and Steel Framing Members* (Item 15A) are used - 5/8 in. thick, 4 ft wide; installed with long dimension perpendicular to cross tees with side joints centered along main runners and end joints centered along cross tees. Fastened to cross tees with 1 in. long steel wallboazd screws spaced 8 in. OC in the field and 8 in. OC along end joints. Fastened to main runners with 1 in. long wallboard screws spaced midway between cross tees. Screws along sides and ends of boards spaced 3/8 to 1/2 in. from board edge. End joints of the sheets sha11 be staggered with spacing between joints on adjacent boards not less than 4 ft OC. CANADIAN GYPSUM COMPANY — Types C, IP-X2, IPC-AR, WRC. ITNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR, WRC. USG MEXICO S A DE C V— Types C, IP-X2, IPC-AR, WRC. http://database.ul.com/cgi-bir�/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 1/28/2045 BXUV.G547 - Fire Resistance Ratings - ANSWL 263 • Page 10 of 10 � 18. Screw Wallboard — No. 6 Phillips-type, Type S self-drilling and self-tapping, 1 in. long. Screw heads may be either exposed or covered with joint cement. 19. Alternate Finishing System —(Not shown) — Wallboazd joints may be either exposed or covered with paper tape and joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of the Classified wallboard. 20. Alternate Acoustical Material* —(Not shown) — Optional, acoustical tile may be laminated to the entire surface of the gypsum wallboazd. Any manufacturer — Any acoustical material and adhesive presently Classified for fire hazard with a flame spread value of 25 or less. 21. Batts and Blankets* — Optional - Not Shown - When used Ratings are limited to 1 Hr. - For use with Steel Framing Members* (specifically Item 15A) and Gypsum Board* (specifically Item 17A) - Any thickness mineral wool or glass fiber insulation bearing the UL Classification Marking for Surface Burning Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space, draped over steel framing members/gypsum wallboazd ceiling membrane. *Bearing the UL Classification Mazk Last U ated on 2005-01-OS Page To� J • r : � � � • � ' � � �: �� • i 1 _ „• 1 C� �a� •� •�ii��i•i �uestions? � �� • � � ;�_�, This page and all contents are Copyright m 2005 by Undervvriters 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 xo be Listed and covered under IJL's Follow-Up Service. Always look for the Mark on the product. UL permib tlie 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 capyright notice in the following format: "Copyright � 2005 Undeivvriters Laboratories Inc.�" http://database.ul.com/cgi-bin/XYV/template/LISEXT/ 1 FRAME/showpage.htrnl?name=B... 1 /28/2005 � . � • Town of Vail Building Safety and Inspection Services 75 South Frontage Road Vail, CO 970.479.2369 Plan analysis based on the 2003 International Building Code Project Number: B05-0010 Date: February 2, 2005 Project Name: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle Occupancy: B Construction: III-B Contractor: Architect: Melick Engineer: Report By: Chris Gunion NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854-7179 FRONTAGE INCREASE: Perimeter of the entire building = 1 feet. Perimeter which fronts a public way or accessible open space = 1 feet. Minimum width of public way or accessible open space = 20 Allowable area increased 50.0� for frontage increase. -- Sec. 506.2 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- 2 Office B ok 2710 28500 0.1 ok TOTAL FOR FLOOR 2710 28500 0.1 ok 1 Office B ok 6461 28500 0.23 ok ,� TOTAL FOR FLOOR 6461 28500 0.23 ok BUILDING TOTAL 9171 57000 0.16 ok -- Sec. 503, 504, 506 and Table 503 The actual height of this building is 40.0 feet. The maximum height of this building is 55.0 feet. -- Table 503 PROPERTY DESCRIPTION: North Side has a property line. - Distance to property line = 20.0 � East Side has a property line. - Distance to property line = 20.0 South Side has a property line. - Distance to property line = 20.0 West Side has a property line. - Distance to property line = 20.0 S1� � � No ca�'� r�,.� E�F��tZ- • Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle OCC B • Page # 2 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH BRG NON OPNG� WALL BRG UP/PR 2-hr*1-hr*25/75 FART BRG NON OPNG�k WALL BRG UP/PR 2-hr*1-hr*25/75 SOUTH BRG NON OPNG�k WALL BRG UP/PR 2-hr*1-hr*25/75 WEST BRG NON OPNG� WALL BRG UP/PR 2-hr*1-hr*25/75 The exterior walls are required to be of NONCOMBUSTIBLE material. -- Sec. 602.3 Exterior walls are required to be fire-rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. 2. On the interior side only when separation is greater than 5 feet. -- Sec. 704.5 up/p r= Maximum percent of openings in the exterior wall. -- Table 704.8 up - The maximum percent if all openings are unprotected. pr - The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in lhr walls are required to be protected with 3/4 hour assemblies. -- Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than lhr.are required protected with 1 1/2 hour assemblies. -- Sec. 715.4 NL = No fire protection requirements for openings. NP = Openings are not permitted in this wall. *= These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. -- Sec. 704.11 Exception 4: A parapet wall is not required on 1-hour fire-resistive exterior walls provided: 4.1 Where roof/ceiling framing are parallel to the wall, framing and support shall be not less than 1-hour fire-resistive for a minimum width of 10 feet from the inside of the exterior wall. 4.2 Where roof/ceiling framing are not parallel to the wall, the entire span of framing and support shall be not less than 1-hour fire-resistive. 4.3 Openings in the roof shall not be located within 10 feet of the exterior wall. 4.4 The entire building shall be provided with not less than a Class B roof covering. • • • Page # 3 Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS -- Table 601 ELEMENT . MATERIAL RATING NOTES Structural Frame Any 0 hour Interior Bearing wall Any 0 hour Interior nonbrg wall Any 0 hour Shaft Enclosure Any 1 hour Note 1 Floor/Ceiling Assembly Any 0 hour Roof/Ceiling Assembly Any 0 hour Stairs Any None . NOTES: 1. Fire resistance rating for shafts based on Section 707.4 NOTE: See Section 707.2 for shaft enclosure exceptions. SHAFT REQUIREMENTS: Openings other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.7.1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.8.1 Shafts that do not extend to the bottom of the building shall: 1. Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft enclosure; or 2. Terminate in a room having a use related to the purpose of the shaft. The room and openings shall have a fire-resistance rating at least equal to the shatt enclosure; or 3. Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure.� -- Sec. 707.11 PENETR.ATIONS OF FIRE RESISTIVE ASSEMBLIES -- Sec. 712 \J Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle • Page # 4 WALLS ASSEMBLIES -- Sec. 712.3 Through penetrations of walls: 1. Penetrations shall be installed as tested in the fire resistance rat.ed assembly. -- Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. -- Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. � Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle � Page # 5 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. -- Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. -- Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. -- Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical out�et boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. DUCTS AND AIR TR.ANSFER OPENINGS -- Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. -- Sec. 716.5 1. Fire walls. -- Sec. 716.5.1 2. Fire barriers -- Sec. 716.5.2 See exceptions 3. Shaft enclosures -- Sec. 716.5.3 See exceptions 4. Fire partitions -- Se�. 715.5.4 See exceptions 5. Smoke barriers -- Sec. 715.5.5 (smoke damper) See exceptions . i � Page # 6 Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle DRAFTSTOPPING: If there is combustible construction in the floor/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 1,000 square feet. -- Sec. 717.3.3 If there is combustible construction in the roof/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 3,000 square feet. -- Sec. 717.4.3 /� Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for�the partitions. -- Sec. 717.4.1.1 � OCCUPANCY SEPAR.ATIONS -- Sec. 302.3.2 and Table 302.3.2 No occupancy separations required. SEPAR.ATION OF INCIDENTAL USE AREAS -- Table 302.1.1 / Furnace rooms where any piece of equipment is over 400,000 BTU �� per hour input -- 1 hour ✓� Rooms with any boiler over 15 psi and 10 horsepower -- 1 hou� Refrigerant machinery rooms -- 1 hour Incinerator rooms -- 2 hours NOTE: An automatic sprinkler system is require� Storage rooms over 100 square feet -- 1 hour up(�'p...�c, �Opw� Zp'f Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING --------------------------------------------------------------------- � 2 Office 27 1 5.4 No N/A N/R TOTAL FOR FLOOR 27 1 8.1 No N/A N/R 6 1 Office 65 2 13.0 No N/A Out 1✓' TOTAL FOR FLOOR 65 2 13.0 No N/A Out FOOTNOTES: 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 6. One exit is based on compliance with Section 1018.2 and Table 1018.2 • Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle C� Page # 7 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 .� Occupant load is based on Section 1004 and Table 1004.1.2 � Exit width is in inches and based on Section 1005.1 & Table 1005.1� Width shown for all areas is based on other egress components. Width shown for lst floor is based on other egress components.(/� Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. ✓� For the minimum width of corridors, see Section 1016.2. � For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to � the exit discharge. -- Sec. 1003.6 EXIT SEPAR.ATION In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.-- Sec. 1014.2.1 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. -- Sec. 1005.1 v v EXIT SIGNS • � Exits and exit access doors sYiall be marked by an approved exit sign. Signs shall be placed where the exit or-the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. -- Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are� identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. -- Sec. 1011.2 / Exit sign shall be.illuminated at all times including during loss of � primary power. -- Sec.,1011.4 & Sec. 1011.5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. 4� -- Sec, 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room � manually operated edge- or surface-mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the��"'` use of a key or any special knowledge or effort. -- Sec. 1008.1.8 G� . Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle • Page # 8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING �'� IS OCCUPIE� Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they � shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. -- Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. -- Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. -- Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. -- Sec. 1008.1.7 , • • Page # 9 Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle STAIR REQUIREMENTS: Stairiaays : 1. The riser heights shall not be less than 4 inches or greater than 7_� inche.s: The minimum tread depth is 11 inches. -- Sec. 1009.3 The / maximum variation is 3/8 inch between the largest and the smallest,/ in a stairway flight. -- Sec. 1009.3 2. The minimum width of a stairway is 36 inches, 44 inches if the �, occupant load is greater than 50. -- Sec. 1009.1 Also, check exit table above to see if minimum width is greater than � 44 inches. 3. Provide a handrail on each side of stairways. -- Sec. 1009.11 / Handrail height, measured above stair tread nosing, shall be not ✓ less than 34 inches and not more than 38 inches. -- Sec. 1009.11.1 Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall � provide equivalent graspability. -- Sec. 1009.11.3 Handrail-gripping surfaces shall be continuous without interruption by newel post or other obstructions. -- Sec. 1009.11.4 Handrails shall return to a wall, guard or the walking surface or � shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails �- shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser. -- Sec. 1009.11.5 "� 4. Open sides of walking surfaces which are located more than 30 inches� above the floor or grade below are required to have a guard. -- Sec. 1012.1 5. The minimum height of guard is 42 inches. -- Sec. 1012.2 L� 6. Open guards shall have balusters or ornamental pattern such that � a 4-inches diameter sphere cannot pass through any opening up to a height of 34 inches. From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass. -- Sec. 1012.3 / Exception 1. The triangular opening formed at the riser, tread and � guardrail may be 6 inches. 7. The minimum headroom clearance is 80 inches (6 ft.- 8 inches.) measured vertically from a line connecting the edge of the nosing. Headroom shall be continuous to the point where the line intersects the landing below. The minimum clearance shall be maintained the full. width of the stairway and landing. -- Sec. 1009.2 8. Enclosed usable space under the stairs is required to be protected /' by 1-hour fire-resistive construction or the fire-resistance rating � of the stairway enclosure, whichever is greater. -- Sec. 1019.1.5 9. A flight of stairs shall not have a vertical rise greater than 12 feet / between floor levels or landings. -- Sec. 1009.6 � • Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle i Page # 10 STAIRWAY ENCLOSURES: � 1. Stairways are required to be in 1 hour fire resistive exit enclosures. -- Sec. 1019.1 Exception 4: Stairways that are not a required means of egress element � only need to comply with shaft enclosure requirements in Section 707.2 Exception 7 in Section 707.2, Not required if: 7.1 Does not connect more than two stories. 7.3 Is not concealed. 7.5 Is not open to a corridor on nonsprinklered floors Exception 8: 50 percent of egress stairways serving one adjacent floor� are not required to be enclosed, provided at least two means of egress are provided from both floors. 2. The openings into the exit enclosure are required to be 1 hour � fire assemblies. -- Table 715.3 / Openings into enclosure are limited to those necessary for exit access(/ tb the enclosure from normally occupied spaces and for egress from the enclosure. -- Sec. 1019.1.1 / Doors shall be self-closing or automatic closing. -- Sec. 715.3.7 �j 3. Exit enclosure must discharge directly to the exterior of tlze building._ / -- Sec. 1023.1 �V Exception 1: 50 percent of the number and capacity may exit through areas on the level of d�scharge provided all of the • following are met: / 1.1 There is a free and unobstructed way to the exterior that is � readily visible and identifiable form the exit enclosure. 1.3 The egress path from the enclosure and all portions of the level � of discharge with access to the egress path are protected with an automatic sprinkler system or separated from the egress path as required for an exit enclosure. Exception 2: 50 percent of the number and capacity may exit through a vestibule provided all of the following are met: / 2.2 The depth from the exterior of the building is not greater than �� 10 feet and the length is not greater than 30 feet. 2.3 The vestibule is separated from the remainder of the level of exit � discharge by construction providing at least the equivalent of approved wired glass in steel frames. � 2.4 The vestibule is used only for means of egress and exits directly to the outside. � Code review for: Project Id:: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle • Page # 11 4. The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the� stair enclosure. -- Sec. 1019.1.5 -- Sec. 1019.5 RANlP REQUIREMENTS : 1. The minimum width is 44 inches. If a ramp serves an occupant load of 50 or less, it may be 36 inches wide. If the ramp is serving a high occupant load, check exit table above for required width. -- Sec. 1010.5.1 & 1016.2, Exception 2 2. If the ramp is part of the means of egress, the maximum slope is 1:12. All other ramps may have a slope of 1:8 or less. �� -- sec. 1010.2 N 3. The rise for any ramp shall be 30 inches maximum. -- Sec. 1010.4 4. Landings shall be provided at the top, bottom, points of turning and at doors. -- Sec. 1010.6 Landings shall have a length of at least 5 feet in the direction of travel. -- Sec. 1010.6.3 Where changes in direction of travel occur at landings, the landing shall be 60 inches by 60 inches minimum. -- Sec. 1010.6.4 5. The surface shall of slip-resistant materials that are securely attached. -- Sec. 1010.7.1 6. Handrails shall be per stair requirements. -- Sec. 1010.8 A rail shall be mounted below the handrail 17 to 19 inches above � the ramp or landing surface. -- Sec. 1010.9.1 7. A curb or barrier shall be provided that prevents the passage of a 4-inch diameter sphere, where any portion of the sphere is within 4 inches of the floor or ground surface. -- Sec. 1010.9.2 EXIT ACCESS TRAVEL DISTANCE: / The maximum travel distance in Group B is 200 feet. -- Table 1015.1 1/ U Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle � Page # 12 BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. -- Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. -- Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided ��'� in compliance with Table 1106.1 -- Sec. 1106.1 4. At least one accessible route shall connect each accessible level. -- Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. -- Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. -- Sec. 1109.5 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. -- Table 1505.1�� AUTOMATIC SPRINKLER SYSTEMS -- Sec. 903 If openings are not provided in each 50 feet on at least one exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 903.2.10.1 N� � Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in every 50 lineal feet of wall or fraction thereof. -- Sec. 903.2.10.1 STANDPIPE AND HOSE SYSTEMS -- Sec. 905 Class III standpipe systems shall be installed throughout buildings �� where the floor level of the highest story is located more than 30 feet above the lowest level of fire department vehicle access. -- Sec. 905.3.� See sections 905.4 and 905.6 for required locations. See section 905.7 for cabinet requirements. • Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle n U Page # 13 LIGHT AND VENTILATION . 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8� of the floor area. -- Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of.the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. -- Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. -- Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. -- Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. -- Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8� of the floor area of the interior room but no less than 25 square feet. -- Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. -- Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. -- Sec. 1203.4.2.1 CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. -- Sec. 1208.2 � Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle � Page # 14 WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. -- Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a / Class A flame spread index and be protected by automatic sprinklers. r/ -- Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. -- Sec. 803.7 � 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. -- Sec. 1210.1 f 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. -- Sec. 1210.2 INSULATION NOTES: l. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. -- Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame � spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are iristalled behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. -- Sec. 719.2.1 Foam plastic insulations are required to be protected. -- Sec. 2603 ADDITIONAL REQUIREMENTS: For B occupancy • Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle � Page # 15 ACCESSIBLE FACILITIES: NOTE: Except as noted, sect.ion numbers listed below are from ICC/ANSI A117.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. -- Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support �` and 5 inches maximum from the front edge of the unit. -- Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 602.6 TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. -- Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. / 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 � 3. when the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. -- Sec. 604.3.1 4. When the accessible water closet is in a compartment: � Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. -- Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. -- Sec. 604.8.1.2 � Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle � Page # 16 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. -- Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. -- Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. / (The minimum length of the bar is 42 in) -- Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above / the floor. -- Sec. 604.4 � 7. Accessible urinals shall be of the stall type or wall hung with � the rim at 17 inches maximum above the floor. -- Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches � maximum above the floor. -- Sec. 606.3 � 9. Sinks shall be 6 1/2 inches deep maximum. -- Sec. 606.5 l0. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflectir�g / surface 40 inches maximum above the floor. -- Sec. 603.3 'v FIXTURE COUNT TABLE: NAME NLTMBER RATIO WATER CLOSETS LAVS TUB DRINKING OCC M/F MALE FEMALE M F SHOWER FOUNTAIN --------------------------------------------------------------------- 2nd. floor Office 27 50/50 1 1 1 1 0 1 Ratio = 1 per 50 50 80 80 -- 100 TOTAL FOR FLOOR 1 1 1 1 0 1 lst. floor Office Ratio = 1 per TOTAL FOR FLOOR 65 50/50 1 1 1 1 0 50 50 80 80 -- 1 1 1 1 0 1 100 1 BUILDING TOTAL 2 2 2 2 0 2 International Plumbing Code Section 403 and Table 403.1 � ' � � Page # 17 Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle In each bathroom or toilet room, urinals shall not be substituted for more than 67 percent of the required water closets. -- IPC.Sec. 419.2 NOTE: The number of fixtures for a floor may not match total number of fixtures per area. The number of fixtures for the building may not match the total for the floors. The number of fixtures for each area and floor are rounded up to the next whole number. Totals are not rounded up until the total is obtained. If the fixtures only � serve an area, u�e number shown for each area. If the fixtures serve an entire floor or building, use number shown for totals. _ ' � Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle • Page # 18 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.1 Locations: -- Sec. 2406.3 � 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies /� and panels in sliding and bifold closet door assemblies. � 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, � steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the � nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the �- following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height `� above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: / 9.1 The bottom edges of the glazing on the pool or spa side is ^� less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water�s edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches � horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass � is less than 60 inches above the nose of the tread. See Exceptions. _ . .. i Code review for: Project Id.: Treetops Vail Mountain Operations Address: 450 E Lionshead Circle • Page # 19 ATTIC REQUIREMENTS: 1. Provide an access to all attic areas with a clear height over 30 inches. The minimum size is 20 inches by 30 inches. There must be 30 in�hes or more clear height above the access. -- Sec. 1209.2 Note: Opening may be required to be larger if inechanical equipment is located in the attic space. See the International Mechanical Code -- Sec. 1209.3 2. Provide cross ventilation in all attic areas. The net free vent area shall not be less than 1 square foot for each 150 square feet of attic area with 50�k of the required ventilating area provided by ventilators located in the upper portion of the space at least 3 feet above eave or cornice vents. -- Sec. 1203.2 Exception : The minimum vent area may be 1/300 if a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation and 50 percent of the required vent area is located in the upper portion of the space at least 3 feet above eave or cornice vents. � . + � ALLIANCE CORPORATION Con,�ructbn �d Reatoradon Servicx� 824 E. Chambers Ave., Unit 66 P.O. Booc 109 Eagle, CO 81831 Office: (970) 328-4900 FAX: (970) 328-7708 �. • • 4ffiCE� C�Op� Y � Ray Scott Fronc Rob Faddidc R� (970) 845-2358 p�g� � 2 PNon�e (970) 845-2356 D�be 1/19�Z(i05 R« Te� Resufts forAsbestos Malysis CCe ❑ Ur�g�nt � For Re�vla�w O Pl�ss� Commont ❑ Pl�as� R�ply � Pl�as� R�cy�cl� • Com�n�nt� Ray, The test rBSUlts of the bulk asbestos analysis are endosed. Sampes of ap wall and ceiling materials were tested. Fioo�ing was not tested as the cona�ete floors were visible. (1) Treetop Building. 450 East Lionshead Cirde, Vail, Colorado 81657. West Unit, Middle Unit, and East Unit. Test sampies are identified as Treetop". (� Concert Hall Plaza Condominiums. Vail, Colorado 81657. Level 2 spaces. Test samples ident'rfied as `Concert". Test samples wene analyzed by Polarized Light Microscopy (PLAA), the EPA rec�ommended method for determination of fibrous oon�ituerrts in bullding mate�(als, pL,M testin� was completed by FRS Geotech, Inc., an acxredited lab. Results for all sample� show that NO asbesbs containing ma�eriais w�ere debected, Please let me know if you have any questions Thank you. Rob Faddidc � • FR3 Geotech, Inc. 1441 W. 46th Ave., Suite 14 Denver, CO 80211-2338 January 13, 2005 Mr. Rob Faddick Alliance Restoration P.O. Box 109 Eagle, CO 81631- .� • ��(s� Re: Lab Number 108053 Project: VR--Lionshead Offices Dear Mr. Rob Faddick: � Phone: 303/477-2559 800/386-3136 FAX: 303/477-2580 e-mail: frsgeo@ix.netcom.com The bulk samples submitted to FRS Geotech, Inc. have been analyzed by polarized light microscopy (PLM), the EPA-recommended method for determination of fibrous constituents in building materials. The percent of asbestos contained in the samples is a visual estimation based upon comparisons with published charts. The results o.f these analyses are summarized in the enclosed table. This report relates only to the items received and tested by our laboratory. According to requirements set by the National Institute of Standards and Technology/NVLAp, this report must not be used to claim endorsement by NVLAP or any agency of the US Government. Also, NVLAP guidelines specify that this report should not be reproduced, except in full, without the written approval of FRS. A copy of your Chain of Custody is attached for your convenience. This report is considered highly confidential. Results will not be discussed with any person not associated with you. Please call if you have any questions about this work. Sincerely, ��L'Ui � i! `-- L David A. Schroeder, Ph.D. Data Controller Enclosures NVLAP Accredited Lab #10207.8-0 AIHA Accredited Lab #101557 � . FRS GEOT8C8, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 U Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 - �� . : n �. - ,.�- • • _ � :� : • _ • __- � ��....:,:.i�Qic�r�� Client: Alliaaca Restoration Project ID:VR--Lioashead Offices '.� ' - , -u-. - * Perceat Sample Asbeatos Date DescriDtion Lab No.:108053 Page: 1 of 10 �� _ � -- .. - � - • � �- �-- . � - - ��. - _ �. .. } � ; �� - � - - . _ � � -._ _. . ..._ . - :�� .: _ - - it- - 1 fCl ND** Ol/12/05 fGr'av SLrfarca matpr�a�� 1 fDl I�TD** 01_/1_2/05 (Y211oW SLl"fa�P Iriatr�rial l Aaalyses (percents determined by visual estimation) Sample Number: Layer Perceats Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite �* 1 fA1 1 fBl 1 fCl 1 fDl 100 '75 8 8 8 TOTAL A38ESTOS ND** �*+e �*• —� ND+r * Other Fibrous Materials: Fibrous Glass Trace <1� Trace <1$ Cellulose 8 10 Synthetics Other: Nonfibrous Material 91 89 100 100 100 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detectsd. Analyst:�.��J� Y V David A. Schroeder Date: 0�/13/05 . FR3 G80TECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 � Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 �f • ' _ �/ : �• .,1• ' • _ � H'Y M- • _ • _�� "�'i� Qt��.1 Client: Alllance 3testoratioa Project ID:VR--Lionshead Officea Perceat Sample Samnle Nu hPr Asbestos Date DescriDtion Lab No.:108053 Page: 2 of 10 �� -._ .. - �, . - - . - - �_ . . . . .. � �� 1 1 -- .. - � �• � _�••, ..- - � _ - t _�- � � � - - N 1_ 1 � ,�_ - .•- � � �� 1 1 � • _ _. � _ _ _ �i�i!f'��7�=��:'/��\R�� • • � • � - �,� � __ �" � Aaalyses (percents determined by visual estimation) Sample Number: Layer Perceats Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite 1 fEl 2* 2 fAl 2 fBl 2 fCl 1 100 TOTAL ASBESTOS ND** �** Other Fibrous Materials: Fibrous Glass Cellulose g Synthetics Other: Nonfibrous Material 100 91 � �s * � �� 10 �* * 85 15 45 � �** � �� * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analyst:� ��f��-� �- Date: O1/13/05 David A. Schroeder � FR3 GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 • - �i . _ �� : �. ,.,- ' • _ � . Y M • • ' • • . � � Client: Alliaacs Restoratioa Project ID:vA--Lionshead Offices Perceat Sample Samnle NLmhPr Asbestos Date �cr�Dt�on Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 Lab No.:108053 Page: 3 of 10 ��r � � - - .. - -} • �-- • �- �-- • � • � •��••.�� ..- ._ � .s • - - ,r� � � �. •-- . � � -.. _. - . .... . - �� _ � .�_ - ._� .�.. �. 3 fCl ND** 01/12/05 IOff-whit tane� � ��' � � �. �-_ .. - - - - - �� - � - • li _ � _. ' • • • � . .! .,� � - - Aaalyses (percents determined by visual estimation) Sample Number: Layer Percent: Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite �* 3 fAl 3 fBl 3 fCl 3 fDl 100 35 30 20 15 TOTAL A388ST03 ND** �+r+r —� N�** ��* Other Fibrous Materials: Fibrous Glass Trace <1� Trac < � Cellulose 4p 65 85 Synthetics - Other: Nonfibrous Material _ 59 _ 34 100 15 190 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None De�,ected. Analys t : �'',C � :`cU�/j/ David A. Schroeder Date: Oi/i3/05 . � • FRS GEOTECB, IDTC . 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 n . : �� ; _ - �. . ..,. ' • � .0 w: . - _=.,.��,�.a.,��..:�xrr�ry Client: Alliaace Restoratioa Project ID:VR--Lionshead O£fices Parcant Sample �amDle Ntimhar Aabestos Date D@SCZ'� Dti 0.n Lab No.:108053 Page: 4 of 10 , �� .. � i� . - �• �-- . .�. • f •11�•..R• .•' - - - �_� • • . � i �L' 1 1 �� - _ �-- • _ .� _ � . - � . . • • � � � . • ' - ' � 1 1 • - . i • • � • • �� 1 1 • _ -__- _- � z�S�1=<y , , �� 1 �_ ' ' . ' . 1 . �. _ .. . � - � . - , } ' � . _ � Aaalyses (percents determined by visual estimation) Sample Number: 4* 4 fA1 4 fBl 4 fCl 4 fDl Layer Percents 100 Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite TOTAL ASBE3TOS ND** 80 �** 10 �* * 5 �r * Other Fibrous Materials: Fibrous Glass Trace <1� Trace <1� Cellulose 8 _ 5 85 Synthetics Other: �•7 �** Nonfibrous Material 91 94 100 15 100 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected_ Analyst:/K�l2i"��f/� �/ David A. Schroeder Date: O1/13/05 0 • FRS GEOTBCH, IDTC . 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 • � .r . : u : _ - r. c ,,,- ' • .. � H:Y �i' • ' • • . 1 1 Client: Alliaace Reetoratioa Project ID:VR--Lioashead Oftice� Percent Sample SamDle NLmhar Asbestos Date i,e�CriD ;�n Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 Lab No.:308053 Page: 5 of 10 �!� 1 1 - - • � - } • �,- .�- �' �" • � • } •{��• � � - � - � � • � . _ � �� 1 1 � � - � -- • t '�. _ � - • • �.. • ' - � �- � � ' • • •• • 5 �C1 _ ND** p1/12/p5 (Off-wh�tp taDe7 5 fDl ND** O1/12/05 (Grav D3int1 Aaalyses (percents determined by visual estimation) Sample Number: Layer Perceat: Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite �* � fAl � fBl 5 fCl � (D1 100 gg 5 � F TOTAL ASBESTOS NI�** �+r+r �** �** �** Other Fibrous Materials: � Fibrous Glass Tra P<�� ra <� Cellulose _ 13 10 85 Synthetics - Other: Nonfibrous Material 86 89 100 15 100 ** Composite analysis (multilayered sample, see individual layer analyses). ND means None Detecte . � Analyst• David A. Schroeder Date: 01/1 /OS . • • FRS GEOTECH, INC. 1441 W�. 46th Avenue, Suite 14 Denver, CO 80211-2338 �/ • ' = / : - 4• ,.,1' - • : � H'Y : • ' • • . 1 � Client: Alliaace Restoration Project ID:VR--Lionshead Offices Perceat Sample SaITtUle Nvmhar ASbe8to8 Date Descri �on Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 Lab No.:108053 Page: 6 of 10 ' �r� 1 1 _ _ _ • � _� � �- SI' - ! _ � - - . �-- • } - - ._}_� �. � • !� 1 1 _ �, �- • � � -�. .� - -.i • •�. • L� � 1 • 6 fCl N�** O1/12/05�ite Da�ntl * �z� � � -- .. - � .. . ��- � ..�� -- . , � . � .,�•• �. ._�• ..- Analyses (percents determined by visual estimation) Sample Number: Layer Percent: Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite 6* 6 fA1 6(B1 ( fCl 7* 100 95 3 2 100 TOT]1L ASBESTOS N�* * _ N�* * �* * * * � ND** Other Fibrous Materials: Fibrous Glass Trace <is� Trace <1� Cellulose _ lp l� -- Trace <1$ Synthetics ?� Other: Nonfibrous Material 89 89 100 100 86 r - * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analys t : ��,f��!/ /� �--r'— David A. Schroeder Date: Oi/1 /05 • Fxs cgo�cs, ixc . 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 • .i . : •� : _ - �. • ,,• ' • ° � H.4 M' • C • • . 1 1 Client: Alliaace Restoration Project ID:VR--Lioashead Oftices Perceat Sample SdIriAle N�mhar Asbestoe Date �escr;Dt�on Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 Lab No.:108053 Page: 7 of 10 �� . � : - - . _ � � -.. .. . .... . - �t� � � �a - . , .�,.. �. 7�C1 ND** 01/12/05 IOff-white tane� �� - - .. - - -� •- • - - �. -- . - - �a.• •_ � �z� � i .� - �-- . _ � � -.. .. . .... . - Aaalyses (percents determined by visual estimation) Sample Number: 7 fA1 7(BT 7 fCl $* 8 fAl Layer Perceat: 90 5 Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite TOTAL ASBEST03 ND** �** 5 �** 100 �* • 95 �*• Other Fibrous Materials: Fibrous Glass Trace <1$ Trace <1� Trace <1� Cellulose 10 Synthetics 85 __ 10 �_ Other: Nonfibrous Material 89 100 15 89 89 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analys t : �(/'..'�tY"�/(r�� David A. Schro Date: 0�/13/05 � FRS cEarECx, =�c. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 U - �► . : .i : - �. - ' • :�I� :Y : • • • . 1 1 Client: Alliaace Restoratioa Project ID:VR--Lionshead Oftices Perceat Sample �aI[iDle N �mhar Asbestos Date D@ �"i D i on 8 �B� N�** O1/12/05 IWhite tex vrAt 8 fCl ND** �O1/12/05 [Beiae na�*+r� Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 Lab No.:108053 Page: 8 of 10 ' � � -- .. . _ • • �- - . ,-- . � . � •��•• _�� ..- ' - .�� •. � �!� 1 _ 1 � � - � - - . � � -.. . • - . •�•. . �!� 1 1 � f _ - • . � •1S�• _ � • Aaalyses (percents determined by visual estimation) Sample Number: 8 fBl 8 fCl 9* 9 fA1 9 fBl Layer Percentz 3 2 100 6p 2� Asbestos Minerals: � Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite TOTAL ASBESTOS _ ND** _ NI�** _ ND** D1D** �** Other Fibrous Materials: Fibrous Glass m,-a� < � Trac < � Cellulose 30 . 35 Synthetics - - Other: Nonfibrous Material 100 100 69 64 100 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analyst:��,��/�/ � David A. Schroeder Date: O1/� /p5 � M • FRS GEOTECB, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 • :�� n . = u = �. „�• - '• :�I� ,y ; �. •. " 1 1 Client: Alliance Restoratioa Project ID:VR--Lionshead Offices Perceat Sample S3IriDle N �mhar ABb@8to8 Date �escrint�on 9 fCl ND** O1/12/OS LOff-whi�P ta��l 9 !Dl 1vD** Ol/� /0 �ihite t -xt,�,-Pt 9 fEl ND** O1/12/05 fBeiae �aint� Phone: 303/477-2559 800/386=3136 Fax: 303/477-2580 Lab No.:108053 Page: 9 of 10 � �� . � - _ _ Sl _� • - •.. � • � • • . � - _ _ � � � � � �L� 1 � _ � • - � •��• _� • Aaalyses {percents determined by visual estimation) Sample Number: 9 fCl 9 fDl 9 fEl 10* �0 fA1 Layer Percent: 10 Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite 8 2 100 10 TOTAL ASBESTOS _ ND* * �,r �e _�* * �* * �* * Other Fibrous Materials: Fibrous Glass Cellulose 85 ---- Synthetics --� Other: Nonfibrous Material 15 _ 100 100 gl 100 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analyst:� �i¢ David A, Date: 0�_/i3/p� � � FR3 GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 � Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 BESIILTS �F SftT ir ,�in4Qr+v+n P� .sAT ._fl LiGHT MT['RAA ApY (p_t�L� gn� �nnia i„�. Client: Alliaace Restoratioa Lab No.:108053 Project ID:vR--Lionshead Otticea Page: 10 of 10 Parceat Sample SdMD�.@ N�mhar �8�'lQSt08 Date i� ri D i �n �� B� �1k+k �1/12��5 10 fCl ND** 01/12/05 IWhite s�rfar�c� �tPrial l 10 fDl ND** 0�/12/OS [White Ddintl Aaalyses (percents determined by visual estimation) Sample Number: �0 fBl 10 fGl 10 fDl Layer Parceats 10 Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite ToTAr. AssESTOS AT�** Other Fibrous Materials: Fibrous Glass Cellulose 85 Synthetics Other: 70 �** 10 �p** Nonfibrous Material 15 100 100 --_— * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected_ Analyst:�.a,C%11J�1J/..f (�—�� David A. Schroeder Date: 01/1 /05 .. � RS Geotech, Inc • 1441 West 46th A��e., Suite 1� Den�•cr CO 80211-2338 1�-q77-2559 1-800-386-313G 1-303-�77_2580 FAX fr'sgeona,i x. n etcom. com T7iis report is concemed only n�th results of tests perfonned on samples submitted to and tested by FRS Geotech, Inc. Bulk Samolc Anal�•tical Procedures Bu1k samplcs of wnstruction materinls are anal�zed acccirding to the.�l�ethod jor rhe Dete�mrnntion of,9sbestns in 13u1k BuildinQ,lln�erinls (EPA/600/R-93/116) �>>hich the EPA reconm�cnds as the "preferred substitute" to the old b�terin::lle�{rod. L� areas ��here the "new" Atetl�od is silent, FRS follo��s the "old" Interim Alerhod and/or specific rulings issued. by the ��arious re�ulatory agencies. Each separable la��er or portion of the sample is indi��idually anal�zed and reporied, along ��th each layer's ��olume percent as a part of the total sample. Additionally, an arithmetic composite for the total sample� as receired by the I�b, is reported for layered samplcs. Information on the nature and quantity of materials at the s;Lnplii�g site, �vl�ich is unavuilaUle to PRS, n�ust lx; usul b�� thc: client to deterniine �ti�hether or not this arithmetic composite of the sample is represent�tive of the materials, as thcy e�ist in place. This same inforn�ation must be used by the client to deterniine �vhether or not any layerod material� as it exists in place, should be treated as se�•eral dit�ercnt materials or as a compositc mnterial. Each sample ]aper is prepared and anal�2ed in refracti��e inde� oils that are certified by the ma��ufacturer, Cargille Laboratories. Refr�cti��e indices are measured by the Dispersion SG�ining, Becke Line, or Oblique Illumination methods, according to �yhich mrthod is most applicable to the sample material. Asbestos content is reporfe;d as a percent of the samplc, and is a�isual estimation based upon gross san�ple examination and comprsrisons with published calibration charts during PLM analysis. Ashin is a�re rato Sam�l�hj�Q � 1 Pa ry procedwe carried out to eluninate mriny interferents and asbestos "Ic,ok-alikes." A poriion oPthe sample is placed in a fumace at 500 degrees Celsius for bem•een 1 and 4 hours; the actual time varies according to sample type. Ihe amount of asbestos present in the original sample is calculated, based upon the ��eight loss due to ashing. If the snmple had a 50% �+�eight loss, and the visual estimation of asbestos present ��•as 20`/0, the amount of asbestos reported a�ould be 10%. All ashed samples are so noted on the Final Report. Nort-Asbestiform Amohibole ]1Zinerals Particles of NON-ASBESTIFORM antlioph��ll�te, tremolite, and actinolite ��tith length to ��idth ratios equal to or e�ceeding 3: I and o�erall lengths greater than � microns are occasionally detected in some bulk samples. While such particles do meet the "old" legal definition of fibers, they do not meet the classical definition of asbectos because they do not occur �s bundles of parallel iibers (often exhibiting spla�•ed ends), matted masses of indi�ridual fibers, or long� flexible, and/or curved inditidual fibcrs. The majority of mineral fibers in a sample must display these characterislics as �4�e11 ss e,�hibit a length to �idth ratio of at least 20:1 for the mineral to be designated "asbestos." These guidelines are specified in the "New" Method: EPA/600/R-93/I 16. Oiu Final Report refers lo non-asbestiforn� anthoph��llite, iremolite, and actinolite ns either "Non-asbest. irem./actin.", or "Non-asbesE. anthoph�•1.", ��hiche��er is appropriate. (.�A /OC Procedures and the Uncertainh otAnahses All laboratory tests aze performed accardmg to rigid QA/� guidelines, and unal�lical results are Iraceable to lcno��n reference standards and procedwes. In addition to the legal requirement that 10% of All samp]es recei��ed be re-analyzeci, FRS Geotech re-analyzes all samp]es for ��•hich a trace to 3% asbestos is reported, The Ne�v Methud (EPA/600/R_93/l 16) contains the folloav�g Suggested Acceptable Eiror Table for PLM anal�•ses �+tith quantitication by �isual estimate o��er 100 fields of �i�w: Areal Percent Asbestos 1% �% 10% 2U% (or more) Acceptable Range of Asbestos Reportc�i >0% to : % 1 % to 9'/0 5% to 15% plus or minus 10% • .� �` • ALLIANCE CORPORATION Constructbn and Resto�adon Services 824 E. Chambers Ave., Unit 66 P.O. Brnc 109 Eagle, CO 81631 Office: (970) 328-4900 FAX: (970) 328-7708 CJ ��C@ COi��' Ta Ray Scott Frore� Rob Faddidc Fax: (970) 845-2358 Pa�s: 12 Pha�ee (970) 845-2356 Datee 1 /19/2005 Ree Test Resuits for Asbestos Analysis CCe 0 Urgent ❑ For Revtew � Please Comment ❑ Pless� R�ply ❑ Please Recy�clo • Canme�tt� Ray, The test results of the bulk asbestos analysis are enGosed. Samples of all wall and ceiling materials were tested. Flooring was not tested as the concr�ete floors were visible. (1) Treetop Building. 450 East Lionshead Circle, Vail, Colorado 81657. West Unit, Middie Unit, and East Unft. Test samples are identfied as "Treetop". (2) Concert Hall Plaza Condominiums. Vaii, Colorado 81657. Level 2 spaces. Test samples iderrtified as °Concert". Test sampies were analyzed by Polarized Light Microscopy (PLAI�, the EPA recommended method for detennination of fibrous constituerrts in building materials. PLM testing was oompleted by FRS Geotech, inc., an accredited lab. Resuits for alt samples show that NO asbestos containing maberials w�ere detectied. Please let me know if you have any questions Thank you. Rob Faddidc • FRS Geotech, Iac. 1441 W. 46th Ave., Suite 14 Denver, CO 80211-2338 January 13, 2005 Mr. Rob Faddick Alliance Restoration P.O. Box 109 Eagle, CO 81631- Re: Lab Number 108053 Dear Mr. Rob Faddick: ,: _ � i ��, Project: VR--Lionshead Offices • Phone: 303/477-2559 800/386-3136 FAX: 303/477-2580 e-mail: frsgeo@ix.netcom.com The bulk samples submitted to FRS Geotech, Inc. have been analyzed by polarized light microscopy (PLM), the EPA-recommended method for determination of fibrous constituents in building materials. The percent of asbestos contained in the samples is a visual estimation based upon comparisons with published charts. The results o.f these analyses are summarized in the enclosed table. This report relates only to the items received and tested by our laboratory, According to requirements set by the National Institute of Standards and Technology/NVLAP, this report must not be used to claim endorsement by NVLAP or any agency of the US Government. Also, NVLAP guidelines specify that this report should not be reproduced, except in full, without the written approval of FRS. A copy of your Chain of Custody is attached for your convenience. This report is considered highly confidential. Results will not be discussed with any person not associated with you. Please call if you have any questions about this work. Sincerely, ��''r�G'�.-✓ G� ,�" �_.__- David A. Schroeder, Ph.D. Data Controller Enclosures NVLAP Accredited Lab #10207.8-0 AIHA Accredited Lab #101557 � ' � i FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 RESIILTC AF H K A�`SFCTA�` es�rnr a��taT ve. POi.�AT7.S'D r rrHT MTrRA� A v(p�� FpA 6AA iTr oz i� � a Client: Alliaace Restoratioa Lab No.:108053 Project ID:vR--Lioashead Offices Page• 1 of 10 Percent Sample Sample Number Asbestos Date Descrintion 1'" ND** 41/12/05Tr on--we uni --we wall ioin 1'n [SheetY'ock with ai�rfar�c ,,,at,�r;al nd Dd�ntal 1 fA1 ND** 01/12/05 fWhite sheerrn�k �„iith �ns Udrahla crrav ��oard 1 1 fBl ND** 01/12/05 fWh�te surface mater�all � ,�. � � �� - � �� - .. . - - Aaalyses (percents determined by visual estimation) Sample Number: 1* 1 fA1 1 fBl 1 fCl 1 fDl Layer Perceat: 100 Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite TOTAL ASSESTOS ND** Other Fibrous Materials: Fibrous Glass Trace <1� Cellulose g Synthetics Other: 75 8 �** � �* s 8 � 8 �** � �** � Nonfibrous Material 91 89 100 100 100 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detectsd. Analyst : � �,[�++r' i' r ✓ Date: Oi/�3/05 David A. Schroeder 0 �` I u FRS GEOTECH, IWC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 � Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 RFQQ7.TC �F 8 K S'AFQTAQ es�T s*t*rvQT pQ .LRT ..i] .T ��T RACC`�py �nTM� gpA 6A�/R 94 /'I 1 F Client: Alliance itestoratioa Lab No.:108053 Project ID:VR--Lionshead Offices Page: 2 of 10 Perceat Sample Sample Number Asbestos Date �?escrintion 1 fEl ND** Ql/12/05 flnseAarable mul �niP lav rs of multin�P ��1_ors of naintGl 2* ND** 41/12/05Trc�c�t-ot�--weGt unit--nor h wall window--uAber (s�?rface mater�a�s with ta� 1 2 fA1 ND** 01/12/05 fGrav surface materiall 2 fBl ND** 01/12/05 fOff-white tanel 2 fCl ND** 01/12/05 f?nsenarab�e multin�P layers of white �n� ' vellow surfacP ma r;a1G1 Aaalyses (percents determined by visual estimation) Sample Number: 1 �E1 2* � fAl 2 fBl 2 fCl Layer Percents 1 Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite TOTAL ASBESTOS ND** Other Fibrous Materials: Fibrous Glass Cellulose Synthetics Other: 100 45 10 45 �** �** �** �** 9 85 Nonfibrous Material 100 91 100 15 100 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analyst:'��r�G�' /� � � d A. Schroeder -A��Q�� S.Q�� • FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 s Phone: 303/477-2559 800/386-3136 Fax; 303/477-2580 +► • : � : - �. :��• :,: - ' • � .Y u • — � ��:,s�:o i i QFt/�[� •l ■ I/- Client: Alliance Restoratioa Project ID:VR--Lionshead Offices Percent Sample �amnle N�m�er Asbestos Date Descrintion Lab No.:108053 Page: 3 of 10 ' � — � —— .. — � ._ �—. . �— . �—— • _ � •-- � •��• _ • . �— • �� _ � - • — — ' �L� �_ � �. —— • _ �_ —�_ . • • •��_ • � � � — • • •• • �� 1 1 � � �� 1 1 �—' " — — - ' ! S _ � _ • �S � — • • • � . � �_� � — _ Aaalyses (percents determined by visual estimation) Sample Number: 3* � fAl � fBl 3 fCl 3 fDl Layer Perceat: 100 35 Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite TOTAL ASBEST03 ND** �** 30 � 20 15 ND** �,t* �** Other Fibrous Materials: Fibrous Glass Trace <1� Trace <l� Cellulose 40 65 Synthetics Other: Nonfibrous Material 59 34 100 85 15 100 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None De�.ected. Analys t : �,(/�,��/ �� , David A. Schroeder Date: Oi/i3/05 . � � FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 R.R .TC O S .K CS .ATAC S�M9T. s***.*.+rere nv p�i LRT7AD T T �T �T RA�` A Y �pLM� LrpA 600 /R 4Z�116 Client: Alliance Restoratioa Lab No.:108053 Project ID:VR--Lioashead Offices Page: 4 of 10 Percent Sample Sam�le Number Asbestos Date Descri�tian 4'� ND** 01/12/05Treetot�--west unit--mid ceilinq fsheetrocic �th ioint compoLn� tap�- texture and paintl 4«11 ND** 01/12/05 (White sheetr��k with inseparab�P arav �arc�boardl 4 fBl ND** O1/12/05 [Off-white ioint comnoundl �� ,. � � • .. - _.- 4!D1 ND** 01/12/05 [White texture with inseparab]P white pain 1 Aaalyses(percents determined by visual estimation) Sample Number: 4* 4 fA1 4 fBl 4 fCl 4 fDl Layer Perceats Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite �iI�] Tar� Ass$sTOS Nn** Other Fibrous Materials: Fibrous Glass Trace <1� Cellulose 8 Synthetics Other: 80 10 � �•". �** �** �** �** Trace <1� 5 85 Nonfibrous Material 91 94 100 15 100 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analyst:��! �?�,h/fi�' �/ Date: O1/13/05 David A. Schroeder , 1 , • • FRS GEOTECH, INC. Phone: 303/477-2559 1441 W. 46th Avenue, Suite 14 800/386-3136 Denver, CO 80211-2338 Fax: 303/477-2580 RFQ�TQ pF SLn K ARRWSTAQ c`avnr s awt�r c• pQ .�RT ..n .T(SHT MT('RAC[`A Y�nTM� gpA 60AIR OZ�116 Client: Alliance Restoratioa Lab No.•108053 Project ID:vR--Lionshead Offices Page: 5 of 10 Perceat Sample Samnle Ntimber Asbestos Date Descri�tion 5* ND** 01/12/05Treeton--weGr unit-- outhwP�r wal tan lin fsheetrock with ioin- comAOUn� tage �nd paintl 5 fA1 ND** O1/12/05 fWhite sheetrock wit1� insenarable arav �ardboardl � �B� ND** 01/12/05 [Off-white ioint comAOUndI 5 fCl ND** O1/12/05 fOff-white tanel � �� . � Analyses (percents determined by visual estimation) Sample Number: �* 5 fA1 5 fBl 5 fCl 5 �D1 Layer Percent: Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite 100 88 TOTAL ASBESTOS ND** Other Fibrous Materials: � Fibrous Glass �'race <1� Cellulose 13 Synthetics Other: �7 � �** �** Trace <1� 10 5 2 � �** �** 85 Nonfibrous Material 86 89 _ 100 15 100 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analys t :.%!'� David A. Date: O1/13/05 • • • FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 •► . : � : - �. ,:�- - •• � :.- .• .�� Client: Alliance Restoratioa Project ID:VR--Lionshea8 Offices Percent Sample Sam�le Number ]►sbestos Date Descrintion * Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 Lab No.:108053 Page: 6 of 10 �!� 1 1 -- .. - _� ..- - - - • �-- _ • . � - - ._�� . � - �!� 1 1 � . - - • _ � �_-�. .• -.� •��. � � 1 1 • - - �� 1 1 , • - • _ �!� 1 / • • � • „ • � � .�u.� . -- -- - Analyses (percents determined by visual estimation) Sample Number: 6* 6 fA1 6 fBl 6 fCl 7* Layer Perceat: 100 95 3 2 100 Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite TOTAL ASBESTOS ND** �** �** �* — � � �** Other Fibrous Materials: Fibrous Glass Trace <1� Trace <l� Trace <1� Cellulose 10 10 13. Synthetics Other: Nonfibrous Material 89 89 100 100 g6 ! * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analyst:��I✓�� l� �-�'- Dav d A. Schroeder Date: Oi/i3/05 . • • FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 RWC�TQ pF SVLK ACRIlQTAQ ca�rnrs 'wtar+.n�.. .. p� .�AT . .D .TC MT(`RAC(�O Y �P �� FpA (�Q�g OA /"11 f Client: Alliance Restoration Lab No.•108053 Page: 7 of 10 Project ID:vR--Lioashead Offices Perceat Sample Sample NLLm�er �sbestos Date Descrintion 7 fA1 ND** O1/12/05 fWhi sh rn�k Wl h in paZ'ahla crrav carslboard l 7 fBl ND** 01/12/05 fWh?te ioint COIIlDO�nc�l 7 fCl ND** 01/12/05 [Off-white tanel �* ND** 01/12/05mrQetoA--eact unit--ba k office ceiling [�heetrock with texture and Aaintl 8 fAl ND** 01/12/05 fWhite sheetrock with inseparab]P gray car�lboard 1 Aaalyses (percents determined by visual estimation) Sample Number: 7 fA1 7 fB1 7 fCl 8* 8 fAl Layer Percent: 90 Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite TOTAL ASBESTOS ND** Other Fibrous Materials: Fibrous Glass Trace <1� Cellulose 10 Synthetics Other: 5 5 100 95 ND** �** �** �*+r Trace <1� Trace <1� 85 10 10 Nonfibrous Material 89 100 15 g9 gg * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analyst:%!��L'J///(r�( � Date: O1/13/'05 David A. Schroeder . � . FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 -�► .- : � : - �.- _ � • � .Y u • _ � . .. . _ •�-n�:v.li�il/'Q'Ft/f�•l Client: Alliarice Restoratioa Project ID:vR--Lioashead Offices Percent Sample SatnAle N mhar Asbestos Date Descrintion � � �� 1 1 � �� 1 1 - •- •_ Lab No.:108053 Page: 8 of 10 � 1 1 -- •� • • - • - - • _ � ' - • • • � � • • � � - - - �_�� _ � • �N 1 1 � - �-- • _ � -�. . • • • ��. • � - - � 1 1 � - • � • �• }• Analyses (percents determined by visual estimation) Sample Number: 8 fBl $ fCl 9* 9 fA1 9 �B1 Layer Percent: 3 2 100 (p 20 Asbestos Minerals: Amosite Anthophyllite Chrysotile , Crocidolite Tremolite-Actinolite TOTAL ASSESTOS ND** �** �** �** �** Other Fibrous Materials: Fibrous Glass Cellulose Synthetics Other: Nonfibrous Material 100 �i�iI�' Trace <1� 30 69 Trac < � 35 64 �� * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analyst �� Date: Ol/i�/05 David A. Schroeder - . • • • FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 :i� �i • c �i : r• „r �• � � .Y : • •' . 11 Client: Alliance Restoratioa Project ID:VR--Lioashead Offices Percent Sample SamD1_e Numhar Asbestos Date Descrintion 9 fCl ND** O1/12/05 fOff-whits tape� 9�D� ND** 01/12/05 fWhite texr,�rel 9 fEl ND** 01/12/05 fBeiae naintl Phone: 303/477-2559 800/386=3136 Fax: 303/477-2580 Lab No.:108053 Page: 9 of 10 �-�* ND** 91/12/05 Concert--wect wal --m'd of ��P wall fjo�nt comnound with tane surface material and Aaintl 1.0 fA1 ND** O1/12/05 - h' Aaalyses (percents determined by visual estimation) Sample Number: 9 fCl 9 fDl 9 fEl �0* �0 fAl Layer Percent: 10 Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite TOTAL ASBESTOS ND** 8 2 100 10 ** ND �** �** �,r* Other Fibrous Materials: Fibrous Glass Cellulose 85 9 Synthetics Other: Nonfibrous Material _ 15 100 _ 100 91 100 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analyst :� �,/�1'�/f�j vavia A SchroedP�- Date: O1/13/05 ; ' : . • • FRS GEOTECH, INC. 1441 W. 46th Avenue, Suite 14 Denver, CO 80211-2338 Phone: 303/477-2559 800/386-3136 Fax: 303/477-2580 RW.CQLTC nF B iT K AQRWQTAe eavnr s��tar � , P�I.ARI'L.FTf T.T�+HT MT R��f'C1PY LPTM� FPA 60f1 /T2 O'3 /� � a Client; Alliarice Restoration Lab No.:108053 Project ID:VR--Lionshead Offices Page: 10 of 10 Perceat Sample Samole Ntim r Asbestos Date Descri�tion �0 fBl ND** 01/12/05 fOff-wh;rP rano� 10 fCl ND** 01/12/05 fWh�te surfacP ma r; 11 10 fDl ND** 01/12/05 [White Aaintl Aaalyses (percents determined by visual estimation) Sample Number: 10 fBl 10 fCl 10 fDl Layer Percents 10 Asbestos Minerals: Amosite Anthophyllite Chrysotile Crocidolite Tremolite-Actinolite TOTAL ASSESTOS ND** Other Fibrous Materials: Fibrous Glass Cellulose 85 Synthetics Other: 70 �** 10 �* * � Nonfibrous Material 15 100 100 * Composite analysis (multilayered sample, see individual layer analyses). ** ND means None Detected. Analys t:�IC��L?..�c�i1//� (�---�� Dat e: 0�/ i 3/ 0 5 David A. Schroeder - - �; ,; .. FRS Geotech, Inc 1441 West 46th A��e., Suite 1� Den�•er CO 80211-2338 • 1-303-A7T-2559 1-800-386-3136 1-303-�177_2580 FA,Y frsgeona,iz. n etcom. com T71is report is concemed only ��Zth results of tests perfornted on sa�nples submitted to and tested by FRS Geotech, Inc. Bulk Sam�ic Anah•tical Procedures Bulk samplcs of canstruction materials are analyzed according tu the 111ethod for lhe Dele�mrnntion of 4sbeslos i» 13idk Builc�ing,llnlerials (EP/V600/R-93/116) ��hich the EPA reconm�ends �s the "preferred substitute" to the old Inte1•im:llethod. bi areas ��here the "ne�v" Alerhod is silent, FRS follo��•s the "old" Interim Alethod and/or specific rulings issued, by the various re�ulatory agencies. Each separable la�•er or portion of the sample is indi��idually anal�2eci and reported, along w7th each la��er's ��olume percent as a part of the total sample. Additionally, an arithmetic composite for the total sample, as received by the lab, is reported for layered samples. Infonnation on the nature and quantity of materials at thc s:unp]ing site, �vl�ich is una�>,iilaUle to P12S, wust lx: usul by the client to deterniine ��hether or not this arithmetic composite of the sample is representative of the materiais, as thcy e�:ist in place. This same information must be used by the client to deterniine �vhether or not any layered material, as it e�ists in place, should be treated as se�•eral di$erent materials or as a compositc materiaL Each sample ]a��er is prepared and anah2ed in refracti��e index oils that are certified by the manufacturer, Cargille Laboratories. Refractive indices are measured by the Dispersion Staining; Becke Line, or Qblique Illumination methods, according to ��hicli method is most applicable to the sample material. Asbestos coment is reporfe:d as a percent of the sample, and is a�7sua1 estimation based upon gross sample eaamination and compruisons with published calibration charts during PLM bnalysis. Saronl-- e Ashin¢ Ashin�e is a preparatury procedure carried out to eliminate many interferents and asbestos "]c,ok-alikes." A portion of the sample is placed in a fumace at 500 degrees Celsius for bet��•een 1 and 4 hours; the actual time varies according to sample e�pe. T7�e amount of asbestos present in the original sample is calculated, based upon the ��eight loss due to ashing. If the sample had a 50% �+�eight loss, and the visual estimation of asbestos present �vas 20%, the amount of asbestos reported ��ould be 10%. All ashed sampies are so noted on the Final Report. Non-Asbestitorm Amnhibole Minerals Panicles of NON-ASBESTIFORM anthophyllite, tremolite, and actinolite ��7th length to ��7dth ratios equal to or eaceeding 3:1 and overall lengths greater than 5 microns are occasionally detected in some bulk samples. While such particles do meet the "old" legal definition of fibers, they do not meet the classical definition of asbestos because they do not accw as bundles of parallel tibers (often exhibiting spla�•ed ends), matted masses of individual fibers, or long, flexible, and/or curved indi�idual fibers. 'I7�e majority of mineral fibers in a sample must display these characterislics as �+��ell as exliibit a length to tiidth ratio of at leasl 20:1 for the mineral to be designated "asbestus." These guidelines are specified in the "New" Method: EPA/600/R-93/116. Our Final Report refers to non-asbestiform anthoph��llite, tremolite, and actinolite as eithe.r "Non-asbest. trem./actin.", or "Non-asbest. anthoph�•1.", �a•hiche��er is appropriate. S?A /OC Procedures and the Uncertainh� otAnah•ses All laboratory, tests aze performed accordmg to ngid QA/QC guidelines, and anal�dical results are traceable to l:no��n reference standards and �rocedures. In addition lo the legal requiremenl that 10% of all samples recei��ed be re-analyzed, FRS Geotech re-analyzes all samples for ��•hich a trace to 3% asbestos is reporied, The Ne�v Methud (EPA/600lR-93/l 16) contains the following Suggested Acceptable Emor Table for PLM analyses ��th quantitication by �isual estimate o��er 100 fields of �ie�v: • � ******************************************************************************************** TOWN OF VAIL, COLORADO Statement *******************************************************************************************:. Statement Number: R050000082 Amount: $2,477.75 02/01/200510:55 AM Payment Method: Check Tnit: JS Notation: #16511/RA NELSON ----------------------------------------------------------------------------- Permit No: B05-0010 Type: ADD/ALT COPM�I BUILD PERMT Parcel No: 21010640'4030 Site Address: 452 E LIONSHEAD CR VAIL Location: 450 E LIONSHEAD CR Total Fees: $4,091.29 This Payment: $2,477.75 Total ALL Pmts: $2,477.75 Balance: $1,613.54 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 2,477.75 ----------------------------------------------------------------------------- � • TOWN OF VAIL FIRE DEPARTMENT PROCESS FOR COMMERCIAL & RESIDENTIAL FIREALARM SYSTEMS Commercial and Residential Fire Alarm shop drawing requirements at time of submittal must include the following: —L_ X �— _� �_ �._ �— �— �_ �_ x X �_ �xisfi�� X .�_ —� A Colorado Registered Engineer's stamp. Device locations on reflected ceiling plans. Typical device wiring diagrams. Battery calculations. A list of specific device model numbers. Equipment cut sheets of each type of device. The number of each type of device. Information indicating the specific zones. Circuit diagrams. Point to point wiring diagram. Wiring type, size, and number of conductors. The source of AC power circuits. Fire alarm panel locations. Knox Box location. Information indicating monitoring method and monitoring agency. Information regarding property managers and contact numbers. Owner's primary residence location and contact numbers.. Instructions for fire alarm system operations and any pertinent code numbers for proper operations. This check list has been provided to ensure that our review process may be handled in a timely manner. I have read and understand the above listed submittal requirements: Pro�ect name: � ekoQS Plazo� Contractor Sign�ture: - Date Signed: �N1�� a.6� .� • • TOWN OF VAIL FIRE DEPARTMENT GUIDELINES FOR PREVENTING NON-EMERGENCY FIRE ALARMS In order to prevent a non-emergency response from the Vail Fire Department Suppression crews to the construction location you may be working on we ask that you perform the following tasks: _� Determine what kind of fire alarm system exists within the structure you are warking in with the owner or the manager of the property involved or by contacting the Vail Fire Department. ✓ Determine with the owner or manager of the property, which alarm company services the system for them. ✓ Become familiar with the different components that are associated with the fire alarm system and how they operate before the DEMO begins. �/ Never paint a smoke detector, thermal detector, or any other component of the fire alarm system, and never paint a sprinkler head. ✓ For small projects bag detector within the area you will be working in before you start, and remove the bags after work is done for the day. ✓ For larger projects, please contact the Vail Fire Department so that we can work with you in determining what needs to be done to alter or "Zone Out" specific areas of the alarm system for the structure. Please contact the Town of Vail Fire Marshall, Mike McGee at 479-2135 or the Town of Vail Fire Prevention Officer, Mike Vaughan at 479-2252. I have read and understand the above guidelines. Project Name: �i�e. -�� n Pl az�- Contractor Signature: � Date Signed: 3 M�r-�I� aba5 F:\Users\cdev\FORMS\PERMITS�Alarmperm.doc 08/23/2004 �PLAN INFORMATION SHE� VAIL FIRE & EMERGENCY SERVICES BUILDING INFORMATION: .� Building name• ��-r zL� Street address & phone #: _�fv�� -i a �.s h� Circ-l'2 Knoz box location: Alarm panel location: P_ le�.-�ri c� � r6 o r►� — mit`.� � L eJe�I Alarm silence & reset codes: f� (ti RPS': NAMES & PI�ONE NUMBERS (work & home): Owner: `/�� Property manager: �e� � r0 w LLG Property maintenance manager: ��.i� �oEr�.� ��r�-�o-�..S A1arm service company: fJ�.� ��S T C �e�fr� e BUILDING UTILITIES: Gas- Main location: Other locations: Electric• Main location• Sub-panel locations: Water: Main valve location: Main fire valve location: Secondary water valve locations: r - - r .� - • � \ , � u ro�rraFV� �' HOW DID WE R.4TE WITN Y�U? Tawn of Vaii Survey _ Communiiy Development Department Russell �orr�s�i, Dire�#or, (970� �79-2139 Check aii that ap�iies. 1. Which Departrnent(s.) did you cantact? Buiiding Environmental Housing Admin Planning - DRB PEC 2. Was your inifial contact with our staf� immediate slow _ no one avaiiable � 3. If you were required to wait, how long was it before you were heIped? 4. Was your project revie�Ned on a timely basis? Yes / No If no, why not? � 5. Was this your first time to file a DRB app PEC app Bldg Permit N/A 6. Please rate the performance of the staff person who assisted you: 5� 3 2 1 Name: (knowledge; responsiveness, avaiiabiiity) or > . . . 7. Overall effectiveness of the Front Servic� Counter. 5 4 3 2 1 8. What is the best time of day for you to use the Front Service Counter? � 9. Any comments you have which would allow us to better serve you next time? Thank you for taking the time to comple#e this survey. We are committed to improving our seNice. � Models Available Two-Wire Models 2W-B 2WT-B Four-Wire Models 4W-B 4WT-B Accessories 2W-MOD2 SENSRDR RT A77-AB2 Product Overview 2-wire standard 2-wire standard with thermal 4wire standard 4-wire standard with thermal 2-wire loop test/maintenance module Sensitivity reader Removal/repiacement tool Retrofit adapter bracket Plug-in detector line — mounting base included Large wire entry port lo-iine terminals with SEMS screws MouMs to octagonal and singl�gang backboxes,4-square backboxes,or direct to ceiling StoE►Drop 'N Lock'"' attachment to base System Sensor's 13'"" series smoke detectors represent a significant advancement in conventiooal detection. The i3 family is founded on three principles: Instaliation ease, Inteliigence, and Instant inspection. Installation ease. The i�; line redefines installation ease with its plug-in design. This allows an installer to pre-wire the bases included with the heads. The large wire entry port and in-line terminals provide ample room for neatly routing the wiring inside the base. The base accommodates a variety of back box mount- ing methods as well as direct mounting with drywali anchors. To complete the installation, i3 heads plug-in to the base with a simple Stop-Drop 'N Lock action. Removable detector cover and chamber �ntelligence. i3 detectors offer a number of intelligent Eeatures to simplify for easy cleaning testing and maintenance. Drift compensation and smoothing algorithms are standard with the i; line, to minimize nuisance alarms. When connected to the Built-in remote maintenance signaling 2W-MOD2 loop tesdmaintenance module, or a panel equipped with the i; protocol, 2-wire i3 detectors are capable of generating a remote maintenance Drift compensation and smoothing signal when they are in need of cleaning. This signal is indicated via an LED algotithms located at the module and the panel. 1"o read the sensitivity of i3 detectors, the SENS-RDR is a wireless device that displays the sensitivity in terms of percent Simplified sensitivity measurement per foot obscuration. Wide angle, dual color LED indication Loop testing via E2 Walk feature Built-in test switch U` FY� � .� /� uQlL �rci� ��wr�n � approv�d +pproved 5911 3011446 7272-1209:210 29001-E 2093 Instant inspection. The i3 series provides wide angle red and green LED indica- tors for instant inspection of the detector condition, indicating: normal standby, out-of-sensitivity, alarm, or freeze trouble conditions. When connected to the 2W-MOD2 loop tesdmaintenance module or a panel with the i3 protocol, the EZ Walk loop test feature is available on 2-wire i3 detectors. This feature verifies the initiating loop wiring by providing LED status indication at each detector. ► w • • Architect/Engineer Speciflcations Smoke detector shall be a System Sensor with a plaster ring, or direct mount to the The detector shall provide dual color LED i3 Series model number , listed to ceiling using drywall anchors. Wiring con- indication which blinks to indicate power Underwriters Laboratories UL 268 for Fire nections shall be made by means of SEMS up, nor�nal standby, out of sensitivity, Protection Signaling Systems. The detector screws. The detector shall allow pre-wiring alarm, and freeze trouble (model 2WT-B, shall be a photoelectric type (model 2W-B, of the Uase and the head shall be a plug- 4WT-B) conditions. When used in conjunc- 4W-B) or a combination photoelectric/ in type. Tlie detector shall have a nomi- tion with the 2W-MOD2 module, 2-wire tliermal (model2WT-B, 4WT-B) with ther- nal sensitivity of 2.5°/a per foot nominal models shall iuclude a maintenance signal mal sensor rated at 135°F (57.2°C). The as measured in the UL smoke box. The to indicate the need for maintenance at the detector shall include a mounting base for detector shall be capable of automatically alarm control panel, and shall provide a mounting to 3'h-inch and 4-inch octagonal, adjusting its sensitivity by means of drift loop testing capabiliry to verify the circuit single gang, and 4-inch square back boxes compensation and smoothing algorithms. witl�out testing each detector individually. Electrical Speciflcations Operating Voltage Standby Current Peak Standby Current Nominal: 12/24V non-polarized 2-wire: 50 �A maximum average 2-wire: 100 uA Min.: 8.5V 4wire: 50 NA maximum average 4-wire: n/a Max.: 35V Maximum Alarm Current Alarm Contact Ratings Maximum Ripple Voltage 2-wire: 130 mA limited by controi panel 2-wire: n/a 30% peak to peak of appiied voltage 4-wire: 20 mA @12V, 23mA @ 24V 4-wire: 0.5 A@ 30V AC/DC LED Mode Power up Normal (standby) Out of sensitivity Freeze trouble Alarm Green �EO Blink every 10 seconds Blink every 5 seconds off off off Red LED Blink every 10 seconds off Blink every 5 seconds Blink every 10 seconds Sol id Condition Duration Initiai LED status indication 80 seconds Physical Speciflcatlons Operating Temperature Range Sensitivity Mounting 2W-B and 4W-B: 32°F-120°F (0°C-49°C} 2.5%/ft. nominal 3�-inch octagonal back box 2WT-B and 4WT-8: 32°F-100°F (0°C-37.8°C) 4inch octagonal back box Input Terminals Single gang back box Operating Humidity Range 14-22 AWG 4-inch square back box with a plaster ring 0 to 95% RN non-condensing Dimensions (including base) Direct mount to ceiling Thermal Sensor 5.3 inches (127 mm) diameter 135°F (57.2°C) fixed 2.0 inches (51 mmj height Freeze Trouble Weight 2WT-B and 4WT-B only: 41°F (5°C) 6.3 oz. (178 grams) Ordering Information Model Thermal Wiring Alarm Current 2W-B No 2-wire 130 mA max. limited by control panel 2WT-B Yes 2-wire 130 mA max. limited by control panel 4W-8 No 4-wire 20 mA @ 12V, 23mA � 24V 4WT-B Yes 4-wire 20 mA @ 12V, 23mA @ 24V Model Description 2W-MOD2 2-wire loop test / maintenance module SENS-RDR Sensitivity reader RT Removal / repiacement tool A77-AB2 Retrofit adapter bracket, 6.6 in. (16.76cm) diameter System Sensor Sales and Service System Sensor Headquarters System Sensor Canada System Sensor In China System Sensor - Far East System Sensor - India 3825 Ohio Avenue Ph: 905.812.0767 Ph: 86.29.8832.0119 Ph: 85.22.191.9003 Ph: 91.124.637.1770 x.2700 St. Charles, IL 60174 Fx: 905.812.0771 Fx: 86.29.8832.5110 Fx: 85.22.736.6580 Fx: 91.124.637.3118 Ph: 800/SENSOR2 System Sensor Europe System Sensor in Singapore System Sensor - Australla System Sensor - Russla Fx:630/377-6495 ph:44.1403.891920 Ph:65.6273.2230 Ph:613.54.281.142 Ph:70.95.937.7982 www.systemsensor.com Fx:44.1403.891921 Fx:65.6273.2610 Fx:613.54.281.172 Fx:70.95.937.7983 � 2004 System Sensor. The company reserves the right to change product specifications without notice. A05-031&005•6/04•#1280 � `� • //www. chemetronic s. com/600. shtml — — � �;� 'r-ociucts Hornc �c��i�pai�y SuE�port Salcs Decorative Heat Detectors FOR DATASHEETS 8� CERTIFICATES - CLICK HERE 600 Series Rate of Rise and Fixed Temperature Heat Detecfors The Series 600 detector offers Rate-of-Rise and Fixed Temperature properties, with 135°F (57°C) or 200°F (94°C) settings, visual indication, Single or Dual circuit options, and normally open contacts, incorporated into an attractive, low profile design. Click on the folowing topics for more information . DESCRIPTION SPECIFICATIONS INSTALLATION CAUTIONS ELECTRICAL RATINGS LISTINGS AND APPROVALS Description The Series 600 heat detector is attractive, durable and features a combination rate-of-rise and fixed temperature operation. The heat detectors are availabte in 135°F (57°C) or 200°F (94°C) temperature ratings. Rate-of-Rise The rate-of-rise function detects heat quickly by responding to a rapid temperature increase. The pneumatic element responds to a rapid rise in temperature, approximately 15°F (8°C) per minute, when the air expands faster within the sealed chamber than it can escape through the calibrated vent. The increase in preessure depresses the diaphragm, causing the electrical contacts to close the circuit. Rate-of-rise units have a wide spacing allowance of 50 foot centers. See Sqecification Table for details. Fixed Temaerafure The fixed temperature function reacts to heat by responding to a specific temperature setting. The element is constructed of a fusible alloy, which fuses at the fixed temperature setting of either 135°F (57°C) or 200°F (94°C). When activated, the extemal heat collector drops away to provide quick visual confirmation that the element has operated. Low Profile The units protrude only 1-3/8 inches from the ceiling surface with a junction box mounting. The pleasantly contoured, all-white finished design conforms aesthetically to most ceilings. lnstallafion 1 of 3 2/28/2005 5:56 PM v � • //www. chemetronic s. com/600. shtml �• Each detector includes a patented reversible mounting plate. In one position, it easily attaches to a 3-1/4or 4 inch octagonal box, or a plaster ring. In the opposite position, the plate can be used for open wiring without a junction box. A 1/4 inch space between the detector and the mounting surface provides room for the wire connections. All mounting screws are concealed. The detector attaches easily to the mounting plate with a push and twist motion, requiring no tools. The mounting plate is molded from a white self-extinguishing thermosplastic, rated at 221°F (105°C). The plate is extremely strong yet is pliable enough to adapt to uneven mounting surFaces. The figures below depict the typical installations and wiring connections: Junctlonr Bor Alo�aN�� c.!li�g SuHacs Aiowrtlr►Q ` ��- ._�_� i.---Hens•---.-..� _i� 3-t/d' Cut Aar surfece Reversible Actagorta! B�oar moirtttMg ARotmring i % f�fete ---� RBV@IgibfA Pdat� &32" Roa�r�d IieBd SCtt�rs S49 �0 1" Specification Table : Model 601 and 621 � 8-3?" Ftat Neac1 V1�a�od &crsws Model 602 and 622 Screw Terminals Su+ndard S�ng!s Clreult D�trcto� Wire !rom ale�m pdnE! or prev'OL8 dBleCfOr. Wrre cau�eded to next datecla ar end ai line res�sror. NOTE: Al1 si�g�e cir�it rnoQeta con►e with one (r) rtvrmeuy open d►y contact. Dera! Ctncult Dttector f1Sed fo aend hva Indepertdent S�gnars. �re cbnrrected to next detectoi or— end ot 1ir►e issistor. �re trom afarm pane! or previous delector W1re Connecteal ta next detector or e»�t1 Ot litte resistor. I ;�. � MOTE: Al! dua! cirauit rr�odefs c�or»� wiNi or►e (P) nameAy open dry contacts. Model 603 and 623 II Model 604 and 624 • � � Gray Dot Rin nd Dot No Marking Gray Ring Gray g a Mode1601 = single circuit Model 602 = single circuit Model 603 = single Model 604 = single circuit Model 621 = dual circuit Model 622 = dual circuit circuit Model 624 = dual circuit Model 623 = dual circuit Rate-of-Rise and Fixed Rate-of-Rise and Fixed Fixed Temperature only, Fixed Temperature only, Temperature,135°F Temperature, 200°F (94°C) 735°F (57°C) 200°F (94°C) (57°C) Applications: Normal Applications: Normal Applications: Normal temperature fluctuations Applications: Normal temperature temperature fluctuations and ceiling temperatures temperature fluctuations and fluctuations and ceiling and ceiling temperatures not exceeding 100°F ceiling temperatures temperatures not exceeding 700°F (38°C), but 2 of 3 2/28/2005 5:56 PM ' �, • �p://www.chemetronics.com/600.shtml �38,�� exceedong 100°F (38°C), but I exceeding 100°F (38°C) not 150°F (66°C) not 150 F(66 C) � I Max. Spacing Allowance Max. Spacing Allowance � Max. Spacing Allowance 50 x 50 ft. - UL Max. Spacing Allowance 50x50ft.-UL 30x30ft.-FM 25x25ft.-UL 15x75ft.-UL 30x30ft.-FM I20x20ft.-FM I, CAUTION: Where life safety is involved, smoke detectors MUST also be used. Heat detectors should be used for property protection only. Reliance should not be placed soley on heat detectors for life safety. Detectors must not be painted. Heat detectors should be electronically supervised with battery backup at the panel. Electrical Ratins�s: 6-125 Volts A.C., 3.0 Amps. 6-28 Volts D.C., 1.0 Amps. 125 Volts D.C., 0.3 Amps. 250 Volts D.C., 0.1 Amps. Listin�s/Aaprovals: Listed by Underwriters Laboratories (UL) Factory Mutual Approved (FM) California State Fire Marshal Approval ICSFM) #7270-1582:102 City of New York (MEA) Listing No. 188-94E Listed by Underwriters' Laboratories of Canada (ULC) , ------....-- ---- ; 'SALES � 400 Main Street � Ashland, MA 01721 � ', ( Phone: 1 800 496 8383 ; i Fax: 1 800 496 7272 Home - Products - Company - Sales - Support -- Links 3 of 3 2/28/2005 5:56 PM . � �,., � � Fi re��i-re° A�arms www.flrelfte.com GENERAL The Fire•Lite Alarms BG-12 Series is a cost�ffective, fea- ture-packed, non-coded series of manual fire alarm pull stations. It was designed to meet multiple applications with the installer and end-user in mind. The BG-12 Series features a variery of models including single- and dual- action versions. The BG-12 Series provides Fire•Lite Fire Alarm Control Panels (FACPs), as well as other manufacturers' controls, with a manual alarm initiating input signal. Its innovative design, durable construction, and multiple mounting op- tions make the BG-12 Series simple to install, maintain, and operate. FEATURES • Aesthetically pleasing, highly visible design/color. • Attractive contoured shape with light textured finish. • Meets ADA 5 Ib. maximum pull-force. • Meets UL 38, Standard for Manually Actuated Signaling Boxes. • Easily operated (single- or dual-action), yet designed to prevent false alarms when bumped, shaken, or jaRed. • PUSH IN/PULL DOWN handle latches in the down po- sition to clearly indicate the station has been operated. • The word "ACTIVATED" appears on the top of the handle in bright yellow, further indicating operation of the sta- tion. • Operation handle features white arrows showing basic operation direction, for non-English-speaking persons. • Braille text included in finger-hold area of operation handle and across top of handle. • Multiple hex- and key-lock models available. • U.S. patent-pending hex-lock needs only a quarter-tum to lock/unlock. • Station can be opened for inspection and maintenance without initiating an alarm. • Product ID label viewable by simply opening the cover; label is made of a durable long-life material. • The words "NORMAL" and "ACTIVATED" are molded into the plastic adjacent to the alarm switch (located in- side). • Four-position terminal strip molded into backplate. • Terminal strip includes Phillips combination-head cap- tive 8/32 screws for easy connection to Initiating Device Circuit (IDC). • Terminal screws backed-out at factory and shipped ready to accept field wiring (up to 12 AWG/3.25 mm2). July 14, 2004 DF-52004 F-050 BG-12 Series Manual Fire Alarm Pull Stations Section: Conventional Initiating Devices California State Fire �-�_"; Marshal C � � US � � 7150-0075:184 LISTED FM M� 67-02-E APPROV� S s � � s • Terminal numbers are molded into the backplate, elimi- nating the need for labels. • Switch contacts are normally open. • Can be surface (with SB-I/0 or SB-10) or semi-flush mounted. Semi-flush mount to a standard single-gang, double-gang, or 4" (10.16 cm) square electrical box. • Backplate is large enough to overlap a single-gang backbox cutout by up to 1/2" (12.7 mm). • Optional trim ring (BG-TR). • Spanish version (FUEGO) available (BG-12LSP). • Designed to replace the Fire•Lite Legacy BG-10 Series. • Models packaged in attractive, clear plastic (PVC), clamshell-style, Point-of-Purchase packages. Packag- ing includes a cutaway dusUpaint cover in shape of pull station. Fire•Lite� Alarms is a Honeywell company. This document is not intended to be used for installation purposes. We try to keep I�O 9001 �� our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to � change without notice. � i � ,; � For more information, contact Fire•Lite Alarms, One Fire-Lite Place, Northford, Q� A L I T i S Y E T i M S Connecticut 06472. Phone: (800) 627-3473, Toll-Free FAX: (877) 699-4105. DF-52004 • 07/14/04 — Page 1 of 2 � �. � -.`^! . � CONSTRUCTION Cover, backplate and operation handle are all molded of durable polycarbonate material. Cover features white lettering and trim. Red color matches System Sensor's popular SpectrAlertTM' horn/strobe series. OPERATION The BG-12 manual pull stations provide a textured finger- hold area that includes Braille text. In addition to PUSH IN and PULL DOWN text, there are arrows indicating how to operate the station, provided for non-English-speaking persons. Pushing in and then pulling down on the handle activates the normally-open alarm switch. Once latched in the down position, the word "ACTIVATED" appears at the top in bright yellow, with a portion of the handle protruding at the bottom as a visible flag. Resetting the station is simple: insert the key or hex (model dependent), twist one quar- ter-tum, then open the station's front cover, causing the spring-loaded operation handle to return to its original position. The alarm switch can then be reset to its normal (non-alarm) position manually (by hand) or by closing the station's front cover, which automatically resets the switch. SPECIFICATIONS Physical Specifications: ao�o oo�o oa-�o a a-�o 0 00 oamon ss �o s.6o� �o ss �a 6.0 �o a.zs �o (1397m) (1423m) (1397m) (1524m) (10.79m) 0 mm: 4.121 �0 4.222 �0 9.121 �0 4.69 �0 4.25 �0 (10.47m) (10.72m) (10.97m) (11.91m) (10.79m) Omm: 139 � 1.439 �0 1.375 �0 2.0 �0 1.75 �0 (3S3 m ) (3.66 m ) (3.99 m ) (5.08 m ) (4.945 m ) 52004t7.tbl Electrical Speciflcations: Switch contact ratings: gold-plated; rating 0.25 A@ 30 VAC or VDC. ENGINEERS' & ARCHITECTS' SPECIFICATIONS Manual Fire Alarm Stations shall be non-code, with a key- or hex-operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key or hex. An operated station shall automatically condition it- self so as to be visually detected as activated. Manual stations shall be constructed of red colored LEXAN� (or polycarbonate equivalent) with clearly visible operating in- structions provided on the cover. The word FIRE shall ap- pear on the front of the stations in white letters, 1.00 inches (25.4 mm) or larger." Stations shall be suitable for sur- face mounting on matching backbox SB-10; or semi-flush mounting on a standard single-gang, double-gang, or 4" (10.16 cm) square electrical box, and shall be installed within the limits defined by the Americans with Disabili- Page 2 of 2— DF-52004 • 07/14/04 ties Act (ADA) or per national/local requirements. Manual Stations shall be Underwriters Laboratories listed. *NOTE: The words "FIRFJFUEGO" on the BG-12LSP shall ap- pear on the front of the station in white letters, approximately 3/ 4" high. PRODUCT LINE INFORMATION Model BG-12S BG-12SL BG-72 BG-12L Descriptfon Single-action pull station with pigtail connec- tions, hex lock. Same as BG-12S with key lock. Dual-action pull station with SPST N/O switch, screw terminal connections, hex lock. Same as BG-12 with key lock. BG-12LSP Same as BG-12L with English/Spanish (FIRE/FUEGO) labeling. BG-12LOB Same as BG-12L with "outdoor use" listing. tncludes outdoor listed backbox, and seal- ing gasket. BG-12L0 Same as BG-12L with "outdoor use" listing. Does not include backbox. BG-12LA Same as BG-12L with auxiliary contacts. BG-12LPS Same as BG-12L with presignal feature. BG-12LPSP Same as BG-12LPS with English/Spanish (FIRE/FUEGO) labeling. SB-UO SB-10 WP-10 WBB 17003 17007 Indoor/outdoor backbox. Indoor use backbox. Outdoor use backbox. Outdoor use backbox. Key lock. Hex lock. 1.390" (35.306) �----1 �re Length Strip Gauge � 1.000" (25.40) � 0.750" (19.05) 5.500" (139.70) (mm) � • • • 06-06-2007 Inspection Request Reporting Page 12 4:39 nm Vail,_..�`,�� — CitTdf Requested Inspect Date: Thursday, June 07, 2007 inspection Area: CG Site Address: 452 E LIONSHEAD CR VAIL 450 E LIONSHEAD CR AIP/D Information Activity: 605-0010 Type: A-COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy : Use: III-B Insp Area: CG Owner. 450 BUFFALO PROPERTIES LLC Contractor. R.A. NELSON & ASSOCIATES INC Phone: 970-949-5152 ,,. Description: TREETOPS C NDOS-VAIL M�UNTAIN OPERATIONS OFFICE-DEMO INTERIOR, BUILD STAIRS AND , WALLS. REMSDEL 2 BATHROOMS, INSTALL PARTITIONS FOR OFFICES Reauested Insoection(sl � �' ��' � � Item: 540 BLDG-Final C/O Requested Time: 10:30 AM Requestor: R.A. NELSON & ASSOCIATES, INC/ Dennis Phone: 970-471-6049 Comments: Will call Dennis 4 49 Assigned To: JMONDRAGON Entered By: LTILLMAN K Action: Time Exp: . RLPT131 Run Id: 6776 . � 04-07-2005 � tnspection Request Reporting Page 4 5:33 tsm ----- VAIL- CO - TOWN .QE_--- - Requested Inspect Date: Friday, Aph! 08. 2005 Inspectlon Area: CG 5ite Address: 452 E LIONSHEAD GR VAIL 450 E LIONSHEAD CR A1PlD Irtformation Activity: B06-OQ10 Type: A-COMM Sub Type: ACdM Status: ISSUED Const Type� Occupar►cy: Use: III-B Insp Area: CG Owr�er. 450 BUFFALO PROPERTlES LLC ApRlicant: VAIL RESORTS (VAIL CORP Phone: 970-845-2354 Consractor: RA. NELSON 8� ASSOCIATES, INC Phone: 370-943-5152 DescripUon: 7REETOPS CONDOS-VAIL MOUNTAIN OPERATIONS OFFICE-DEMO INT'ERI�R, BUILD STAIRS AND WALLS. REMODEL 2 BATHROOMS. INSTAIL PARTiTIONS FOR OFFICES NoUce: a new ADA access ramp will require DRB applfcat3on and approvai - BGIBSON Natice: Buliding revisbns dated 311Q105 approved by Planning. - BGiBSON NoUce: Review af revisions approved. AddiHonai fees imposed for review and tor partiai inspectlon. - MMCGEE Notice: revised plans for the bathroom changes and vestibule approved 3;�17,'05. see cloudeci changes on the plan sets. ffeW set re-issued. - CGUNIOId Natice: ORB appiication may be requ�ied for new ADA access ramp. Planning shali conArm prbr to issuance of the proposed ravistons. - GRUTtiER Notke: VFES issued verbal order to shut down on 02�23?"05 tor non-compiiance wfth fire alarm requirements, failure to noUty prior to demo, creating talse alarms. and tailure to obtain fire alarm permft. UVork is al{owed to resume once the buildfng has been made safety for demoliUon. investlgation fee assessed Fire Marshal. - MMCGEE Comment SUItDING EVISIONSiAS SUIITS SUBMITTED AND ROUTED TO CHRIS GUNION. BILL GIBSON AND FIRE - GRUTHER Comment: REVISIONS SUBMlTTED ADORESSING CQMMENTS SUBMITTED AND ROUTED TO CHRIS GUNIdN. REV{SED PV1NS APPRaVED 2'� 1'05 - CGUNIQN CommeM: plan review commenis iaxed 2/4/05. F:kdev�CHRiS�PERMIT.COMMENTSiB05-0010.DOC hold uMil commsnts are addressed. • CGUNit?N Gomment ROUTED TO CHRIS GUNION. BILL GIBSON. FlRE AND PUBLIC WORKS - JSUTHER Reauested Insaection(s�i � �r�� Item� 530 B1_DG-Terr�p. C/� Re�uest im 08,00 AM Requestoc P A NELSON & ASSOCIATES. lNCJDENNIS Phone: 471-6049 Comments UPPER QF PFICES Asslgned To- CL�AVIS Entered By: LCAMPSELL K Action: Time Exp: Item Commertts: .. , W1�R lE�.�EL QNLYT�A'��SS IS AILOWED TQ THE UPPER LEVEL. Ite!±� Comments: 1.RtSE ON EAST STAIRS EXGEEDS 7' MAX AT 1st STEP. 2.RUN ON WEST STAIR IS LESS AN 11" MIN. • �� i' j �� J �. ! `i + �i��i�� Irrspection Histon► ftem: 'f0 BLDG-Footlngs/Steel ttem: 20 BLQG-Foundatlon!Steel , ftem: 30 BLDG-Framing " Approved " Q3l08/05 Inspector: GCD Act9on� Pt PARTIAL INSPECTiON Comments: FRAMING tS APPRQVED TQ QNE SIL�E THE tNALLS. BEFOR CL�StNG UP WALLS PR�VtDE REVISION TO BUtLD DEPT FOR REVtEW AND APPROVAL �� 03��10!05 Inspector. cdavis Action: COND APPROVED+CONDITIONS Comments: framtng approved in all locations except at areas that have been revlsed. Revlons shall be � approved prlor to reinspection J3.!14105 Inspector. GCD Action: CR CORRECTION REQUtRED REPT131 Run Id: 3109