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Home My WebLink AboutB06-0021 �� Community Development Department 75 South Frontage Road Vail, Colorado USA 81657 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Vail's Front Door Building D Skiers Services Building Address of project: 174 Gore Creek Drive Vail„CO 81657 Owner name and address: Lodge Properties Inc 174 Gore Creek Dr Vail,Co IBC Edition: 2003 IBC Occupancy Group(s): B M Type(s)of Construction: VA Permit Number(s): B06-0021 Occupant Load: Sprinkler System Y/N Type: Y 13 Martin Haeberle, Chief Building Official ZZ � �. Date B06-0021: Entries for Item:90 - BLDG-Final 08:25 06/19/2013 Action Comments By Date Unique_ Ke AP mgsafe 01/20I2009 A000122 083 Total Rows: 1 Page 1 ****************************+**************************************************+**+********+ TOWN OF VAIL, COLORADOCopy Reprinted on 06-19-2013 at 08:25:35 06/19/2013 Statement ********�*******++******************************+**********************************�******** Statement Number: R070002290 Amount: $1, 336.75 10/22/200709: 19 AM Payment Method: Check Init: DDG Notation: Hyder 56969 ----------------------------------------------------------------------------- Permit No: B07-0176 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-2302-9 2101-082-7800-2 2101-082-8100-3 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D'-VAIL SPORT Total Fees: $2, 164 . 69 This Payment: $1, 336.75 Total ALL Pmts: $2, 164 . 69 Balance: $0. 00 *************�******************************************************+***�******************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ 00100003111100, GFPO BLDG PERMIT FEES-GFP012 891. 63 00100003112300, GFPO PLAN CK - project GFP012 722.35 BP 00100003111100 BUILDING PERMIT FEES 382. 12 PF 00100003112300 PLAN CHECK FEES -662.35 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B07-0176 Project#: PRJ06-0031 Job Address: 174 GORE CREEK DR VAIL Status . . . : FINAL Location.....: VAILS FRONT DOOR-BUILDING 'D'-VAIL SPORT Applied . . : 06/15/2007 Parcel No...: 210108223029 Issued . . . 10/22/2007 Expires . .: 07/17/2009 OWNER LODGE PROPERTIES INC 06/15/2007 PO BOX 7 VAIL CO 81658 APPLICANT HYDER CONSTRUCTION, INC 06/15/2007 Phone: 303-825-1313 543 SANTA FE DRIVE � DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 06/15/2007 Phone : 303-825-1313 543 SANTA FE DRIVE DENVER � CO 80204 License: 109—A Desciption: VAILS FRONT DOOR-BUILDING ' D' -VAIL SPORTS RETAIL TENANT FINISH Occupancy Type Factor Sq Feet Valuation Totals . . . $150, 000 . 00* TOV Adjusted Valuation: $150,000.00 Revision Valuation: $0.00 Revised Total Valuation: $150,000.00 +«+�******�***�***�+�+*�*�**�***r**�+�+**++*+�++�s*��►»►�*�**�*s**�• FEE SUMMARY ♦**��e****�*�**r*�**a+a��******+**►**a�***�►*�*x+*�**�**►* Building------> $1,273.75 Restuarant Plan Review--> 50.00 Total Calculated Fees---> $2,109.69 Plan Check---> $827.99 Recreation Fee--------------> S0.00 Additional Fees-----------> $60.00 Investigation-> $0.00 TOTAL FEES-------------> $2,109.69 Total Permit Fee----------> S2,164.69 Will Call-----> $3.00 Payments-------------------> $2,164.69 BALANCE DUE---------> S0.00 +***+►�**+*++�*r��*�+*r+��**�r****r****+******�*****�s*+*******rr*►�+***+�*►***�*«�r�++v*r*�*****+**r***********�*�****��*�*s►�**��x*r�***a****� Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2007 ep Action: DN sent letter to applicant 08/21/2007 ependley Action: AP approved IR: 4502 . tenant finish. Plan reviE � $662 . 35, Permit fee $891 . 63 . 10/10/2007 ependley Action: AP Rev2/IR5736; approved changes at basket sto� added valuation. Added plan review fee of $60 . 00 due. Item: 05400 PLANNING DEPARTMENT 07/25/2007 George Action: AP This is an approval for the interior tenani of the Vail Sports space. Corrections to the parking calculations are required to adc the addition of retail square footage at the north end to the space. Commercial ski storage is not allowed on the first floor or street level of this building. Ski rental is not commercial ski storage Item: 05600 FIRE DEPARTMENT 06/18/2007 McGee Action: DN As built fire protection systems are not a_ Resubmit. Roll down shutter door at top of stairs is not allowed. Submit exit plan. Customer "rope" layout is not clear. Shop drawings are required for fire sprinkler and fire alarm permits . 09/04/2007 mcgee Action: DN I reviewed the plans and sent the followinc comments out 06/18/07 . "As built fire protection systems are not allowed. Resubmit. Roll down shutter door at top of stairs is not allowed. Submit exit plan. Customer "rope" layout is not clear. Shop drawings are required for fire sprinkler and fire alarm permits . " Todd Architects sent a letter to Safebuilt dated 23 July, 2007 with some response: I point out the response from Todd Architecture reference the Fore Department comr BCER modified the plan notes to indicate the fire sprinkler will not be "as-built' have not seen revisions. The revisions were to be included in the Bldg D fire spr= plans . We have approved the Bldg D fire sprinkler shops under separate cover. According to the comments from Todd Architecture, the roll down door is still undE review by 42/40 and BCER. The Fire Department does not object to roll down doors over countE but objects to roll down doors in the path of egress. Even if the roll down door is nc "required path of egress", people who become used to going through that passage w� be come confused they attempt self rescue and find "their usual path" is now blocked. If the doors to the foyer are unintentionally closed while the space is occupied, exit width for the single rear door is insufficient. If the roll down doors close due to malfunction, there is no information showing � emergency release, counter spring, weight, etc. . How do you manually roll the doors back up' The continuing issue of the roll down doors will have an impact on the fire alarm fire sprinkler systems as we proceed towards the requested TCO and the requested time : Fire Department issues have not yet been resolved, hence, the permit has not been approved. I did not see any comments or revisions on the proposed roll down door as it affec egress, access, ventilation, fire detection, sprinkler layout, etc. . 10/19/2007 Cdavis Action: AP See email attached below providing approva: Vail ' s Fire Marshal Neha Khere, What I have in my possession is a copy of 42/40 ' s Architect' s Supplemental Instru< no. D-047 we received attached to the email . The design does meet the minimum requirement ' s of the International Building Code, it was necessary to take an exception to meet the minimum code. I also note this project has significant challenges and as such, significant elemE were submitted under a performance based approach for fire protection. I am of the opinion the coiling grilles in the configuration as submitted, do not the intent of the performance based approach. The review of the attachments included Safebuilt' s Plan Review Comments, a copy oi revision relocating the coiling door D 134 away from the bottom step to provide a landing, of a letter from 42/40 addressed to Eric Pendley, and copies of cut sheets for the coi_ doors (difficult to read due to poor quality) . One of the notes (9.2) on Sheet 1 of 11 of Cookson' s plan indicates the coiling dc to close automatically upon release of an approved heat sensing device. The Fire Department does not think the coiling doors should close upon activation alarm. We are of the opinion the coiling doors are a serious detriment and hindrai egress. The options on Sheet 1 of 11 indicate there are four means to open the door. We d: find which option has been selected. The cut sheets indicate the coiling doors are an open grate (grille) design. The plans indicate four openings into the rental shop, three of which have the co_ doors installed. The only swinging door is located on the north side . Based on the inherent risk to fire fighter life safety, the rental shop' s fuel lo< area of the shop, and the fact there is but a single access/egress point readily avail� fire fighters without undue risk and manipulation, we have decided the primary approacY alarm in this space will be from the lobby. We recommend a means of opening the grille from the lobby side be provided. Under exigent circumstance, we will not enter via the single swing door on the no� side. The grilles do not provide any reasonable means of secondary egress for emergency personnel. Fire fighters would likely be unable to find an "emergency chain", cannot stand u� smokey or heated environment to activate a motorized control, and will not spend 1 to cut locks on one or more rails and then attempt to raise the coiling doors while 1 to stay low in a smokey environment. It is still the Fire Department' s opinion and request door D134 be converted to a swinging hinged door. The current configuration may meet the minimum requirements of the building code, does not provide sufficient safety for fire personnel to enter through a single door, c a search , perform a rescue, combat a fire, or operate in a smoke filled environmeni without any potential for a secondary means of escape. We will not oppose the "Approval" of the plan as submitted but the owner/operator be well advised of the Fire Department' s position on limited entry unless we find a r gain entry and egress through the grilles . Item: 05500 PUBLIC WORKS 07/03/2007 TK Action: AP Tenant Finish-Vail Sports-No PW Issues Item: 05550 ENGINEERING CIVILS *.....�.***.�,��*.***.�++��,.,:..*„�.+��*+*,�.*+�*.+.�..+,.**.*.*+�*+*.+...�,+.,.*�*.*......*.*.*.*�.�......*.,++�,:.�.***��+�:*�...�*..*«.�*+*.*.* See Conditions section 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. RF,QUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM -4 NM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B07-0176 as of 06-19-2013 Status: FINAL ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 06/15/2007 Applicant: HYDER CONSTRUCTION, INC Issued: 10/22/2007 303-825-1313 To Expire: 07/17/2009 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D'-VAIL SPORT Parcel No: 210108223029 Description: VAILS FRONT DOOR-BUILDING 'D'-VAIL SPORTS RETAIL TENANT FINISH Conditions: Cond: 1 (FIRE): F1RE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 17 (BLDG.): A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE ANY STRUCTUAL CHANGES BEFORE A FRf INSPECTION IS APPROVED BY THE TOWN OF VAIL. Cond: 20 (BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED FOR OCCCUPANCY. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUN� ON COMBUSTIBLE FLOORING. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED Cond: 35 (P.W.): ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE FOOTING INSPECTION. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: 5 (PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FRAMING INSPECTION, AN IMPROVEME LOCATION CERTIFICATE(ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING FOOTPR SHALL BE INDICATED ON THE ILC. B07-0176: Entries for Item:90 - BLDG-Final 08:25 06/19/2013 Action Comments By Date Unique_ Ke AP mgsafe 03/06/2009 A000123 442 Total Rows: 1 � : � Page 1 E06-0063: Entries for Item:190 - ELEC-Final 08:26 06/19/2013 Action Comments By Date Unique_ Ke AP EPO operation passed EPO shut off all power. JEC 10/30/2006 A000095 E.C.to lower elect. Rm EPO to 6'7"max add 092 me ers hub on fdc EPO. AP mgsafe 01/20/2009 A000122 084 Total Rows:2 Page 1 E06-0064: Entries for Item:190 - ELEC-Final 08:26 06/19/2013 Action Comments By Date Unique_ Ke NR EE to submit 1200/3 MCB settings. shahn 07/24/2006 A000091 Coordinatee remote switch test after switch 820 has been relocated. AP mgsafe 01/20/2009 A000122 086 Total Rows:2 Page 1 E06-0191: Entries for Item:190 - ELEC-Final 08:26 06/19/2013 Action Comments By Date Unique_ Ke AP mgsafe 01/20/2009 A000122 087 Total Rows: 1 Page 1 E07-0328: Entries for Item:190 - ELEC-Final 08:26 06/19/2013 Action Comments By Date Unique_ Ke AP mgsafe 03/O6/2009 A000123 443 Total Rows: 1 Page 1 E08-0157: Entries for Item:190 - ELEC-Final 08:26 06/19/2013 Action Comments By Date Unique_ Ke AP shahn 03/17/2009 A000123 626 Total Rows: 1 Page 1 M06-0277: Entries for Item:390 - MECH-Final 08:27 06/19/2013 Action Comments By Date Unique_ Ke AP mgsafe 01/20/2009 A000122 088 Total Rows: 1 Page 1 M08-0016: Entries for Item:390 - MECH-Final 08:27 06/19/2013 Action Comments By Date Unique_ Ke AP mgsafe 01/20/2009 A000122 090 Total Rows: 1 Page 1 P06-0127: Entries for Item:290 - PLMB-Final 08:27 06/19/2013 Action Comments By Date Unique_ Ke AP mgsafe 01/20/2009 A000122 089 Total Rows: 1 Page 1 �'�w� �t`i��i: � , , �� `�� , � � t �� Department of Community Deve%pment Building Safety and Inspection Services 75 South Frontage Road �ail, Co%rado 81657 970-479-2138 FAX 970-479-2452 www.vailgov.com TEMPORARY CERTIFICATE OF OCCUPANCY lst TCO 03/11/08 Section 110.3 of the 2003 edition of the International Building Code (IBC), as adopted by the Town of Vail, reads as follows: "The Building Official is authorized to issue a temporary certificate of occupancy before the completion of the entire work covered by the permit, provided that such portion or portions shall be occupied safely. The building official shall set a time period during which the temporary certificate of occupancy is valid" In accordance with the provisions noted above, the building constructed under Town of Vail Building Permit # B06-0021 and known as Building D/Skier Services, located at 280 Vail Lane Vail, Colorado, has been found to be in substantial conformance with the minimum requirements of the Town of Vail Building: ode and the prov� ' s of Section 110.3 of the 2003 International Building Code (IBC) as op b t town, a is he by authorized for use and occupancy on a temporary basis. � � �1�� - � /� � Charles E. Davis Date Acknowle me t by Date C � in icial, (print name) c ' / wn ail, rado Owner or resentative 1 A nowfedgement by ate (print name) �,�t b�� (<�.— General Contractor �� ,��.,�� All areas approved for occupancy 1 A Final Certificate of Occupancy is required to be obtained for Building Permit#B06-0021 by October 1, 2008. 2 Any violation of the terms of the Temporary Certificate of Occupancy will result in revocation of occupancy per IBC 110.4. F:\cdev\Building\Cert of Occ Temp\B06-0021.TC0.2008.DOC approved and accepted as completed by the Community Development Department and Public Works Department of the Town of Vail. 2. Letter of Credit. To secure and guarantee performance of the obligations as set forth herein, the Developer by and through The Vail Corporation agrees to provide security as follows: Irrevocable standby letter of credit# 3��?�� in the amount of $1,024,336.00 (125°/a of the total costs of the attached estimated bid(s) in the form attached hereto as Exhibit B (the "Letter of Credit") with Bank of America set to expire on the 30th day of November, 2008 (not to expire less than 30 days after the date set forth in Paragraph 1 of this Agreement) as the security for the completion of all Improvements, in the event there is an uncured default under this Agreement by the Developer. 3. Substitution. The Developer may at any time substitute the security originally set forth above for another form of security or collateral acceptable to the Town to guarantee the faithful completion of those improvements referred to in this Agreement and the performance of the terms of this Agreement. Such acceptance by the Town of alternative security or collateral shall be at the Town's sole discretion. 4. Liability. The Town shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work specified in this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any officer or employee thereof, be liable for any persons or property injured by reason of the nature of said work, but all of said liabilities shall and are hereby assumed by the Developer unless caused by the negligence or willful misconduct of the Town, its officers, agents, or employees. The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents and employees against any losses, claims, damages, or liabilities to which the Town or any of its officers, agents or employees may become subject to, insofar as any such losses, claims, damages or liabilities (or actions in respect thereofl that arise out of or are based upon any performance by the Developer hereunder; and the Developer shall reimburse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnity provision shall be in addition to any other liability which the Developer my have. 5. Partial Release. It is mutually agreed that the Developer may apply for and the Town may authorize a partial release of the security provided to the Town for each category of improvement at such time as such Improvements are constructed in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Under no condition shall the dollar amount of the security provided to the Town be reduced below the dollar amount necessary to complete all uncompleted Improvements. 6. Notice/Cure/Self Help. If the Town determines, at its sole discretion, that any of the Improvements are not constructed in compliance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail or not accepted by the Town as complete on or before the date set forth in Paragraph 1 of this Agreement, the Town may, but shall not be required to, draw upon the security referred to in this Agreement and complete the uncompleted Improvements after written notice to the Developer of each improvement which the Town determines is not constructed in compliance with the approved plans and specifications filed Page 2 of 6 in the office of the Community Development Department of the Town of Vail or not accepted by the Town as complete and a thirty (30) day opportunity for the Developer to cure any such default. In the event Developer has commenced to cure the default within the cure period, such cure period shall be extended beyond the 30 days for such reasonable period is required for Developer to cure the default. Pursuant to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred to in this Agreement may be revoked after the notice and opportunity to cure until all Improvements are completed by the Developer or the Town in accordance with this Agreement. If the costs of completing the uncompleted Improvements (as determined by Developer and Town) exceed the dollar amount of the security provided to the Town, the excess, together with interest at twelve percent (12%) per annum, shall be a lien against the property and may be collected by civil suit or may be certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad valorem taxes levied against such property. If the Developer fails or refuses to complete the Improvements, such failure or refusal shall be considered a violation of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General Penalty), Vail Town Code. 7. Warranty. The Developer shall warranty the work and materials of all Improvements located on Town property or within a Town right-of-way, pursuant to Chapter 8-3, of the Vail Town Code, for a period of two years after the Town's acceptance of said improvements. 8. Assignment. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by all parties hereto. Dated the day and year first above written. The Chalets at the Lodge t Vail, LLC By Vail rts e ent Company, its Managing Member Keith Fernandez, President and COO VRDC STATE OF COLORADO ) ) ss. COUNTY OF EAGLE ) Th�foregoing Developer Improvement Agreement was acknowl dged before me this Day of 1.)e C , , 20� by )�e�-/� �e.r✓�.nc�e 2 Witness my hand and official seal. C �M commission expires /—/`�—o� � � � ��a cuN,y,�, �. �';•�p'i'49 j:'O o � ' � � � 2� � o � : � Notary Public � � � N: .p : v 9j:••�/61.��:•'C� � °' ;; ••.....•• P a — .. ��F C01-�Q Q > o z ca Page 3 of 6 �CO��MI�11 E��1/��/'� —� t�� Town Planner STATE OF COLORADO ) )ss. COUNTY OF EAGLE ) The foregoing Developer Improvement Agreement was acknowled ed before me this ��Day of De c P w�1�,�� , 20�} by � o r c Q v�t (n e l' Witness my hand and official seal. My commission expires: to �p COAEY$w�sHER STAT TDF��pL�pp My Commission E�cpires 1013/10 . Notary Public Page 4 of 6 ATTACHED COPIES OF THE ESTIMATED BID(S) Page 5 of 6 Incomplete Site Work Items Item Cost Estimated Completion Vista Bahn Yard Asphalt Bike Path In Yard Only. East connection to plaza is 1 complete. $26,444 Late Spring 2008 2 Asphalt road from tunnel to mountain road. $19,180 Late Spring 2008 3 Landscaping and Irrigation in Vista Bahn yard. Sleeving is complete $135,230 Summer 2008 Landscape plantings and irrigation in Vista Bahn Plaza. Site 4 boulders and rough grading is complete. $26,450 Summer 2008 Contingency(10%) $20,730 Total Vista Bahn Yard $228,034 Access Road From Vail Road to One Vail Place � Landscaping along road area. Includes, irrigation, boulders, and 1 plantings. $202,566 Summer 2008 2 Pavers at Traffic Circle. Temporary surface will be installed. $27,450 Late Spring 2008 3 Retaining walls south east of traffic circle. $78,431 Late Spring 2008 Stamped concrete paving along path and at entry to access road. 4 Temporary surface will be installed. $143,249 Late Spring 2008 Contingency(10%) $45,170 Total Access Road From Vail Road to Once Vail Place $496,866 Vail Road and Garaae Entrv Stamped colored concrete at west garage entry. Temporary surface 1 will be installed. $73,521 Late Spring 2008 2 Heat in Sidewalk along Vail Road to Lodge at Vail Parking lot. $12,450 January 2008 Contingency(10%) $8,597 Total Vail Road and Garage Entry $94,568 Check Point Charlie and Gore Creek Drive As agreed with TOV this work will not be completed this year and bonding of the work is not required due to the uncertainty of final design. Scope of work includes all work north of the south entrance 1 to the Lodge at Vail parking lot. No cost. Presently Unknown Lod4e at Vail Addition and Ski Club Any incomplete work will be bonded separately upon completion and TCO for respective Buildings. Scope of work includes all site 1 improvements with pool enclosure fence. No cost. March 2008 Chalets at the Lodqe at Vail Any incomplete work will be bonded separately upon completion and TCO for respective Buildings. Scope of work includes all site improvements south of the access road to the west extents of the 1 traffic circle. No cost: August 2008 Total $819,469 Plus: DIA required 25% $204,867 Total Improvements to be covered by Letter of Credit $1,024,336 . - � � r . t ��V'1 �� a 75 South Frontage Road, W. Vail, CO 81657 Project Name: �506 ' �3� ��,� Project Number: b4�'l'S 'r�tZo►.if '�GL�2 �� Building Permit Number: • � Planner: �'' Letter of Credit Number: 309 lOZ 1 Issuing Bank: $64�.1� oF l4�w�F�tit�d Please return this sheet with your letter of credit if you are not signing the Town of Vail irrevocable letter of credit form. Page 6 of 6 BankofAmeric�� I � �� BANK OF AMERICA - CONFIDENTIAL PAGE: 1 � DATE: DECEMBER 10, 2007 IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER: 3091021 ISSUING BANK BANK OF AMERICA, N.A. 1000 W. TEMPLE STREET 7TH FLOOR, CA9-705-07-05 LOS ANGELES, CA 90012-1514 BENEFICIARY APPLICANT THE TOWN OF VAIL, STATE OF COLOR.ADO THE CHALETS AT THE LODGE AT 75 S. FRONTAGE ROAD WEST VAIL LLC C/O THE VAIL CORPORATION VAIL, CO 81657 390 INTERLOCKEN CRESCENT, STE 1000 BROOMFIELD, CO 80021 AMOUNT NOT EXCEEDING USD 1, 024, 336.00 NOT EXCEEDING ONE MILLION TWENTY FOUR THOUSAND THREE HUNDRED THIRTY SIX AND 00/100'S US DOLLARS EXPIRATION NOVEMBER 30, 2008 AT OUR COUNTERS WE HEREBY ESTABLISH IN YOUR FAVOR OUR IRREVOCABLE STANDBY LETTER OF CREDIT WHICH IS AVAILABLE WITH BANK OF AMERICA, N.A. BY PAYMENT AGAINST PRESENTATION OF THE ORIGINAL OF THIS LETTER OF CREDIT AND YOUR DRAFTS AT SIGHT DRAWN ON BANK OF AMERICA, N:A. , ACCOMPAIVIED BY THE DOCUMENT DETAILED BELOW: BENEFICIARY' S SIGNED STATEMENT STATING THE FOLLOWING: QUOTE 1) THERE HAS BEEN A DEFAULT UNDER THE DEVELOPER IMPROVEMENT AGREEMENT DATED DECEMBER 2007 BETWEEN THE CHALETS AT THE LODGE AT VAIL, LLC AND THE TOWN OF VAIL (THE "DIA" ) WITH RESPECT TO THE COMPLETION OF THE IMPROVEMENTS AS INDICATED IN THE APPROVED PLANS AND SPECIFICATIONS FILED IN THE OFFICE OF THE COMMUNITY DEVELOPMENT OF THE TOWN OF VAIL, AND THE DEVELOPER HAS NOT CURED NOR COMMENCED TO CURE SUCH DEFAULT WITHIN THE APPLICABLE CURE PERIOD IN ACCORDANCE WITH THE TERMS CONTAINED IN THE DIA. 2) THE AMOUNT DRAWN IS REASONABLY REQUIRED TO REMEDY THE DEFAULT. UNQUOTE PARTIAL DRAWINGS AND MULTIPLE PRESENTATIONS ARE PERMITTED. THIS LETTER OF CREDIT SHALL BE DEEMED AUTOMATICALLY EXTENDED WITHOUT AMENDMENT FOR A PERIOD OF ONE (1) YEAR FROM THE PRESENT OR ANY FUTURE EXPIRATION DATE, UNLESS AT LEAST SIXTY (60) DAYS PRIOR TO ANY EXPIRATION DATE, WE NOTIFY YOU BY REGISTERED MAIL OR OVERNIGHT COURIER SERVICE AT THE ABOVE ADDRESS, THAT WE ELECT NOT TO EXTEND ORIGINAL OS-17-1486B 7-2000 BankofAmeric��,�� BANK OF AMERIC'CONFIDENTIAL PAGE: 2 THIS IS AN INTEGRAL PART OF LETTER OF CREDIT NUMBER: 3091021 THIS LETTER OF CREDIT FOR SUCH ADDITIONAL PERIOD. WE HEREBY ENGAGE WITH YOU THAT DR.AFT(S) DRAWN UNDER AND IN COMPLIANCE WITH THE TERMS OF THIS LETTER OF CREDIT WILL BE DULY HONORED UPON PRESENTATION TO US AT BANK OF AMERICA, N.A. , TRADE OPERATIONS CENTER, 1000 W. TEMPLE STREET, MAIL CODE: CA9-705-07-05, LOS ANGELES, CA 90012-1514, ATTN: STANDBY LETTER OF CREDIT DEPARTMENT ON OR BEFORE THE EXPIRATION DATE OR ANY AUTOMATICALLY EXTENDED EXPIRATION DATE AS : SPECIFIED HEREIN. THIS LETTER OF CREDIT IS SUBJECT TO THE INTERNATIONAL STANDBY PRACTICES 1998, ICC PUBLICATION NO. 590 . IF YOU REQUIRE ANY ASSISTANCE OR HAVE ANY QUESTIONS REGARDING THIS TRANSACTION, PLEASE CALL 213-481-7840 . AUTHORIZED SIGNATURE THIS DOCUMENT CONSISTS OF 2 PAGE(S) . �3oCav��-C�r�-�� ORIGINAL OS-17-1486B 7-2000 Bank�f��E��.��. � BANK OF AMERICA — CONFIDENTIAL PAGE: 1 DATE: DECEMBER 20, 2007 AMENDMENT TO IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER: 3091021 AMENDMENT NUMBER 1 � 0 ISSUING BANK � � BANK OF AMERICA, N.A. 1000 W. TEMPLE STREET 7TH FLOOR, CA9-705-07-05 LOS ANGELES, CA 90012-1514 . BENEFICIARY APPLICANT THE TOWN OF VAIL, STATE OF COLORADO THE VAIL CORPOR.ATION 75 S. FRONTAGE ROAD WEST 390 INTERLOCKEN CRESCENT, STE 1000 VAIL, CO 81657 BROOMFIELD, CO 80021 THIS AMENDMENT IS TO BE CONSIDERED AN INTEGRAL PART OF THE ABOVE CREDIT AND MUST BE ATTACHED THERETO. THE ABOVE MENTIONED CREDIT IS AMENDED AS FOLLOWS: THE APPLICANT HAS BEEN AMENDED TO: THE VAIL CORPORATION 390 INTERLOCKEN CRESCENT, STE 1000 BROOMFIELD, CO 80021 ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED. IF YOU REQUIRE ANY ASSISTANCE OR HAVE ANY QUESTIONS REGARDING THIS AMENDMENT, PLEASE CALL 213-481-7840 . o� . .�, � '�� /�i G AUTHORIZED SIGNATURE THIS DOCUMENT CONSISTS OF 1 PAGE(S) . �i � ; �I � ORIGINAL � cs-��-�as�� -�aoo _.._ III��I��I�I��II�II��I�I� + T c K o 0 0 0 o z z s s � 1 � � BankofAmerica��, . I NON-RENEWAL NOTICE BANK OF AMERICA - CONFIDENTIAL PAGE: 1 LOS ANGELES STANDBY TRADE OPERATIONS CA9-705-07-05 1000 W. TEMPLE STREET SEPTEMBER 23, 2008 LOS ANGELES CA 90012-1514 IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER: 3091021 BENEFICIARY APPLICANT THE TOWN OF VAIL, STATE OF COLORADO THE VAIL CORPORATION 75 S. FRONTAGE ROAD WEST , 390 INTERLOCKEN CRESCENT, STE 1000 VAIL, CO 81657 BROOMFIELD, CO 80021 PLEASE BE INFORMED THAT, IN ACCORDANCE WITH THE TERMS OF THE ABOVE LETTER OF CREDIT NO. 3091021 WE HAVE ELECTED NOT TO RENEW THE CREDIT, AND CONSEQUENTLY, THE CREDIT WILL ULTIMATELY RXPTRF' ON NOVEMBER 30, 2008 . IF YOU REQUIRE ANY ASSISTANCE OR HAVE ANY QUESTIONS REGARDING THIS NOTIFICATION, PLEASE CALL 1-800-541-6096 OPT 1 . BANK OF AMERICA, N.A. AUTH RI ED SIG URE JO ANN HASEGAWA I D I-j 1�8 �E�Erq•S�. ic1 E�nr.tET'� . '�.• ��. �R -- • �� • Cin�.lc.��r Cl��►�= ' �Z� lb�og orn � /��+�2�iE' �' �.�t�Gtvr��u�, C.oc,.�-�-►o�..�' o� C�ac.p�-�Tirr'. � �-T�tZrYli►.tE. �uo l�w�ou..xc'. ORIGINAL � I.3 Y�i�l�p�"j OS-17-1486B 07-2000 � �� )� � '•�� IO� 1 � TnwNOF YAI� ` Department of Community Development 75 South Frontage Road Tjail, Colorado 81 G57 970-479-2138 F�4X 970-479 2452 www.vailgov.com April 12, 2010 � Mr. Bolivar Carrillo � Bank of America, N.A. 1000 W. Temple Street 7'n Floor, CA9-705-07-05 Los Angeles, CA 90012-1514 Re: Letter of Credit Number 3091021 - The Chalets at the Lodge at Vail LLC c/o The Vail Corporation Dear Mr. Carrillo: The above mentioned letter of credit was released and the original document had not been returned to you. I have enclosed the original for your files. If you have any questions please call George Ruther, Director of Community Development for the Town of Vail at 970-479-2145. Sincerely, :...� �z,�.. ��- �7 1 Lynne Campbell Office Manager Enclosure i�'a RECYCLED PAPER TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : 06/26/2008 Legal Description: ��_ v�3� Expires . .: 06/18/2008 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License : 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License : 109-A Desciption: Town of Vail Adjusted Valuation: 8,788,000.00 VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144 . 14 24, 936 $3 , 594, 275 . 04 STOR.AGE/LOW HAZ (S2) ZONE 3 VA 71. 79 8, 170 $586, 524 .30 REST, BARS, BANQ (A2 ZONE 3 VA 152 . 97 2, 531 $387, 167 . 07 Totals. . . 31, 576 $8, 788, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ►*�**»*�*�**►:r**�****�r�+***r�+rs»s++*rr*t*�**�*r+**#*«*�**r�*�*�*s* FEE SUMMARY •a►**rs*****a**�***aa*+r**r*rs�**�r*+*�*****�*r**+*��**rtr+ Building------> $3 a,03 4.95 Restuarant Plan Review--> $�5.0 0 Total Calculated Fees---> $�8,3 3 8.8� Plan Check---> $z 2,12 2.�z Recreation Fee--------------> $z 2,10 3.z o Additional Fees-----------> $4,530.00 Investigation-> $0.00 TOTAL FEES-------------> $78,338.87 Total Permit Fee----------> $82,868.87 Will Call-----> $3.o0 Payments-------------------> $8 2,8 6 8.B 7 BALANCE DUE---------> $o.o 0 *s*rr►******x*M:s+�*****�:�***�****�***xrs*******�r***��r*►**********�**��r�a:+**+►****r**«****�*r+*++*rr***�s*+rr++:«*+*�*�*r+++�+«�r*+.+#�+�r Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full building permit approveci pending apprc other departments. 10/25/2006 cdavis Action: AP REVISIONS APPROVED BY CIA DATE STAMPED 5/4, 02/22/2007 MROYER Action: DN Comment letter tor Revision 3 sent to appl: date. Comments for ASI-009 and ASI-011 . Response and revised plans required. 05/23/2007 MROYER Action: PA Rev. 4, IR 4182 : reviewed tire alarm shop c stamps and signatures only. No additional tee due. Plan returned to town 05/23/20i 05/29/2007 MROYER Action: PA Rev. 3/ IR: 2599 : Building D Redesign- Apprc ASI-D018- No additional square tootage, Increased valuation 300, 000 . 00 . Additiona. due prior to issuance. 05/29/2007 MROYER Action: PA Rev. 5/ IR:4189- To simplity duct routing � penetration was aaaea to the Northwest shatt . No additional valuation or square tc added. Additional $60 plan review fee due. 06/29/2007 MROYER Action: PA Rev. 6/ IR:4499- Approved ASI-D024/ Fireprc completion ot separation. Additional $60 plan review tee. No square tootage aaaea 07/09/2007 EP Action: PA Rev. 7/IR:4682-Approved ASI D-030 . No aaa�t: valuation. Additional $60 plan review fee due 07/09/2007 EP Action: PA Rev. 8/IR:4683-Approved ASI D-029 . No aaait: valuation. Additional plan review fee of $60 . 07/10/2007 ep Action: PA Rev. 10/IR:4699-Reviewed tor design protess: stamps .No additional valuation. No plan review fee 07/10/2007 ep Action: PA Rev. 9/IR:4696-Reviewed tor design protessic stamps . No additional valuation. No plan review fee. 08/13/2007 ep Action: AP Rev. 11/IR: 5081-Approved ASI D-025 . No aaa�1 valuation. Additional plan review fee of $120 . 00 . 09/17/2007 ependley Action: AP Rev. 13/IR5439-approved. No aaaea valuation review fee of $60 . 00 due 09/18/2007 ependley Action: AP Rev. 14/IR5444-reviewed for engineer and de; stamps only. No added valuation 10/03/2007 ependley Action: AP Rev. l2/IR5438-Approved Cooling Tower Clari: added valuation. Added plan review fee of $180 . 00 due 10/09/2007 ependley Action: AP Rev. l7/IR5634 . ASI D-035 tood service revi; approved. No added valuation. Added plan review fee of $120 . 00 due 10/09/2007 ependley Action: AP Rev. 16/IR5631-Approved ASI D-044 . No added Added plan review fee of $120 . 00 due . 10/30/2007 ependley Action: AP Rev. l9/IR5878-Approved interior stair bldg valuation. Added plan review fee of $60 . 00 due. 11/06/2007 ependley Action: AP Rev.22/IR5992-Approved with conditions . St< comply with sec 1009 2003 IBC and chapter 33 protection ot pedestrians during con; No added valuation. Added plan review fee of $60 . 00 due . 11/06/2007 MROYER Action: PA Rev. 21/IR5969 : Approved temporay exit pla� Additional plan review fee $240 11/20/2007 ependley Action: AP Rev. 15/IR5628 : Approved ASI D-045 . No addec Added plan review fee of $300 . 00 due. Also see B06-0020 rev9 (ASI C-028 12/04/2007 ependley Action: AP Rev. 1/IR2322 :Approved root moditications .Nc valuation. Added plan review fee of $120 . 00 due. 12/27/2007 jplano Action: NA Rev24/IR6306, Plan submitted has chariged. l approved on site by the SAFEbuilt tield inspector, TOV Building Otticial and TOV ] Marshal . no plan review charge 02/05/2008 jplano Action: COND Rev25 . IR6451 - Revised Fire Alarm Drawings trom building department, tire department to review, plans returned to the TOV anc issued when the Fire Department reviews and approves . No SB charge 05/22/2008 sgremmer Action: AP REF # 7436 Building D Owner guidelines REVi 120 . 00 due before issue of permit Item: 05400 PLANNING DEPARTMENT 07/03/2006 George Action: PA This partial approval is tor the relocatio� electrical transtormers presently existing in the areas surrounding the skier' s p. 07/14/2006 George Action: AP 02/09/2007 George Action: PA This is a partial approval tor revisions m� plans in response to required building code corrections 04/12/2007 George Action: PA Revision 3 This is a partial approval to a. addition of a window well on the lowest level of the unit. 07/02/2007 George Action: PA This is a partial approval tor an increase height ot the screen wall around the mechanical equipment tor the skier services 1 09/13/2007 George Action: PA This is a partial approval tor a claritica1 cooling tower design for vail ' s Front Door 10/04/2007 George Action: PA This is a partial approval tor the recontic the stairs near teh One Vail Place garage entry. 11/02/2007 GRUTHER Action: AP Rev. 17/IR5634 . ASI D-035 tood service revi: 11/02/2007 GRUTHER Action: AP Rev. l9/IR5878-Approved interior stair bldg O1/08/2008 GR Action: AP REV. 1 FRONT DOOR ROOF MODIFICATIONS 04/28/2008 George Action: PA This is a partial approval tor rev08-0001, the mechanical on the lower level of Bldg. D. Plans returned to SafeBuilt . Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure tire alarm and tire spr: permits as retlected in tire sprinkler riser relocation and tire alarm panel relo� plans . Fire alarm panel relocation will require recertitication ot entire system prior t� 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . 11/O1/2007 mcgee Action: NA ASI D-044 11/01/2007 mcgee Action: DN ASI D-025 ASI D-025 Pages with copies ot a stamp do not apply to the Fire Dept issues . Sheet indicating changes to the tire alarm device placement are not stamped and are not 12/13/2007 McGee Action: COND Revised Temp Egress Plan submitted 12/10/0' conditions : one with the retail in the Skier Services Building occupied and one dc In either case, the exit discharge to the exterior to a public way is not current. accessible based on a site visit 12/12/07 . Conditions on the job site expose the public to unreasonable risk with the amount tenting, inacessible walkways, storage, staging, and unfinished grade. No approval shall be granted until the exterior site work has been substantially : tire access has been provided, and other issues required tor TCO have been resolvE See attached email : The photos for Fire Dept personnel are at fd:shared/Vail Front Door 12 12 07 . »> Mike McGee 12/12/2007 3 :36 PM »> The photos may not clearly indicate the status, but in short l . There is no fire department access 2 . The fire hydrants are not accessible 3 . The fire department connections are not accessible 4 . Doors are missing from stairwells 5 . New partitions have appeared that are not on the plans . 6 . A "tunnel" trom an elevator and stairwell to an interior exit door was constru� permit or notitication to the tire dept . None ot the tire sprinkler or tire alarm inspected or tested. The work has been covered up by sheetrock. 7 . The exit door from that tunnel to the exterior does not lead to a public way. 8 . There is an excessive amount ot construction tenting, storage, staging, and wo: ground, snow covered plastic, and inaccessible walkways . 9 . The fire sprinkler system is not yet completely installed. 10 The sprinkler system has not yet had a final hydrostatic test . 11 . Few ceilings have been installed. 12 . Open electrical wiring is common throughout . 13 . One room was just discovered after Hyder tore down a "temporary wall" . 14 . The fire alarm system has not been pre-tested. 15 . The property in general is not ready tor the tire alarm system to be activatec causing an excessive number of false alarms . 16 . The Fire Command Center is not completed. 17 . The garage is tull ot construction activities, staging, tabrication, welding, etc. . No parking is available. I could go on but they are obviously not ready. Hyder is apparently blind to the conditions around them. »> Charlie Davis 12/12/2007 3 :27 PM »> Thanks for the update Mike, I just got a message trom Mike Stewart regarding his status ot elevator inspectio� was their third visit to the site. Mike spent 3 . 5 hours on site to "deny" the tin� elevators . Alarm/Thermal device activation was not working. Three others tailed yE The Front Door has one more chance trom NWCOG tor tinal inspections which are set Tuesday. Atter next Tuesday NWCOG can not guarantee any other inspections due to t ot work and being tully booked through the end ot the year tor other elevator tin< inspections . Charlie Davis Chief Building Official Town of Vail 970-479-2142-voice 970-479-2452-fax cdavis@vailgov.com »> Mike McGee 12/12/2007 3 : 09 PM »> I asked Greg Reile to torward some photos ot what we tound during our "pre-TCO" w< this afternoon, in preparation for their "Final Inspection" tomorrow. Not unlike the Arrabelle, Hyder does not seem to think they have any outstanding : can't address by Saturday. The photos do not include the Spa Building. It does not have any heat. 02/20/2008 mcgee Action: AP Cooling tower clarification rev 12 04/25/2008 JGG Action: AP Rev08-0001 tor moditications to lighting, , trash room, painting, etc. 05/28/2008 JJR Action: AP ASI D-052R Also noted REV08-0001 Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rf 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Rooting Moditications-No Comments on plans 11/8/06 12/18/2006 tk Action: AP Approved revision D009 dated 11/10/06 rece: 12/12/06 . Regrading and storm sewer revisions approved. 08/09/2007 tk Action: AP ASI D-025 - No PW issues 09/17/2007 tk Action: NA Cooling Tower Claritication recieved 9/5/0' 10/08/2007 tk Action: AP Stair Reconfiguration ASI-D-044 Item: 05550 ENGINEERING CIVILS *.*«.►...+�.*.**..*.*.�*.+.*.�*�*...�..++.*.*.**.+*.+**.*��+�**.**...�++,*.*�**.*...*�*��.�**.*+..�+.*�*�****..:.*:�.+��**��***:*.:+�*.�.*.:.�*.. 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 Y TELEPHONF,A'T�4'1� T OUR OFFICE FROM 8:00 AM-4 PM. � SIGNAT F OWNER OR T OR SELF AND OWNER / _� PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0021 as of 06-26-2008 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 06/26/2008 303-825-1313 To Expire: 06/18/2008 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING 'D'- SKIER SERVICES BUILDING Conditions: ********************+*+++****************+++**********+********************************+**** TOWN OF VAIL, COLORADO Statement *************+**************+**********************�**************************************** Statement Number: R080001035 Amount: $120.00 06/26/200810 :21 AM Payment Method: Check Init: DDG Notation: Hyder 60207 ----------------------------------------------------------------------------- Permit No: B06-0021 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $82, 868 .87 This Payment: $120.00 Total ALL Pmts: $82, 868 .87 Balance: $0.00 **�********************************+******************************************************** ACCOUNT ITEM LIST: Account Code Description � Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 120.00 ----------------------------------------------------------------------------- � �� f H der Construction Y June 11th, 2008 Permits/revisions ready for pick up. Doug Thompson has been contacted. These are the fees due: Fee Item# B06-0022 Revision 15, ASI E-077 $ 60.00 81 B06-0018 Revision 20, ASI 0-028 $ 120.00 81 606-0028 Revision 8, ASI E-056A $ 120.00 81 B06-0021 Revision N/A, Ref#7436 $ 120.00 81 TQTAL FEE�,��.lE�t`�J!��kY =� ,f,� .,, ,..�.':.` . " �:�'�` ,x. �� .,,� QY�}� �., � ,_ . .. . ._�� y � bui�t►��. �� Builtiittg Department 5ervites May 22, 2008 George Ruther Community Development, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door Building D Owner guidelines PERMIT NUMBER: �' ' t�'�� ` REVISION NUMBER: N/A INTERNAL REF#: 7436 ADDRESS: 151 Vail Lane Dear Mr. Ruther: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: Two sheets one Mechanical one Electrical � �a �� Plan review fe � No additional square footage- No added valuation Sincerel hane Gremmer Plans Examiner SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 shane.gremmer(�a,SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓FaY:(970)328-1791✓\\Eaglel\eagle shared drive�Plan Review\Vai1�F'ront Door�B06- 0021\tov-b06-0021.7436 FAL.doc e'� .t,� �/`/�� -� ` � �_. � ..��; ` I .y C, ,_ � �� V l� � _ � �� V � -��C b .� o� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED l ,, . L � ��`'�'. Building Permit# � b(� 'Oo�� ' - �� 481��'d7�~�'�'�9��nst��xk��) ��'�� ISIO TO WN OF IL L ER i��, �; � , __, �:; er r equirec�or e ' I, p mbing echa I,�t�.� - ,�� 75 S. Frontage Rd. � � Vail, Colorado 81657 ; �'i j I� ***All Revision submitt de Field Set of approved plans. N her ins ections 'j,11� wi reformed until the revisions are a roved. **�` � '.�;', � i�lJ�'�'�;� �`��=- �3��, � �.__,,__,_. _. CONTRACTOR INFORMATION �� -�� -- .__._p General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: U p ,�--r�G�-�,./ o�� A �'A�fC I d y7�o a 8 ATTENTION: JOE ,CHARLIE,GREG,CHRIS Contractor Signature: �_ COMPL TE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ �� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel#Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Pa�r�� / o �S U Job Name: u��l �� Job Address: (51 �;I 1,,,��/,L Legal Description Lot: Block: Filing: Subdivision: Owners Name: �; ��5�� Address: Phone: Architect/Designer:�la ��j Address: Phone: / Engineer: �a� e��` Address: Phone: REASON FOR REVISIONS: S i�'{� � �V Q�� ;'I S �!7 � ��(ilL "I �'I��S �"Y� D ��✓�✓/t S sl�j,'3�%/`�li�(.Z✓. Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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( ) FOR OFFICE USE ONLY Dafi�:�'��d_�.� _,.�x.�,a,H b.��'.��.p.U'. . ,.�.: ��Perm��;�:ee 1fl. :�s. ` P(an��;�F�, �� {.�. � ;Accept�d�8jt��dr4 " ' � x��`.� � r Permit Fee�1�F� � � �Pi,an�k Fee 8A� � � 'q '" e .�_ ,�� r�,�,.�� _.,. ti.,:x . t -� �_� ,� ,�. .. � � . ,:_ �m��. �...�: 3 N �.t �z s5 Ot��sour�ecl:�'erms. � �9; y�F R � ;. �M � � F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4l18/2007 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : 03/19/2008 Legal Description: '"��S d�, — �3( Expires . .: 06/18/2008 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone : 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 8,788,000.00 VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144 . 14 24, 936 $3 , 594, 275 . 04 STORAGE/LOW HAZ (S2) ZONE 3 VA 71 . 79 8, 170 $586, 524 . 30 REST, BARS, BANQ (A2 ZONE 3 VA 152 . 97 2, 531 $387, 167 . 07 Totals . . . 31, 576 $8, 788, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 *r*+*r*****rr**r*+*+**r�***********�*r*r******►*++r*****�+*a+�*t*t+r FEE SUMMARY ***�**�*s+r►***�s+�**+*�r****�*�**r�*+**********a*++�***�*** Building------> $3 4,0 3 4.9 5 Restuarant Plan Review--> $�5.o o Total Calculated Fees---> $�8,3 3 8.8� Plan Check---> $z z,1 z z.�z Recreation Fee--------------> $2 2,10 3.2 o Additional Fees-----------> $4,410.o 0 Investigation-> $o.0 o TOTAL FEES-------------> $�8,3 3 8.e� Tota)Permit Fee----------> $82,74 8.8 7 WiIlCall-----> $3.00 Payments-------------------> $82,748.87 BALANCE DUE---------> $o.o 0 +***sa�+��*s�++s�.****s*+*+*:s**:t.*r****++*r********+:*r**r�r+rs*s*�**+�:+**►*��*►*►*�rs***rt*rt**srr*•*•*+***s**�sa.«*:+**s«***s****+*:as*+*s�++ Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full building permit approved pending apprc other departments. 10/25/2006 cdavis Action: AP REVISIONS APPROVED BY CIA DATE STAMPED 5/4, 02/22/2007 MROYER Action: DN Comment letter tor Revision 3 sent to appl: date. Comments for ASI-009 and ASI-011 . Response and revised plans required. 05/23/2007 MROYER Action: PA Rev. 4, IR 4182 : reviewed tire alarm shop c stamps and signatures only. No additional tee due. Plan returned to town 05/23/20� 05/29/2007 MROYER Action: PA Rev. 3/ IR: 2599 : Building D Redesign- Appr� ASI-D018- No additional square tootage, Increased valuation 300, 000 . 00 . Additiona. due prior to issuance. 05/29/2007 MROYER Action: PA Rev. 5/ IR:4189- To simplity duct routing � penetration was added to the Northwest shatt . No additional valuation or square tc added. Additional $60 plan review fee due. 06/29/2007 MROYER Action: PA Rev. 6/ IR:4499- Approved ASI-D024/ Fireprc completion ot separation. Additional $60 plan review tee. No square tootage aaaea 07/09/2007 EP Action: PA Rev. 7/IR:4682-Approved ASI D-030 . No addit: valuation. Additional $60 plan review fee due 07/09/2007 EP Action: PA Rev. 8/IR:4683-Approved ASI D-029 . No aaait: valuation. Additional plan review fee of $60 . 07/10/2007 ep Action: PA Rev. 10/IR:4699-Reviewed tor design protess: stamps.No additional valuation. No plan review fee 07/10/2007 ep Action: PA Rev. 9/IR:4696-Reviewed tor design protessic stamps . No additional valuation. No plan review fee. 08/13/2007 ep Action: AP Rev. 11/IR:5081-Approved ASI D-025 . No addil valuation. Additional plan review fee of $120 . 00 . 09/17/2007 ependley Action: AP Rev. l3/IR5439-approved. No added valuation review fee of $60 . 00 due 09/18/2007 ependley Action: AP Rev. 14/IR5444-reviewed tor engineer and de; stamps only. No added valuation 10/03/2007 ependley Action: AP Rev. 12/IR5438-Approved Cooling Tower Clari: added valuation. Added plan review fee of $180 . 00 due 10/09/2007 ependley Action: AP Rev. l7/IR5634 . ASI D-035 tood service revi; approved. No added valuation. Added plan review fee of $120 . 00 due 10/09/2007 ependley Action: AP Rev. 16/IR5631-Approved ASI D-044 . No aaaea Added plan review fee of $120 . 00 due. 10/30/2007 ependley Action: AP Rev. 19/IR5878-Approved interior stair bldg valuation. Added plan review fee of $60 . 00 due. 11/06/2007 ependley Action: AP Rev.22/IR5992-Approved with conditions. St< comply with sec 1009 2003 IBC and chapter 33 protection ot pedestrians during con; No added valuation. Added plan review fee of $60 . 00 due. 11/06/2007 MROYER Action: PA Rev. 21/IR5969 : Approved temporay exit pla� Additional plan review fee $240 11/20/2007 ependley Action: AP Rev. l5/IR5628 : Approved ASI D-045 . No addec Added plan review fee of $300 . 00 due. Also see B06-0020 rev9 (ASI C-028 12/04/2007 ependley Action: AP Rev. 1/IR2322 :Approved root moditications .Nc valuation. Added plan review fee of $120 . 00 due. 12/27/2007 jplano Action: NA Rev24/IR6306, Plan submitted has changed. ] approved on site by the SAFEbuilt tield inspector, TOV Building Otticial and TOV ] Marshal . no plan review charge 02/05/2008 jplano Action: COND Rev25 . IR6451 - Revised Fire Alarm Drawings trom building department, tire department to review, plans returned to the TOV an< issued when the Fire Department reviews and approves . No SB charge Item: 05400 PLANNING DEPARTMENT 07/03/2006 George Action: PA This partial approval is tor the relocatio� electrical transtormers presently existing in the areas surrounding the skier' s p. 07/14/2006 George Action: AP 02/09/2007 George Action: PA This is a partial approval tor revisions m� plans in response to required building code corrections 04/12/2007 George Action: PA Revision 3 This is a partial approval to a. addition of a window well on the lowest level of the unit . 07/02/2007 George Action: PA This is a partial approval tor an increase height ot the sereen wall around the mechanical equipment tor the skier services 1 09/13/2007 George Action: PA This is a partial approval tor a claritica1 cooling tower design for vail ' s Front Door 10/04/2007 George Action: PA This is a partial approval tor the recontic the stairs near teh One Vail Place garage entry. 11/02/2007 GRUTHER Action: AP Rev. l7/IR5634 . ASI D-035 tood service revi; 11/02/2007 GRUTHER Action: AP Rev. l9/IR5878-Approved interior stair bldg O1/08/2008 GR Action: AP REV. 1 FRONT DOOR ROOF MODIFICATIONS Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure tire alarm and tire spr: permits as retlected in tire sprinkler riser relocation and tire alarm panel relo� plans. Fire alarm panel relocation will require recertification ot entire system prior tc 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . 11/Ol/2007 mcgee Action: NA ASI D-044 11/O1/2007 mcgee Action: DN ASI D-025 ASI D-025 Pages with copies ot a stamp do not apply to the Fire Dept issues . Shee1 indicating changes to the tire alarm device placement are not stamped and are not 12/13/2007 McGee Action: COND Revised Temp Egress Plan submitted 12/10/0' conditions : one with the retail in the Skier Services Building occupied and one dc In either case, the exit discharge to the exterior to a public way is not current. accessible based on a site visit 12/12/07 . Conditions on the job site expose the public to unreasonable risk with the amount tenting, inacessible walkways, storage, staging, and unfinished grade. No approval shall be granted until the exterior site work has been substantially : tire access has been provided, and other issues required tor TCO have been resolvE See attached email : The photos for Fire Dept personnel are at fd: shared/Vail Front Door 12 12 07 . »> Mike McGee 12/12/2007 3 :36 PM »> The photos may not clearly indicate the status, but in short 1 . There is no fire department access 2 . The fire hydrants are not accessible 3 . The fire department connections are not accessible 4 . Doors are missing from stairwells 5 . New partitions have appeared that are not on the plans. 6 . A "tunnel" trom an elevator and stairwell to an interior exit door was construc permit or notitication to the tire dept. None ot the tire sprinkler or tire alarm inspected or tested. The work has been covered up by sheetrock. 7 . The exit door from that tunnel to the exterior does not lead to a public way. 8 . There is an excessive amount ot construction tenting, storage, staging, and wo: ground, snow covered plastic, and inaccessible walkways . 9 . The fire sprinkler system is not yet completely installed. 10 The sprinkler system has not yet had a final hydrostatic test. 11 . Few ceilings have been installed. 12 . Open electrical wiring is common throughout . 13 . One room was just discovered after Hyder tore down a "temporary wall" . 14 . The fire alarm system has not been pre-tested. 15 . The property in general is not ready tor the tire alarm system to be activatec causing an excessive number of false alarms . 16 . The Fire Command Center is not completed. 17 . The garage is tull ot construction activities, staging, tabrication, welding, etc. . No parking is available. I could go on but they are obviously not ready. Hyder is apparently blind to the conditions around them. »> Charlie Davis 12/12/2007 3 :27 PM »> Thanks for the update Mike, I just got a message from Mike Stewart regarding his status ot elevator inspectio� was their third visit to the site. Mike spent 3 . 5 hours on site to "deny" the tin� elevators. Alarm/Thermal device activation was not working. Three others tailed yE The Front Door has one more chance trom NWCOG tor tinal inspections which are set Tuesday. Atter next Tuesday NWCOG can not guarantee any other inspections due to 1 ot work and being tully booked through the end ot the year tor other elevator tin< inspections . Charlie Davis Chief Building Official Town of Vail 970-479-2142-voice 970-479-2452-fax cdavis@vailgov.com »> Mike McGee 12/12/2007 3 : 09 PM »> I asked Greg Reile to torward some photos ot what we tound during our "pre-TCO" w< this afternoon, in preparation for their "Final Inspection" tomorrow. Not unlike the Arrabelle, Hyder does not seem to think they have any outstanding : can't address by Saturday. The photos do not include the Spa Building. It does not have any heat . 02/20/2008 mcgee Action: AP Cooling tower clarification rev 12 Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated r� 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Rooting Moditications-No Comments on plans 11/8/06 12/18/2006 tk Action: AP Approved revision D009 dated 11/10/06 rece: 12/12/06 . Regrading and storm sewer revisions approved. 08/09/2007 tk Action: AP ASI D-025 - No PW issues 09/17/2007 tk Action: NA Cooling Tower Claritication recieved 9/5/0' 10/08/2007 tk Action: AP Stair Reconfiguration ASI-D-044 Item: 05550 ENGINEERING CIVILS *�*+**��.�.�:+*.*.*,*.*.*.�.*►**�+**:+**�:**�*.*...�.�*.*.*.�.+.*:.�:�*+*�*�*****+**��»****�.*.+..►*.*.*.*..**�«..�s�.*.��.*:..*.*.:...+.*.*.*... See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS 1 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 TELEPH0�9-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. t-�'- °�--��..�� '"'\___ SIG TURE OF OWNER O CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0021 as of 03-19-2008 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 03/19/2008 303-825-1313 To Expire: 06/18/2008 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING'D' - SKIER SERVICES BUILDING Conditions: ***************************************************************************�**************** TOWN OF VAIL, COLORADO Statement ***********+***************************************************************+**+************* Statement Number: R080000299 Amount: $180. 00 03/19/200803 :53 PM Payment Method: Check Init: LC Notation: #59454/HYDER CONSTRUCTION INC. ----------------------------------------------------------------------------- Permit No: B06-0021 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $82, 748. 87 This Payment: $180.00 Total ALL Pmts: $82, 748 .87 Balance: $0. 00 *********************************************************************+********************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 180.00 ----------------------------------------------------------------------------- � � �� II�C. L� �� G� Suilding Department Services ��/ � October 3, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Cooling Tower Clarification PERMIT NUMBER: B06-0021 REVISION NUMBER: 12 � INTERNAL REF#: 5438 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: Cooling Tower Clarification; 16 pages of Architects Supplemental Instructions Plan review fee: $180.00 No additional square footage- No added valuation Sincerely, � Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.royer(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓FaY:(970)328-1791✓Z:�Plan Review\Vail�Front Door�B06-0021\tov-b06- 0021.Rev12_FAL.doc Y� �`�3� c�� o °� ��" \ � �� APPLICAT ILL NOT BE ACCEPTED IF IN OMPLETE OR UNSIGN� �� Building Permit#: �` , �r � 970 479-21,49,(Inspect�ons) �= t �� REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electricai, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: s .�,;� e� �� o �c�� a� A TENTION: QE JR,CHARLIE,GREG,CHRIS Contractor Signature: D `" � , � . COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT L r& Materials REVISED AMOUNT: $ �°�' ELECTRICAL: $ OTHER�TpWIV �iF VAf L PLUMBING: $ MECHANICAL: $ —� REVISED TOTAL: $ � For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea (e-count .com �arcef# � 1 loI ��aal c� Job Name: �/n , �x�,.— Job Address: �� 'r� L,n�� /,�.r V Y1 Legal Description Lot: Block: Filing: � Subdivision: Owners Name: v'� �- Address: Phone: Architect/Designer: � �p Address: Phone: EngineerM �rBL� e�� Address: Phone: REASON FOR REVISIO S: /' (ior,�� OW�. VI��^�^��v� Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( )� Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Co�T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin Nc�/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 ( ) FOR OFFICE USE ONLY Other Fees: Occu anc Grou : Acce ted B : :Type'of Cor�struction .. Da�eqReceived; ;; ::�, , _ F•�r.riev�FORMS\Permits\Buildinalbuilding_revision_11-23-2005.doc Page 1 of 2 12/8/2005 ,�240 ARCHITECT'S SUPPLEMENTAL VAIL'SFRONTD�OR I N STRUCTION No. D- 030 ro: Doug 1'hompson/Wyder Construction, Inc. PROIE�T�O 20693.08 543 Santa Fe Drive issuE�: 06.15.07 Demer, CO 80204 FROM: )ason Ringdahl 303-825-1313 303-292-3388 The Work shall be carried out in accordance��ith the following Supplemental Instructions issued in accordance wifli the Contract Documents without ehange in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your acknowledgeinent t�iat there will be no change in the Gontract Sum or Contract Time. Architect's Supplemental Instruction Title: Building D—Cooling Tower Reason fm•Cl�ange: Ta fuF-ther clarify the size of the"coolii�g tower area we1P'along with the coolin�tower locatian and orientation. Description of Insti-uctions: Please note tl�at this will affect the response in RFI 8-205,as follows: The"cooling tower area well" size is as indicated in the Building D drawings. The��alls of the"cooling tower area well"have been raised to accoirunodate the height of the cooling tower. The raising of these walls has atso allowed the reinoval of the meta! grates and some of the beams l�ecause the walls are now a ininimum of 42"above finished grade. Refer to the atkaclunents. Attacl�ments and E�aclosures: Architectural: ASK➢-Ol 8,ASK D-Q19,ASK D-020,ASK D-Q2l, ASK D-022,ASK D-023 and ASK D-024,dated 06/13/07. Stnictural: SSK-AOb2rev,SSK-Adb3rev, SSK-A064rev�nd SSK-A07�, dated 06/I3/07. SSK-A078,dated 06/1g/07. Mechanical: NISK-D-UO2,MSK-B-007 and MSK-B-008,dated 0(i 13/07. Copy To: AST File By. Randy Hart/4240 Neha Khera/4240 Su it to Town of Vail: �YES ❑ NO Rick Caudel/VRDC. S. Jaivie Worcester/VRDC' Greg L. c�Jim N./M&N Engineers 7ay W. &Jake M./AF3S Engineers Town of i�ail �� APPi�d�1'1l`E� �� Subject to inspection and Compliance to all �t� -_� �Y relevant Adopted Building and Municipal Codes. Changes in Plans MUST be approved. �� Date +a �d-r By e-Pen�lz 7 Code: Zcx�3 'za� 42(40 ARC�iITECTURE INC SAFEbuilt Colorado '�c� '. S�13� 1621 Eighteenth Street Suite 200 Denver,Colorado 80202 The information contained in this message Is privileged and confidential intended only for the�se of the individua!(s)or entity(ies)named C 303.292.3388 f 303.29231 I 3 above. If the reader of ihis message is not the in�ended recipleN,you are hereby notifed thaF any dissemina6on,distnbution,or capying of www.4240architeaure.com �his communication is strictly prohibited. if you have received thfs communication in error,please notity 42140 Architecture,Inc.immediately. . o��v ` � � � / � � � � / � � � �E � C / \ � •� `� \ � o s ` •d � � � � \ �� / / , � .� .� � - �S � o �� \ � � ��fl� \G ��N� � � �, ��1F. \ 0 \ j �• EP�� FF � � i�,yz ��N 0�� G� b � ��0�-v�� E�F-F��"��N' � OF � �pGP ,�,�i � / 0�� 5�.�� oO�r1 Q�� ,. i �O��Cfl�C' \ �0��' � / S �� 7 S� � � g�P 22 � ,� C Q� � � �� '�� N i � � � � � � - � R VIEWED BY � RAf��'AL-� J��iP�l�f�; �CT � � ��,�'' { � �qC�7 li � � � SKIER SERVICES LO f��r� ;� ?`'� � 1 , e = r-o° SAF�kaui#t Col°orado � �,��1,�««,��R«�� Vail's Fror�t Doo� ��+wi�c No: ASK D-018 4��0 <?��n�r/Dcvcloper REF�RRENCE: 1�A103 Vail l�esorts (SSUE A51—p030 �- llevelopment Compan}� S�� 6�g3/07,,_or � Dcnccr,Colorado ;1�•nn.Culur;�dn DRAWN BY: JR � t + � � ?-= , �i �� v Z i �-t-i � �� i_ . i,-� i �. . � : (-Cj C� � R'1 �� r-�-c=�G � r � ` - C7 Z Z7 ; -� i�I �� i i-� '��i �� i �� i II _ �.?-�� r-i-- 4_h' ,��; � Q 'n � 3 i �, ,ii ,�1 � i I � �r- t. 1 � � '�� 4_ 3� 'I-�I :i I�I I 3 : ____ ��.�� L �". �kY � � � � � - � �_`j'- {-- � j�.r. 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F'��''�';=;L �� J�Ntt;�;��J 0��` C� � 1�� .�::�� '� .�� ,,��: ld r=• ' h''�e .��'./ � SAF��auil�� Calorado - Y_ ��. ��e�t of Record a i 1' s F r o n t D o 0 o�w��c No: AS K D—�2 3 424o Owner / Developer REFERENCE: 4/A50t Vail Resorts ISSUE A5! D-030 �� p,4TE: 06/13/07 �� Development Company SCALE: 3/4° = i'-o° Denver, Colorado Avon, Colorado DRAWN BY: JR i � IIf '`E� III�- II�: II --) - i:_ ��'::. j�`4Y2� , 'w � , k j ; ';t ' _ i � {- � � i _ � ��C- � i 'li � ��.:. � � � � � j � : � -� :_,�-�`. � '� �: ; ---�--�-` �-�- � i� , ; � _ � ' Q �� _ ' ;_� �--�"� :{-" -� :.:��- J— �� ;� � �;_�- � � .� , : _ � ��:_ �- � _A� � — �� r=� _ ( —+��; � t � . ", , ��j::� �; ;_ � � i-t � J �.�- � k� ; ,�: �j-:� �... ^s Y �j � �i -� i�� ' €� i � � - �� — i �, i � � - �'. ii - �� I �� } � O � OD�J II � � �''� � -- N— ��j I i �� < - � � .... - � � � �� ' '� O� � � — t � : - r�, �F-�t x . ;I �`�� - i � , '�� :� N t-�� I ��.�� -� '� `� ? _ �� r ti �i / �- y '�� '� ' � _ ' :r:. 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RqR�n.^ 1 . , � o � . rc F rn " � - OC'i°��.:;(Ji� ; � � -- ] �� 1 � I I i r } ' t��,,�,,�. ,; � ��- ��`,rt„�:�,�:i � `� -; ,� I� I ��-�: �� , ,�,�, , ,�,. �� . p a,°Y`�'. � � e ; P € SAFEbuilt C�aiorado � --� ��te�t of Record a i 1' s F r o n t D o o ��w��c No: A S K D—�2 4 424o Oxner / Developer REFERFNCE 2/A201 Vail Resarts ISSUE ASI D-030 Development Campany 5��: 0�813/0;,_0� Denver, Cor lorado Avon, Colorado DRAWN BY: JR -_;,..�.� � � � i `�r 6�'" �° � A51 A006 �� •• �� F f�`�,,>�%��°y,,��"�` / � � �� r .� � - r �p ��l�rr�.�;P';,�'�° f.�ir ,,':� '�i' .^'�,�''�,,.�i�,��;�'�' �\ 8156'-6" .�..-i �''�..�� i's°.� ��f,ff�� '� � `\ I �WACb.BEAM 8184\ "t O �: �� 1 � �� / RE� Bl� D D �`� G� � � - GOOLING FLOOR At1 �'f!'ID WAL i � 1 TOWER 8I'J6'-1"�` t1 �,� \ i � ' / ",,�,►"` ',k�-; � � �� TOP OF GOI�tG. P �47 \ E r/` l.'��t,.r�° ► t � \ ABL?VE GON . AB � I � ��,r''��,�°, ti t � RE: MEG� ARGH � �\ � ,,r,�`�� . 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',�'''�`� �a'�� _ �� TOP OF GDiV . i�AD AT EDE�E �'x �; �� '�,�►�``' "� 'r�`xa w . � �� ABOVE G� SL.AB ' j ,f r'`� � -' µ RE� MEGH ND ARGH �fa .'�l ��A� a ' �'',,e '`� I � . , , � � r�, , t ,� > ,, ,w i ^' � I: ! � d�,� ,�) �� i'"��i '� q5j%�1�� ,� 81`I6'-3° r � , � �.�� t�'� F.��OIS��1� �'` '�.�/p. �-° � f",�" � ,�j . � �1�� P � l A� I � � fs'r / =I `� I �4��(e� �l{J \T� �, "•�. 'r/ � r � �� T�7S�TC �T • �.�f�r(°�,i! ,� q�6-° i � i9�` ` , O �` .r' . r�r , � - -� - � �� ° � � .,"J � � !�,r 3 L��. .,,r ;, O ��}�t d i�~.'rx` �dI i s��.^7;- ` t � • �V� � � ��r�. C�•• e -s� �N L�.•'� SAFEbuil� Colorado � ' •" P;� �F C41-� rt�c�;u�sofx�d Vaals Front Doo� pRAWiNG N0: SSK—AO�QZ�CV 4�4� ��b REFERfNCE S�Og o�/n�aop« issuE:AS t D-G3o Vail Resorts DATE:d rp/�Sl�L o0 7. nm�,cot�� Deveto ment Com 3II SGALE:y�jp•'_ ��.o" P 4 caia� P Y oRawN Bv:�yw�t t_ ��, �, �o.8 , � � _ ` � � , `,o„ , �3 / �� r �- / a' P OF WALL BE�4M = 8�85'� 8u G GOOLII�l6 ` `\ WALL TOWEFZ `\ � � ,,"�; N �`� �u`t � � i�'i. ii `b`�.l � � � �� , �,��i � `,`�� .; � � L�� 90. � o� `�O � � ` ` �3 � � O '� � � . p0►�a�D/!(/J_ ��M�1• _/ _ ^ � �~�•• T ER��O�90 •m R��i�1N�� '�1� . . .9 ,s A.�'.;�40 O�T 4� � �C�� F C01.�`�P G�O� I1�lC� �'OUJ� fi�'ac�� i��1`� I �l� , � F� �� o do ��8��_��-o�� N - ,�maoe�ta Vails Front D►oor DRAWING N0: SSK—AO(p3�lV 424o B�� REFERENCE:S��$ Odna/Developa ISSUE:E►S{ ��C�30 Vafl Resorts OATE:pt0(�'S�Zpp'� Denac,Colaado Development Compar►p S�"�� '/s'- �'-o" AQ �� ORAWN BY: G�L �, !"'1� • '��`N � � � l�- � ° ° °.�-'.1� � -- . �. t- N � � � = �a"-! d � � �� o �� a� , � � �p� � � �-� � 3� �-�' � ..� �i�� r ��v u�fl' J �� ' ..o �..-d � ��' a {..]L c , 3 � �� -� o s�.,�4,� u w� � x � .S : 3 � o ,. , •� � G; N� � ��' m F � � Q ` yE W � Q ; ' � .� 1�) � Q � �� t� eV d 4t � � {. y � •� ,e`� � � �� ,�r � o �, � 3 �''�. ��- > 2 ,� 0 � _� `�� t��a - c� o ., Z �-' a�iN� = 0 o Q� • a . •. .. , : �, . . � Q � ' .. , • .• .� ;;* .''.• .: .� ., % .. . ` . � � t.. ` ' V � �` .� o;� �g,' � � � •v � � .a .� V ,Ow ��/� � Y1 . r �� •`' ~, �'" • . y �*r • ra'Q . ' � �,. I`� • s,, •S.� ♦ Y' '�^ � Q_+ r •. '� a � Y ., • +�• . • . � ' ' k � A V 1� •Q 'y'�f• FQ ��J ' . � � : a � °� a y� .:v � �'R� � Q� 1� : . >�- i . N. , � �° . ��o sQ� . � �� , � ; ; � �� . � � . ( ., .'.�o �� cn� . � � F � � � :� .� ..� 4� � + ; � � Q`� • � � ' •M � �Q � ! ' � U � F, Q. � a � .• ,� �� p„3 � � ' °� � � � � : ' . � �� ' � . . � o � u� � `� • �' .:� , � � �A ti � 4 • . s � � � ' � 00. t4 �� ...0 ��' �C? � `L`' � �� ` •r i. . .�• � .� � . '�J � Z � � ' �S � Q pJ K a� � � , fY o � � J •' :,� � � �1..� u j � h� � � t �� i a+,.,. ' � �,,,� O � u. � � � p �� ' .. .� � o c� � v �u,, , � , .•. .a �, � w � �� i . .,,�, � 3 �.,l. � � � � � � �� .. � � � � � �. .. :�, �� r.� �. � �. a � a� ��N� ., �� : � U �. � .,�j o � �� r F ` � II- �--� � ` •' /'tiQ Q '� � ►� ! � � N �0 �u�. _ � ' • - •° � ,��j �. .. ,a4 t J �. y t. � \ ir�� .1. 1 • .,�� A � O \ ' •.• ff • 'a . �� • O / �4 •�9 • � Q � � t • - p��•• T ..• , �+ � 'i '•.' d�3 � � .! � � � �� . : J � �� (`� a c o• ',. �� . t� �L �:•� ' '.; . Nj�:. � . • y�•.s;orvA��;�'••Q,� '.a. _ . ��FC4L� �A��aiailt Galorado - � �;�a��„� V�S B�O�00� DRAWING N0: SSK—A�� CtV q�24o �.�/DN� a REFERENCE:Si3�3 °� �ssuE:p51 D-o3a Vail Resores DATE:pq/��1zao'� Develo ment Com an sca��:w.r.s, Dmcr�Colnndo P P Y DRAyYN BY:(>M` Ason,Colocado Re� arzc�+. � Re� P��u , , � L 4Xr4X3/8XI'�" � � � � (�) 3/4° BOLTS � � i i i il � Q i � � � ri i i O � i � i I'-D" BOND BEp.M � � � � � WITH L2)-+�5 GON7. I I I � l I I 1 8� eoN� B�aM � WITH (�-�5 C.CJNT. � � RE, PLAN E)M�BE6D PLA�TE �/L��XV��X��"^L�'p � WITH (2) 5/8"� 1 � � � HA.S. � STONE VENEER •. ..••, RE�ARGH. ; • ' . •' . �.�. 8" AGGU5TtG GMU ..� ' ,. WITH �6 VERTIG.4L ' ° � . AT I'-8° WITH IN .� . .��w�_'• : FULLY GROU7ED .! � `r GELLS e ' ,. � • • a ' ,. . �� O� '2 .;•'. .•.''•',. •� Ey BU[LDIhl6 A POR WALLBEAM 3/4" = I'-O" .r.._.,.,_,_,.,, ��A�O EINFORGEMEMT ...��j� _�'�IC��V��I� �3Y `` '' ERF'o•?�� : o��` � � �� . '• � �� •:r�NAt�•P, SAF"Ebuiit Colorado �OF��0� C��r� re -- p��of�� Y�S BFwO� DOO� ORAWWG N0: SSK—A O�� 4�4� ��/Devd�ec REFERENCE:530� °F' i55UE:�5,1 O-07s0 Vail Resorrs oArE_o v�(a31Zo0� �" SCALE:'S.G4 e I=�" Dm�Q,co� Devetopment Company DRAWN BY: m�+L Avon,Colando . ! . __ " : _ ; ;. . `_ G j . : ` � ; f 1+ .. �� S`A � � S�p{1' 4'�t�G .,"c�d� a^ �!. ta. ��j, G� �� t . ; '. .� � _ ' . . 1' . __ , ��d+:�5�� e� �ee� ' _ r � ; ��^ , yr�f� / ` ( , 1� e� �' '�; ' .'"— � ' .. . _e. A�. :��^'�d.:Z.]. LOeA{'"1'�nS:... ... � : .. , _. . . . .,.. .. _... . . �._ . . �{ . . .. .. ._.... : �2T.:.t�� °`.`J�@ �fn.��j ' . . . k. �—_ Y... ' ..ic..;. .7!. ; � r--� .... ' . . ... ... ( ,�-• ;:._. a... ,. . . : i , . . : � � �'�.....-��\ � �t�P,�.--./��.�.�'w`1. , ; .. ' / . _. _ : . ._.._ ; : __ ; :.. ; _. . , � f �. ,. � . _ , , , , . , . , � . , ; ! i ` ; , � ' L. �,. 6K_'�z �;: M�c.t,: ' _ . ! . i : ... ; �� . . . �� E�C�s; �o��o�l-te�. s .'._. .. _ � ; ;r....,._:. '��.;.fa- J;.su.n., ._ __. � F : : .. � ��i i . .�:. .. .. !. . . . ' : . . ;. . � . . .. ..... _.. .. h G� °�/u^ ; , i i ; �b� Ov j ; i j ! ;.. . ; � ' _ ��c a F.`-�.,.a��y ; __.., i f+� ` ° ' ; o.s�' o� �� .5,5 _4 � ' `_ ; _ : _ � �,, ; ' !:�� , �f„n..-� : ' . _. . � , ._ _. �'?r'," �'lt�n , ; ; ; . : .:.,.. ,l , ..... . .. , : , , _ ; ._ . . _. F+��x:..,.2�C�� 5-O ' '-�e ,��orC ,.� a� �r!�:� �.r n.t�t��ti�iAriS . . , . � _... , ___ , � s �� {� ! � '\ ,t�Qh ; � 'en�� o� ;G� , a , 5.5 •sr. ' '�� . p �� ! f`: , _. . , , , . , ,. __ ._. ' �+'-F t�r+;f 0.!� ' . : , ' � . _. ; ; _. , , �t,d� �. ; ' R� 2 :•• �. . . �`��/f�V1��'D �Y . ; o••?'n . , : : __. �c�� o� � 9� s...t�'�•'`3' .• �Q. � SAFEbuilt Colorado �FCQL� .�..- .�..... ,�,;mc�oft�o�d Vails Front Door ppAWlNG N0: SSK— ��' ��4o B,��g Omna Dcvdo REFERENCE:��y ��oG. F�� Pa ISSUE:}s.Si D-�5 a Vatl Resorts DA7EoG/12�200'� Dr�vc,Colo:ado DCPP.10 II]CIIt COIIl 2I3 SCALE:/J.7,4, P P Y DRAWN BY:�j„�� n�,c�onao ` ��, �'r" . � � � .: -�� -v-4 ` \G P,� 22 ` N •I C ` N _ O�� /�5-D-2 � �o � � Q i`► p � � g �' \ cv > �f � ' � O ��` � B�-D-6 ` �� p ' ' � ` � w � Q � ` � . � ��` � > �� `� � � ' ` \ �u 21 �, a� .� �a 18 5MP-D-I Q =I 23 ` �? .�-�' � � ° �.- '�� _p_I I I v 24 ' /�� \. � (� �(� 1,gt;if i l l!flllfl/ � / � IS •,��1 Q R��iio�� r^ rJ � \��\ e� woea��y� /j�� 26 � �o � 4; L.,q�� `�'A�'� ' . . . p �� V` F��r �y � . O - ° ' _ . ° O � : :�� Q � • , tv,� • �, : . o� \�� 25 � ��'�%i, ��NA� \\\\��\\\\\. � ASI-`DQ30 �� = AUG � � 1 ENLARGED BOILER ROOM MECHANICAL P W ---_ � ��'Itf�V�� Y � u �' OCl` (! � 1q0�' 0 Q v ; � m � 2� 6" GS/R THRU WP�LL INTO GOOLING TOWER WELL. RE: 104 �E1b�ilt lorado d- B SET FOR GONTINUATION. — m � A51�30 26 6 GS/R DOWN THRU 3-i-fOUR FLOOR. FIRE GP�ULK AS REQUIRED. R�: p MI03 IN BLDG. B 5ET FOR GONTINUATION. � 0_ � "`�n'�°t °t '�°ra all�S Fr o nt D o o ��w�NC No: MSK—D-002 z 424o Owner � Daveloper REFERENCE; MO10—BUILDING_D Vail Resorts ISSUE: ASI—D030_CT—B-1_CHG. � Development Company S�? s�43/o�o� Deaver, Colorado Avon, Colorado DRAWN BY: JAW LL ��• � U�� - � - - - � - - � - - - - - � ,. .- � 12 � . N N � \Z�,�1 Q CORRIDOR � '2k�2� 800 o A1 04 � / N � �-5-12 i � A✓-��QI6 � / 24 / } � � � � � � i � NO � � � � //�� /.� � / t�cor�io) w � \ R Q �� c r�o t1.. ' � \ � � i � , \ � GH-�2 � � Q �C4 � 21 r �'_ , Q \ \ GH-B-I � c� 21 � � \ / c� � � 19 � � ` GHP-B-2 � c \ _ � v \ \ O W5(EGONO) ,tf�t �� \ ` \ i i ��if� W \ / � : `� Q�• •�3`: v � Q � � � ' p r � @ -- a . u' � � ' °� 0 • - � : • � � � / �� F = . �� o � � / : • : � � � � '� ��` � s e •• �\ \�\� \ � � A5- 3I � � ��1.\`��\ o � , �'�1� �W�p BY ,,,,,, �� ` 2007 � SPA — GARAGE LOWER L V � m 1 s ,s' = , -o- a�r �� zoo� � 0 o - � SAFEbuilt C � w e��ti of Record all�S Front D o o DRAWING N0: MSK—B—OO7 � 4z4o Owner / Developer REFERENCE: M103—BUILDING_B Z Vail Resorts ��,�: e i3�o�-cr-e-�_cHC. w Development Company scaF: 3/�s=i•-o- J Denver, Colorado Avoa, Colorado DRAWN BY: JAW � � � \., � _ o \ -o O � o N ; N ", N ; ° � ,. Q Oo O o 00 7 N , o � ,' � O . '' � o a } � Q , � '�\ �� l �� ' ��\ �� ' ,�.: � � � Q I ° \ \ � GE55 5 6 IL ; � B-I OR w ��\ � � \ � �� \ � � �° � � � o � � -:� y; L J dJ ; �'' \ � O � �` O '. `, � ;' ��y u��i�riri,,� � i \ jL .\\ \' � ��\�Q s Gf��; \ � �,i �.,'�,� �o � A �� •`��' ��'��'�''�� v Q� �+� � _ //` �; �,�30 / — � l o�� w �" ' o O 9� : � � � �� . � . -o "�� l ° • �,/ w° \, \ • � ((�� l� '�` � � � apo �`` l� ,� //.�/ � /� \ /f,��// �Qn( ��`\\\\ � '. # �, � � � � ' >:,'� I o o , EV`I�1f� �� 007 � . . . , , � � � ° 1 PARTIAL SITE PLAN— SKIER E VI � ;, ` L IN � m � --- � I t o r �; 5 6" G5/R INTO MEGH. ROOM. RE: SHEET MOIO IN BL�-B-�€-T-� O � A51-`Q30 � �� w er�c�t or x�ra all�S Front D o o DRAWING N0: MSK—B—OOB � Owaer / Developer REFERENCE: M104—BUILDING_B � 424 Vail Resorts ISSUE: ASI—D030_CT—B-1_CHG. z �►,�: 6,,3,0� w Development Company �; ��a--�•_o- J Deaver, Colorado Awn, Colorado DRAWN BY: JAW LL TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : APPROVED Location.....: VAILS FRONT DOOR-BUILDING'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : O1/24/2008 Legal Description: �� .�� Expires . .: 06/18/2008 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 8,788,000.00 VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144 . 14 24, 936 $3 , 594, 275 . 04 STORAGE/LOW HAZ (S2) ZONE 3 VA 71 . 79 8, 170 $586, 524 .30 REST, BARS, BANQ (A2 ZONE 3 VA 152 . 97 2, 531 $387, 167 . 07 Totals . . . 31, 576 $8, 788, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 :r***a�***rr►�*****�*�**r*r�*�*+r***r*��r*r+**+*��r*��a**x*+rr++►*►** FEE S UMMARY r+�a***�+***»**+*+r*�*�+***�*�****+*****r**r+*+*r+*s***rr*r� Building------> $3 4,0 3 e.95 Restuarant Plan Review--> $�5.o o Total Calculated Fees---> $�8,3 3 8.8� Plan Check---> $2 2,12 2.7 2 Recreation Fee--------------> $2 2,10 3.2 0 Additional Fees-----------> $4,410.0 0 lnvestigation-> $o.0 0 TOTAL FEES-------------> $7 8,3 3 8.8� Total Permit Fee----------> $82,74 8.e� W ill Call-----> $3.0 0 Payments-------------------> $8 2,5 6 8.8 7 BALANCE DUE---------> $18 0.o 0 a**�******«a**r**�**�*s�s**+******ax**+ts�*�*�*******t********«:r****r**t*t*t*�*r**********�***rt:s*�*x*r�*�**r�*:+��*r**+�******��*******s**�*r*» Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full builciing permit approvecl penciing apprc other departments . 10/25/2006 cdavis Action: AP REVISIONS APPROVED BY CIA DATE STAMPED 5/4, 02/22/2007 MROYER Action: DN Comment letter tor Revision 3 sent to appl: date. Comments for ASI-009 and ASI-011 . Response and revised plans required. 05/23/2007 MROYER Action: PA Rev. 4, IR 4182 : reviewed tire alarm shop c stamps and signatures only. No additional tee due. Plan returned to town 05/23/20i 05/29/2007 MROYER Action: PA Rev. 3/ IR:2599 : Building D Redesign- Apprc ASI-D018- No additional square tootage, Increased valuation 300, 000 . 00 . Additiona. due prior to issuance. 05/29/2007 MROYER Action: PA Rev. 5/ IR:4189- To simplity duct routing < penetration was aaaea to the Northwest shatt . No additional valuation or square tc added. Additional $60 plan review fee due . 06/29/2007 MROYER Action: PA Rev. 6/ IR:4499- Approved ASI-D024/ Fireprc completion ot separation. Additional $60 plan review tee . No square tootage added 07/09/2007 EP Action: PA Rev. 7/IR:4682-Approved ASI D-030 . No addit: valuation. Additional $60 plan review fee due 07/09/2007 EP Action: PA Rev. 8/IR:4683-Approved ASI D-029 . No aaait: valuation. Additional plan review fee of $60 . 07/10/2007 ep Action: PA Rev. 10/IR:4699-Reviewed tor design protess: stamps .No additional valuation. No plan review fee 07/10/2007 ep Action: PA Rev. 9/IR:4696-Reviewed tor design protessic stamps . No additional valuation. No plan review fee . 08/13/2007 ep Action: AP Rev. 11/IR: 5081-Approved ASI D-025 . No addi1 valuation. Additional plan review fee of $120 . 00 . 09/17/2007 ependley Action: AP Rev. 13/IR5439-approved. No added valuation review fee of $60 . 00 due 09/18/2007 ependley Action: AP Rev. l4/IR5444-reviewed tor engineer and de; stamps only. No added valuation 10/03/2007 ependley Action: AP Rev. 12/IR5438-Approved Cooling Tower Clari: added valuation. Added plan review fee of $180 . 00 due 10/09/2007 ependley Action: AP Rev. 17/IR5634 . ASI D-035 food service revi; approved. No added valuation. Added plan review fee of $120 . 00 due 10/09/2007 ependley Action: AP Rev. 16/IR5631-Approved ASI D-044 . No aaaea Added plan review fee of $120 . 00 due. 10/30/2007 ependley Action: AP Rev. l9/IR5878-Approved interior stair bldg valuation. Added plan review fee of $60 . 00 due. 11/06/2007 ependley Action: AP Rev.22/IR5992-Approved with conditions . St� comply with sec 1009 2003 IBC and chapter 33 protection ot pedestrians during con; No added valuation. Added plan review fee of $60 . 00 due. 11/06/2007 MROYER Action: PA Rev. 21/IR5969 : Approved temporay exit pla� Additional plan review fee $240 11/20/2007 ependley Action: AP Rev. l5/IR5628 : Approved ASI D-045 . No addec Added plan review fee of $300 . 00 due. Also see B06-0020 rev9 (ASI C-028 12/04/2007 ependley Action: AP Rev. 1/IR2322 :Approved root moditications.N� valuation. Added plan review fee of $120 . 00 due. 12/27/2007 jplano Action: NA Rev24/IR6306, Plan submitted has changed. ] approved on site by the SAFEbuilt tield inspector, TOV Building Otticial and TOV l Marshal . no plan review charge Item: 05400 PLANNING DEPARTMENT 07/D3/2006 George Action: PA This partial approval is tor the relocatio� electrical transtormers presently existing in the areas surrounding the skier' s p. 07/14/2006 George Action: AP 02/09/2007 George Action: PA This is a partial approval tor revisions m< plans in response to required building code corrections 04/12/2007 George Action: PA Revision 3 This is a partial approval to a. addition of a window well on the lowest level of the unit . 07/02/2007 George Action: PA This is a partial approval tor an increase height ot the screen wall around the mechanical equipment tor the skier services 1 09/13/2007 George Action: PA This is a partial approval tor a claritica1 cooling tower design for vail ' s Front Door 10/04/2007 George Action: PA This is a partial approval tor the recontic the stairs near teh One Vail Place garage entry. 11/02/2007 GRUTHER Action: AP Rev. l7/IR5634 . ASI D-035 tood service revi: 11/02/2007 GRUTHER Action: AP Rev. l9/IR5878-Approved interior stair bldg Ol/08/2008 GR Action: AP REV. 1 FRONT DOOR ROOF MODIFICATIONS Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure tire alarm and tire spr: permits as retlected in tire sprinkler riser relocation and tire alarm panel relo� plans . Fire alarm panel relocation will require recertitication ot entire system prior tc 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec for tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . 11/Ol/2007 mcgee Action: NA ASI D-044 11/Ol/2007 mcgee Action: DN ASI D-025 ASI D-025 Pages with copies ot a stamp do not apply to the Fire Dept issues . Shee1 indicating changes to the tire alarm device placement are not stamped and are not 12/13/2007 McGee Action: COND Revised Temp Egress Plan submitted 12/10/0' conditions : one with the retail in the Skier Services Building occupied and one d� In either case, the exit discharge to the exterior to a public way is not current. accessible based on a site visit 12/12/07 . Conditions on the job site expose the public to unreasonable risk with the amount tenting, inacessible walkways, storage, staging, and unfinished grade . No approval shall be granted until the exterior site work has been substantially : tire access has been provided, and other issues required tor TCO have been resolvE See attached email : The photos for Fire Dept personnel are at fd: shared/Vail Front Door 12 12 07 . »> Mike McGee 12/12/2007 3 : 36 PM »> The photos may not clearly indicate the status, but in short 1 . There is no fire department access 2 . The fire hydrants are not accessible 3 . The fire department connections are not accessible 4 . Doors are missing from stairwells 5 . New partitions have appeared that are not on the plans . 6 . A "tunnel" trom an elevator and stairwell to an interior exit door was constru� permit or notitication to the tire dept . None ot the tire sprinkler or tire alarm inspected or tested. The work has been covered up by sheetrock. 7 . The exit door from that tunnel to the exterior does not lead to a public way. 8 . There is an excessive amount ot construction tenting, storage, staging, and wo: ground, snow covered plastic, and inaccessible walkways . 9 . The fire sprinkler system is not yet completely installed. 10 The sprinkler system has not yet had a final hydrostatic test . 11 . Few ceilings have been installed. 12 . Open electrical wiring is common throughout. 13 . One room was just discovered after Hyder tore down a "temporary wall" . 14 . The fire alarm system has not been pre-tested. 15 . The property in general is not ready tor the tire alarm system to be activatec causing an excessive number of false alarms . 16 . The Fire Command Center is not completed. 17 . The garage is tull ot construction activities, staging, tabrication, welding, etc. . No parking is available. I could go on but they are obviously not ready. Hyder is apparently blind to the conditions around them. »> Charlie Davis 12/12/2007 3 :27 PM »> Thanks for the update Mike, I just got a message trom Mike Stewart regarding his status ot elevator inspectio� was their third visit to the site. Mike spent 3 . 5 hours on site to "deny" the tin� elevators. Alarm/Thermal device activation was not working. Three others tailed yf The Front Door has one more chance trom NWCOG tor tinal inspections which are set Tuesday. Atter next Tuesday NWCOG can not guarantee any other inspections due to 1 ot work and being tully booked through the end ot the year tor other elevator tin� inspections . Charlie Davis Chief Building Official Town of Vail 970-479-2142-voice , 970-479-2452-fax cdavis@vailgov. com »> Mike McGee 12/12/2007 3 : 09 PM »> I asked Greg Reile to torward some photos ot what we tound during our "pre-TCO" w� this afternoon, in preparation for their "Final Inspection" tomorrow. Not unlike the Arrabelle, Hyder does not seem to think they have any outstanding : can' t address by Saturday. The photos do not include the Spa Building. It does not have any heat . Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated r� 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Rooting Moditications-No Comments on plans 11/8/06 12/18/2006 tk Action: AP Approved revision D009 dated 11/10/06 rece: 12/12/06 . Regrading and storm sewer revisions approved. 08/09/2007 tk Action: AP ASI D-025 - No PW issues 09/17/2007 tk Action: NA Cooling Tower Claritication recieved 9/5/0' 10/08/2007 tk Action: AP Stair Reconfiguration ASI-D-044 Item: 05550 ENGINEERING CIVILS �+*..**�*�*+*********.�.***.**�+***+�*�*�.�.*.*��.*:�****�+**�*�*:*.*.*.*�*.*.*.***►*�***.**«��*�+*****.*.*.*.*,***+�*�*�*�*�****:*,**�*.*+**.*. 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 CE BY TELEPH T OUR OFFICE FROM 8:00 AM-4 PM. SIGNATURE OF OWNER TRAC IMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0021 as of 01-24-2008 Status: APPROVED ************************�******************************************************************************* Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: O1/24/2008 303-825-1313 To Expire: 06/18/2008 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING'D'- SKIER SERVICES BUILDING Conditions: *************+*************************************************+**************************** TOWN OF VAIL, COLORADO Statement +******************************************************************************************* Statement Number: R080000090 Amount: $180. 00 Ol/24/200810 :33 AM Payment Method: Check Init: LC Notation: #57749/HYDER CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B06-0021 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL LoCation: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $82, 748 . 87 This Payment: $180.00 Total ALL Pmts: $82, 568. 87 Balance: $180 . 00 ***********�******************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 120.00 PF 00100003112300, PLAN CK - project GFP012 60.00 ----------------------------------------------------------------------------- ��.�. 1�� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Bualding Permit#:��(�-6p2� , �` �� ` � � �, � 970-479-2149(tnspections) �� REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: I-� ef 1-r�. � U - r o - ATTENTION: JR,CHARLIE,GREG,CHRIS ,� Contractor Signatu : COMPLETE REVISIONS EVALUATIONS FOR Bl:lLDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ � OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contacf Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com P�rGel# �IDIo� 2Zlv}� Job Name:�� 'S �� Q d Job Address: �� p ,- � v�; � L„ Legal Description Lot: Block: Filing: Subdivision: Owners Name:U�;� R�,So� Address: Phone: �Architect/Designer: Z11�� Address: Phone: I Engineer:/ko..ro��p N�� Address: Phone: � RE��SON FOR REVISIONS: ��a.��n� �� c-�.-1-��i. Work Class: New� Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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 ( ) FOR OFFICE USE ONLY Q�her Fees: ; V � Occu anc Grou' : Acce ted 8 : Type of Construction:, Date Recei�ed: '�'^dev\FORMS\Permits\Building\building_rc ��nn_11-23-2005.doc Page 1 of 2 12/8/2005 .. , u , Questions? Call the Development Review Coordinator at 479-2128 � r ' �: ` j ��`� ' Bui/dinq Permit Submitta/ Check/ist ` Department of Community Development Project Name: Uu.,1 S �ra�.-t +Qa�r Project Address: I S 1 V� � I L_, ✓ This Check/ist must be comQ/eted before a Bui/din4 Permit app/ication is accepteal, ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan (4) included (refer to Public Works checklist) No dumpster,parking or material stora4e allowed on roadwavs and shoulders without written anaroval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature(All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: Applicant's Signature: Date of submittal: I 1/�JU� Received By: F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12/8/2005 � � bu� - ilt��. ��a� �uilding Departmeat Setuices December 4, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door roof modifications PERMIT NUMBER: 606-0021 REVISION NUMBER: � INTERNAL REF#: 232y ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: 20 plan sheets Plan review fee: $120.00 No additional square footage- No added valuation Sincerely, Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.royer(a�SAFEbuilt com SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓ Page 1 of 1 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓ Eagle,Colorado 81631 C:\Users\ependley.CIA3�AppData\LocalU�licrosoft\Windows\Temporary Internet Files\Content.IES�XSEAV6IY\tov-b06-0021.rev1_FAL[1].doc � i , ,--.� I ESR-1615 �� '�� Issued February 1, 2005 '�---- This report is subject to re-examination in one year. I ICC Evaluation ServiC , InC. ��"��°�•�0 w0'10"a"Mai�e,wnn�,c��soso�■(�)sss�a3 Regional p(fice■900 Montdair Road,Suite A,Birtningham,Alabama 35213 ■(205)599-9800 W W W.I CC S.O Pg �q�l pificg�4051 West Fbssmoor Road,CountrY Club Hilis,lllinois 60478■(708)79�2305 DIVISION:07—THERMAL AND�AOISTURE PROTECTION 4.0 INSTALLATION Section:07210—Building Insul�tion 4.1 General: REPORT HOLDER: �, Insulstar Spray Foam insulation shall be installed in accordance with the North Carolina Foam Industries(NCFI) NORTH CAROLINA FOAM INDI�STRIES published installation instructions and this report.The NCFI installation instructions and this report shall be strictly POST OFFICE BOX 1528 I adhered to and a copy of the instructions shall be available at MOUNT AIRY,NORTH CAROLINA 27030 all times on the jobsite during installation. If there are any (336)789-9161 � conflicts between the NCFI published installation instructions www.ncfi.com and this report,this report shall govern. EVALUATION SUBJECT: � Insuistar Spray Foam Insulation shall be spray-applied on the jobsite using a volumetric positive displacement pump as INSULSTAR SPRAY-APPLIED QOLYURETHANE FOAM identified in the NCFI application manual. The Insulstar R component shall not 5e stored at temperatures below 65°F �I (18°C)or above 85°F(29°C). Insulstar shall not be used in 1.0 EVALUATION SCOPE ; areas that have a maximum in-service temperature greater than 180°F 82°C . The foam plastic shall not be used in Compliance with the following codes: � � electrical outlet or junction boxes or in direct continuous ■ 2003 Intemational Building�ode�(IBC) contact with water.Injurisdictions that have adopted the IRC, ■ 2003 Intemational Resident'al Code°(IRC) contact with soil is permitted except in areas where the probability of termite infestation is"very heavy"as determined ■ 1997 Uniform Building Cod�TM' (UBC) in accordance with IRC Figure R301.2(6). Properties evaluated: �� 4.2 Thermal Barrier: ■ Physical properties li Insulstar Spray Foam Insulation shall be separated from the ■ Surface-burning characteri i ics interior of the buiiding by an approved thermal barrier of'/2 inch(12.7 mm)gypsum wallboard or an equivalent 15-minute ■ Thermal transmission thermal barrier complying with, and installed in accordance with,Section 2603.4 of the IBC,Section R314.1.2 of the I RC, 2.0 USES or Section 2602.4 of the UBC. Insulstar Spray Foam Insula�on is used as a thermal �yhen installation is within attics or crawl spaces where insulating material,installed as nonstructural component of entry is made only for service of utilities, an ignition barrier floor/ceiling and wall assembli�s. consisting of either a 1.5-inch-thick (38 mm) mineral fiber 3.0 DESCRIPTION insulation; or a 0.25-inch-thick (6.4 mm) wood structural , panel, particle board or hardboard; or 0.375-inch-thick (9.5 3.1 General: ! mm)gypsum wallboard;or corrosion-resistant steel having a Insulstar Spray Foam Insulatior�is a spray-applied,semirigid, base-metal thickness of 0.016 inch(0.4 mm);or some other cellular polyurethane foam Iplastic insulation having a approved material,shall be installed in a manner so that the maximum thickness of 2 incl�es (51 mm) and a nominal foam plastic insulation is not exposed. The protective density of 2.0 pcf(32 kg/m3). he insulation is produced bjr covering shall be combining a polymeric isocyan�te(A component)and a blend applicable code'Ventilation of the attic or crawl space shall of polyols, flame-retardants, blowing agents, surfactants, e provided in accordance with the applicable code. catalysts and other additives(R component). 5.0 CONDITIONS OF USE 3.2 Surface-buming Chara�teristics: The Insulstar Spray Foam Insulation described in this report The insulation, at a thicknes� of 2 inches (51 mm) and a complies with,or is a suitable alternative to what is specified nominal density of 2.0 pcf (32 kg/m'), has a flame-spread in,those codes listed in Section 1.0 of this report,subject to index of less than 25 and a s�noke-developed index of less the following conditions: than 450 when tested in acco jdance with ASTM E 84. 5.1 The insulation shall be installed in accordance with the manufacturer's published installation instructions, this 3.3 Thermal Transmission; evaluation report and the applicable code. The The insulation has a therma� resistance (R-value) of 5.77 insulation shall be applied by contractors certified by h�ft2�°F/Btu(1.016 m2-K/W)atia 1-inch(25.4 mm)thickness. NCFI. �'��}�EPORTS'"are not to 6e construed I qs representing aesthetics or anv other attributes not specifically addressed,nor are they lo be construed as an endorsement of the subjecf o(the report or a recommendation for its use.There is no warranty bylCC Evaluation Servrce,/nc.,express or imp(ied,as to any findrng or other matter in this report,or as to any product covered by the report. i page 1 of 2 Copyright OO 2005 � �� i _ _ Pege 2 of 2 ESR-1615 5.2 The insulation shall be sep�rated from the interior of the qualitycontrol program with inspections by Underwriters building by an approved, 15-minute thermal barrier Laboratories(AA-668). complying with Section �603.4 of the IBC, Section 6.0 EVIDENCE SUBMITTED R314.1.2 of the IRC or ection 2602.4 of the UBC, except as noted in Sectio 4.2 of this report. 6.1 Data in accordance with ICC-ES Acceptance Criteria for 5.3 The insulation shall be pro ected from the weather after Foam Plastic insulation(AC12),dated October 2004. application in accordance with Section 1404.2 of the 6.2 Manufacturer's published installation instructions. IBC,Section R703 of the I C or Section 1402.1 of the 6.3 A quality control manual. UBC. 5.4 In jurisdictions that have dopted the IRC, use of the 7•0 IDENTIFICATION foam plastic insulation in reas where the probability of Each package of components for the Insulstar Spray Foam termite infestation is"very eavy"shall be in accordance Insulation shall be identified with the North Carolina Foam with IRC Section R320.4. Industries name and address, the product trade name �.5 The insulation shall be I�mited to use in Type V-B (Insulstar), use instructions, the evaluation report number construction under the IB Type V-N under the UBC (ESR-1615), and the name and/or logo of the inspection and to dwellings under th IRC. agency(Underwriters Laboratories). 5.6 The Insulstar Spray Foam nsulation components A and R are produced in Mount iry, North Carolina, under a i il j �! �i My�C �EC:�"�� - I t..c;. . �I I�oN'�*q� GoNs7kvG�'��7 �4►p IT I.Jbvl,p lu�oT' �3F. f6f2!►�lTf�� J TYP� �IJ � I I I �I I I I � 4240 ARCHITECT'S SUPPLEMENTAL INSTRUCTION No. D-oo3 VAIL'S FRONT DOOR To: Doug Thompson/ Hyder Construction, If1C. PROJECT NO: 20693.OH 543 Santa Fe Drive issuE�: 10.12.06 Denver, CO 80204 FROM: Neha Khera 303-825-1313 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instruction Title: Building D-Modify Roof Construction Assembly Reason for Change: To eliminate ventilation air space within the enclosed roof rafters and to revise the insulation and roofing system in accordance with Code Modification Request dated 1012.06. Description of Instructions: Incorporate modified roof construction assembly per the attached revised construction drawings. Attachments and EnGlosures: Architectural Sheets: G001,G002,G003,G004,A210,A211,A212,A213,A214,A215,A216,A217,A300,A502,A503,A504, A700,A703 and A800. Code Modification Request Letter— 10.12.06 ABS Letter of Support— 10.17.06 NCFI Letter of Support—09.19.06 Copy To: ASI File By. Rick Caudel/VRDC Gary Udall/Udall Architects Received By: Jay Watson/ABS Consultants 42�40 ARCHITECTURE INC 1621 Eighteenth Street Suite 200 Denver,Colorado 80202 The information contained in this message is privileged and confidential intended only for the use of the individual(s)or entity(ies)named t 303.292.3388 f 303.292.31 13 above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distribulion,or copying of www.4240architecture.com this communication is slriclly prohibited. If you have received this communication in error,please notify 42/40 Archilecture,Inc.immediately. r�z�ea�rc:hite�iesre ine c`rE�:ca��,cr`e�rie�r 4240 12 October 2006 Mr. Matt Royer Colorado Inspection Agency 1286 Chambers Avenue, #101 Eagle, CO 81631 RE: Vail's Front Door— Bidg D— Code Modification Request Dear Mr. Royer: Per our previous telephone discussion with you on 4.27.06, we would like to formally request for the Front Door a modification to IBC Section 1203.2, pertaining to the requirement for ventilation of enclosed rafter spaces. It had been the project team's approach through the design development stage of the project to provide a high performance super-insulated roof. During the development of construction documents, a ventilation air space was introduced within the rafter space to satisfy the code requirement. This is reflected in the currently approved construction drawings. As a result, two problematic concerns have been revealed: 1. The ventilation air gap seriously compromises the thermal performance of the roof by allowing outdoor air to circulate between the insulating layers. 2. A large portion of the roof consists of landlocked flat roof construction that prohibits any effective roof ventilation. Allowing a ventilation gap within the flat roof assembly would create a condition where moisture would be trapped within the roof construction. Additionally the current ventilation gap within the enclosed rafter spaces is ineffective over a large percentage of the sloped roofs due to the prevalence of hip and valley conditions where air cannot circulate and moisture would be trapped. We propose to revise the current roof detailing to eliminate the ventilation air gap from within the enclosed roof rafters in order to alleviate the problematic concerns described above, while maintaining the critical performance of the roof. The intent of the code in requiring ventilation is not discussed in the IBC Commentary, but ventilation is commonly understood to be a conventional solution for preventing airborne moisture from condensing within the structure. For this project however, the proposed revised roof system is patterned after another well-established and acceptable alternative construction method, which does not incorporate ventilation within the structure of the roof, but is common in the local jurisdiction and surrounding mountain region. While this method is not yet recognized in the IBC, the IRC has already incorporated language that provides for it (Section R806.4). This model lends further justification for the adequacy of this alternative construction method. Vail's Front Door— Bldg D— Code Modification Request 12 October 2006 Page 2 4240 The revised drawings (ASI-D003) indicate polyurethane foam (R42) to be spray-applied directly to the underside of the roof sheathing. This closed-cell insulation also performs as the vapor barrier. While there is no need for ventilation within the enclosed rafters, a ventilation air gap is provided under concrete roof tiles between the structural roof sheathing and the tiles. This ventilation gap is intended to satisfy the roof tile manufacturer's recommendations, to maintain a cold roof designed to prevent ice damming and icicle formation, and to allow for natural ventilation should any unexpected moisture collect at the roof sheathing. This ventilation air gap is not necessary at areas of the roof where metal roofing or an EPDM membrane is employed. The proposed revisions resolve the identified problematic concerns with the current roof system design, insuring the thermal and moisture performance while satisfving the intent of the code with regard to preventing condensation. Attached are letters and calculations prepared by the project Mechanical Engineer, ABS Consultants and NCFI Polyurethanes documenting and demonstrating that no condensation or moisture problems will occur, thus meeting the intent of IBC, Section 1203.2. 4240 Architecture requests that the Town of Vail approve the current unventilated design as a code modification on the basis of its unique performance. Thank you for your careful consideration. Sincerely, � .� Scott Zabris � , AIA Attachment cc: Rick Caudel � Vail Resorts Development Company Doug Thompson � Hyder Construction Jay Watson � ABS Consultants Steve Rondinelli � BCER Engineering, Inc. File: 20693.08/3.2 -.s� � .- �,�-: � .,. : ,. ::, .�- r�x G O N 5 U L T A N T.._ ..1 N.C�. � _�'� ]530 16TH STREE'r SUITE 400 DENYER COLORADO 80202 303-6236200(VoICE} 303-623-8435(FA� ABSCONSULTANTS.COM October 17, 2006 42�40 Architecture, Inc, 1621 Eighteenth Street, Suite 200 Denver,CO 80202 Attn: Scott Zabriskie Re: Vail's Front Door—Skier Services Subj: Dew Point Calculations Dear Scott: We have reviewed the WiJFI calculations submitted by NCFI(attached) and agree with their assessment. The simulation shows that a long-term condensation problem will not occur. Any condensation that does accumulate in the assembly will dry out in a reasonable amount of time. It should be noted that the calculations were performed using Edmonton climate data, as that is the closest climate data to Vail, CO available in the WUFI computer program. We have reviewed the climate data for Edmonton and concur with the substitution. Since the WUFI calculations show that there is a general drying trend from the initial conditions occurring during construction,we feel that the design meets the intent of the IBC, Section 1203.2. Should there be any questions,please contact us. Sincerely, , r�. ABS Consultants, Inc. �� r`� �•��4`' ��`'' .�� . .i a,+� `:6 ��'"' ��'r� �`"° �''�� . • , � . _ . • _ .� Jay A. Watson, P.E. ""�; 3'�� Mechanical Project Manager .�,4 a: ��.� ;ws� •�� ''�<`�� C',��,0� `��`�1�0 p /J�W •,�,{p�i"�f�C,'P!�r l.,,,.,as,ISb�dAl�'1��" OC`� �, � Z(�06 P:�2001-134-03�ADMINUvlech A\CorrUawltr101706 Skier Services Dew Point Calcs.Doc � r ��y � I P.O. Box 1528 • Mount Airy, NC 27030-1528 r o � r u R E T H A N E s 336.789.9161 • Fax 336.789.9586 • www.ncfi.com Dalton,GA Hickory,NC High PoinF,NC Mount Airy,NC Salt Lake City,UT September 19, 2006 RECEIVED Mr. Scott Zabriskie 4240 Architecture Inc. S E P 2 5 2006 1621 Eighteenth Street, Suite 200 42�40 ARCHITECTURE INC. Denver, Colorado 80202 DENVER OFFICE Re: Vail Front Door Project Vail, CO Dear Mr. Zabriski: I have re-run the WUFI calculation for the above referenced project using the revised design detail you have provided. Based on this simulation, I remain confident in recommending the use of NCFI's spray applied, closed-cell polyurethane insulation in this application. Furthermore, I find that the use of a waterproofing membrane on top of the roof surface is a satisfactory design element and I recommend that no vapor barrier be installed on the warm (interior) side of the polyurethane insulation. I am enclosing copies of the simulation trace and plots of water content of the oriented strand board roof deck and the polyurethane foam. The simulation trace shows no indication of a condensation problem. The moisture contents of the board and foam show ranges well within acceptable limits for the materials and also show a general drying trend from initial conditions. You have also sent me copies of the Dew Point Calculations performed by ABS Consultants, Inc. I am familiar with the methods employed in conducting these calculations. The method is detailed in ASHRAE Handbook—Fundamentals. However, ASHRAE cautions users of this method that it is a steady-state model that simulates only the very limited mechanism of moisture vapor diffusion. It does not take into account that building assembly temperatures fluctuate in daily and annual cycles. The method uses an exterior design temperature and humidity, then assumes that this condition will exist forever. Because of this inherent limiting assumption, ASHRAE itself advises that"Specifically, the methods should be used to estimate monthly or seasonal mean conditions only, rather than daily or weekly means." [p 23.10] ABS Consultants used an exterior winter temperature of-19° F in their dew point calculations. I believe this is too low a temperature for a monthly or seasonal mean for Vail. (I am enclosing a copy of ASHRAE design conditions for Eagle, CO for your review.) Here at NCFI, we had relied on the ASHRAE dew point method for years. We understood the limitations this method imposed. Many building assemblies were performing completely satisfactory in the field when dew point calculations indicated they should be failing or having problems. A Division of BMC,Inc. NCFI since 7964 BARNHARDT MFG.CO since 1900 i � Mr. Scott Zabriskie Re: Vail Front Door Project September 19,2006 Page 2 However,once we were introduced to WUFI, we realized this cnethod (aithough not without drawbacks itsel� is far more representative of actual performance. The primary reason is its ability to vary the exterior temperature,humidity and other climate factors rather than relying on the steady-state assumptions of the dew point method. The"design condition forever" assumption is not a valid one when the materials are resistant to moisture vapor and temperature diffusion (as is the case with spray polyurethane fvam insulation). If you have any questions on the above, we will be �tad to discuss therrt with you. Sincerely, NCFI Polyurethanes, Div. of BMC ,-��. Rb er V. Morrison, P.E.,R.R.C. Product Manager Roofing and Insulation RVM:sp cc: David Young Steve Loftis _ � '� � � 'I N � r i o t'Yol �3lPlw��H ��ai� � �� `�-�'- o°o �.°a � c°� o � � � '� $ � � C� � �p m :.�;.�..: � � 1 ° u� , E � � ' � � . I � � � ' � � a �i � � ''' � I a I; i �'� i L 'i c � 0 � � . � � � � � � , �:� ; I} ;, � I �. � m ' � ` � N � � ' � � � � � � '� ,�,,,, „,,,,,,,,,,, ,,,,,,.,,,,,,�,,,,,,,,,,,,,,,,,,,,�, „ ,,,, - � '� � � , „ . ., E � o � ;;. 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Design conditions for EAGLE,CO,USA Slatiarsname WM�i Lat lorg dev StCP �� T�° P+aiod 1a f6 ic 1d Je Jf Jy !h fi EAQLE 7246/5 39.66N 106.921N �12 11b51 -7.00 NAM 72D�i caaes� ►+ea�os , . w�acaa«�oPnwc�aanarnt cda�ma�mwsrMCOS Mcvus�acv� � s9.sx ssw o.ax �x ro ss.s�os 99.6% 9996 OP HR MCDB OP HR MCOB WS MCOB ri5 MCDB MCWS PCWD 2 3a 36 4s Qb 4c 4d 4e Qf 5a Sb 5c 5d Be 66 1 -t0.3 rt.7 �&1 2.9 �.6 -93 4.3 �.0 1d.0 34.3 20.2 34.1 2.1 110 • r �� Hottest Coofin OBIMCVVB £ fonVUB/MCDB MCVUSlPGUVD m� mordh o.444 tx 2X 0.4% t% 2% W 0.49G DB DB OB MCY48 D8 MGI�VB DB MCYVB WB MCDB WB MCDB VffB MCDB MCWS PCYYD 7 8 4a 9b 9c 9H 9e 9f i0a 10D 90c 1Qd 10e i0! fla tib 7 36.2 88.2 57.5 86.9 56.8 83.4 56.8 61.1 79,3 58.6 77.0 68.3 76.0 11.5 240 Dehumi6Hcafon DP/bfC08 and HR En 1MCD8 0.49G 194 2% O.a%G f% 2S6 OP MR MCDB DP Ht2 MCOS OP HR A+ICOB EMh MCOB 6M MCOB En1h MCDB 12d 19b i2e fZC 128 l21 12g 12h f21 f3a !3b 13c f3d i3e f3l 56.7 84.3 B4.8 54A 79.2 64.3 62A 73.6 64.1 22.6 78_3 27.5 77.5 20.5 76.5 ��A�� ExYeme F�cteme Amud DB n-Year Re1xn PertoA VaWes of Exireme DS Mex Meen Slandard deviaCan n=5 ears r-14 rs n=20 n=50 rs 1% 2.5% 5".S ri6 Max Atin Max Nlin Maz Mn Mmc htln Max Min Max Min f4e 1Q8 14c 1$ 16e 16b 16c 1Bd f7a 97b 17c 17d JTe 171 17g J7h 23.8 20.G 17.7 69.8 923 -19.6 2.1 7.5 93.8 -24.9 95.0 -29.3 96.2 -33.5 97.T -38.8 .- . : Jan Fe6 AAer Jun °k 08 MGWB DB MGWB OB MCWB �B MCWB PB MGWB DB MCW9 i8d 18b 18c t8d 166 78I 18g 18h 18f t$ !8k i8! p.4% 48.1 34.4 53.4 380 63.6 426 72.6 47.1 81.5 52.8 89.8 57,5 1% 43J 34.4 50.9 360 61.t 4i.T 70A 46S 79.4 61.8 87.9 66.3 2°.6 41.8 33.4 4T.8 38.8 58.7 40.8 68.3 46.9 77.3 50.8 86.2 66.0 Jul Au OR iVOV pec % DB MCVVB OB MGWB p8 MGWB OB MCYUB DB MGyV6 DB MCWg 18m l8n � !8o i� iBq i& lBS 18t 18u ibv t8w 18x 0.4^/0 972 68.7 9D.1 58.8 87.2 56.5 T6.5 49.8 62.2 Q3.5 50.6 37.4 1°,6 80.1 b8.4 88.4 58.1 84.Q 55.8 74.6 48.9 58.2 42.i 46.6 35.5 2% 88.8 57.8 87.i 57.T 823 5A.7 72.3 48.3 5B.6 40.9 43A 34.5 . . 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Au S Oct Nov Dec 20a 206 20c ZOd 1+7e 20f 20q 20A 20i 2d/ 20k NN 26.3 26.0 24.9 �.3 31.1 36.4 35.2 33.8 34.8 32.9 26A 25.5 wMae watd nneteaaoyxe�a.ya�zas«,numner �ac �sutuae.• �w� c,w,gwde,• �ev aevaoon.n s�aP Sta,aera pre�,re ae stafia,etevanon.osi I� Dry bulb ternpcaMms.'F DP Oew poid tmrperaWre.�F W9 VJeI bu6 temperaqve.'F VYS N{nd speeE,mPh ENh Enthe�y.8lw9D HR Hm6Qiry ratio.9rains of moisMrre per�of try dr MCDB {�eancWnddentdrybubtemperat�se.'F MCDP MeanoancideitQewpanttempaeAre,'F MCWB Mosnooc�tldeMwet6�Dtemperahire.'F MG1N5 Artean cdnddeM winE speed.mpti PUND Prevaaing aoindderd wmd C'rection.'.0=Nor4�.9Q=Fasl � � Uoc 1U/ N C �' I PO/NT PAPER Modeling Heat & Moisture Transfer in Building Envelopes using WUFI° WUFI�'-ORNUIBP is a computer-based model for polyurethane foam (SPF), when experience indicated simulating the one-dimensional hygrothermal (heat and otherwise. Reliance on the Glaser Method would result in moisture) behavior of building assemblies. WUFI is a avoiding many SPF applications which were actually powerful tool for estimating the likelihood for condensa- perfectly"safe." tion to occur within walls, ceilings, and other assem- WUFI, on the other hand, does not assume steady- blies. This model was jointly developed by Oak Ridge state conditions. Instead of a calculation based on one National Laboratory (Oak Ridge, TN) and the Fraun- extreme climatic condition, WUFI calculates temperalure hofer Institute for Building Physics (Holzkirchen, Ger- and moisture profiles through the building assembly for many). every hour of an entire year. WUFI, thereby, takes into account materials which have high hygrothermal inertia. Using WUFI is a multi-step process. In the first step, [The] WUFI-ORNL/IBP Model is a tran- the designer needs to input the construction of the build- sient, one-dimensional heat and mass ing assembly.This involves specifying the building mate- transfer model that can be used to as- rials used in the assembly, their physical properties, and S@SS the heat and moisture distribu- the order in which they are installed. WUFI provides a tions for a wide range of building ma- substantial database of materials and properties for the designer. terial C�aSS@S and elimatic eonditions Secondly, the designer specifies the time period of found in North America. calculation (usually this is one year but different periods may be used). —Andre Desjarlais, Oak Ridge National Thirdly, the designer must specify exterior and inte- Laboratory, et. al.* rior conditions. WUFI has over 50 U.S. and Canadian cities prepro- _ Before the availability of WUFI, the Glaser Method grammed into its � was used to determine if and where a dew point condi- database. The de- tion existed in a building assembly. If no dew point was signer may select t °�+tuA„ indicated,the assembly was considered"safe" from con- the coldest or hot- ' • . densation problems. If a dew point was indicated, the test typical climatic. , � � designer could specify an appropriate vapor retarder and year (i.e., the ex-', . recalculate. treme tenth percen- The primary shortcoming of the Glaser Method is tile hottest and �°� that it assumes the building assembly is in steady-state coldest years for the with the environment. In essence, it assumes that the last 30 years). design temperatures and humidities will remain constant; WUFI then uses furthermore, the design temperatures and humidities are actual climatic data `�;: j,',, normally chosen for the annual extremes for a particular for the selected city. location. These assumptions are "conservative": if no Interior conditions. dew point problems are predicted, the designer is as- can be adjusted for: sured that condensation will not be an issue. variable moisture However, these assumptions often led to false posi- loads and tempera- Figure 1. The WUFI database tive errors: chat is, the Glaser Method predicted dew tures. includes climate information point problems when, in fact, there were none. The er- Once all of the from over 50 eities in North rors resulted because building assemblies never reached appropriate informa- America. steady-state conditions with the environment. These tion is inputted into false positive results occurred mainly with building ma- WUFI, the simulation is run. The primary WUFI output terials which had relatively high inertia to the transfer of is a "real time" picture of the thermal and moisture pro- heat and/or moisture. files as conditions change through the year (or other For example, dew point calculations frequently pre- simulation period). dicted condensation problems with closed-cell spray *Karagoizis,Kuenzel,tlolm and Desjarlais,"An Educalional Hy- grothennal Moclel WUFI-ORNUIE3P,"undated article. WHEN JUST INSULATION ISN'T ENOUGH� . 1�T �'�1 T� T 1 V `� r'� j R-30 SPF Cath Ceiling Temperature[°F� Figure 2: Typical WUFI simulation.Top(yellow) ��o ��a graph represents the temperature pro�le, bottom (green/blue)graph is the moisture/humidity pro- �o �o ..,� file.The dark curves(red and dark green) are the current profiles,the shaded regions(yellow and 30 � light green) represent the range of earlier pro- ► -�o files.This simulation was an R-30 SPF cathedral Water Content[IWfN] Rel.Humidtty(°6] 10 ceiling, north facing, in Edmonton, Alberta. This 5� �oa simulation was run from October 1 to March 2 of the"coldest"typical year. ► ao ~�'' -- -- eo � warm side). The right-hand chart shows the profiles of 3o sp the same R-30 cathedrai ceiling using only SPF insula- tion. The simulation was for a north facing assembly in 20 ao � Edmonton,Alberta. WUFI simulations produce a wealth of data which �� 20 may be formatted and studied in a variety of ways. De- signers can use this powerful tool to reliably determine �o � z 3 a 5 s � how a particular building assembly will perform under ��e&�9 P� Wr Layn 40 mm E'Q��%� ��SW�) om�e�.e transient moisture and thermal drives; this is a capability Cross section[in) lacking with former design methods. NCFI utilizes WUFI to assist designers and advise our customers on satisfactory designs, while avoiding In Figure 2 above, a conventional dew point calcula- potential problems. tion (Glaser Method) would indicate a false positive con- densation problem, suggesting the need for a vapor re- — ------------— ------------ R-30 SPF+FC3 Beq Celh C�Wrg R-30 SPF Ceth Csllinp � Temperalun("Fj 7smpsreturo("F] �IE `+,°� � � , „° � ;,°` ' �--,—�-'-,�,o Figure 3: "What-If„ �° �o .. �o ,o � Scenario. Note high ► ,o � �,. 3e humidity levels in the 30 'left-hand chart and �� '� -'° �'° the blue s ike indicat- _Wat�r ConloM pb/R'] RN.Humttlqy(%] Wa1�r Cont�M pb/ll� RN.Humldlty[%] p 50 - --� So ,00 ing a high water con- ,� , _ _ _-_ _ � ,o tent. The conclusion ��. , _ ._ >. _ ► � I I . ao ; , , � ► is that condensation 'U , 1 �° �° 80 is a potential problem �° ' - a � �o - _ ,o � in the SPF�lass fiber ,o batt assembly p ,o '° whereas the all-SPF ° < � assembly is "safe." ��O�p ��w^Ba�/a BOmIrwllB�n�tr.lye0,015NYmq pryiumBOSM Ie�or OrM�PNroaG ilbr�daas brla OrW�PAwooJ Nr�/R��0 mm Cross sectlon n Cross s�ctlon In � � th G] , p p a.2.zooa �ea �I ■ O � tarder or an alternate construction. The WUFI simulation indicates there is no condensation problem and a vapor Additional information may be obtained from the retarder is unnecessary. Oak Ridge National Laboratory web site at: The WUFI model is adept at comparing "what-if' �w•ornl.gov/sci/btc/apps/moisture/ scenarios. For example, the Figure 3 shows two simula- tions,side by side. The left-hand chart shows profiles for or the Fraunhofer Institute for Building Physics web an R-30 cathedral ceiling which is composed of two site at: inches of SPF and a 3 1/2-inch glass fiber batt (on the �'W�'•hoki.ibp.fhg.delwufi/wufi_frame_e.html NCFI Div. of Barnhardt Mfg. Co. P.O. Box 1528 Mount Airy, NC 27030 800-346-8229 www.NCFl.com 110403 � I v . � zn Z �� Q v�i �z �m a oo`" �,� iii w v �c=i � Z � =Y v �Q ZQ �Zp Q Nr= \ 00� � O� i WO �O O �q m �WN = � c� z Z 4: �� m� � N �U ~� � _� J� � N� � W� ��m a� UW Wa Q U Wv t�c, a4. �1� � m� m U �mM �7 F- mWJ v�� a O ZC7 Zf" d3Z �}p �}N }�N W� U.V �� N �J � U� �7 ~Y >O > ��= j= WZ �Ja �p� �v�i x �� O�r Xw ��,i w� � _� Zc9 ao- �� , �z c.� mz c�v� �o xm x... ,y°}-3 � �a x3ad o� � � �� , a =� 11 � Q= � � o ��- z , o �a x � °71 N 4. � a 1 � � �a W � � � `� � �hww �Y 1 V m �1 �� \ ¢w � � a°�m� d � 1` ' � ��F � 1 � ��w� a�Z� O 1�` mw �.:��i�a a v � p� z 1 i-- W � *----------------- � o ' p� � r-___- ---, W � � a ' ---- LLi --�----- - - -�------- a 1 ► _ � N 3 , - - - - - - - ' � W O� � a t � m � �° w � C? � � �\ iYa W W � c�i i o � ; ��i o N �° \ \ J O�c � � Q O \ � W� � 3c'�jo � � �� m � o�� ;� , oc� �`u o Wv�i� 1 � � �� x x �cot:i_ d O N rf� W U�1/� , x W N CY � � Z W Q � W Z V 1iJ . � 2 W � � O� O� �> 1-- � m Z ZZ �`�O � l'AW WW}'�� t � Z � F o� ¢m .� �►- � Om �OZO.Ci a t�n 'v � _� �c� �\o a� � �O �p at�� vvi3� -� v�i v a o � 'n� �= v�� 6� �w a� J� oz� F-nWia�° "' ��d � �N 1W—� �C�� JN •,�F OTi m^ J� 3 W��j7xW a6 t0 c.i t ow ag x�m �g �,� t o x �g. rn�,,, a x xo X �i �K 31i NQ� �It dU' h0 N� �'WOD Z��# N �Q� � �T-. '��` � ��. �/ "��; \ �� APP ION WI NOT BE ACCEPTED INCOMPLETE OR UNSIGNE " n " Building Permit# �� (� � Z �'��4��.��i��±��i��) � ..,yp5,,; {g, 4 At �'��'�� REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: � Gw,�;y��-n� �o �� K '� ��o W�7� a �r 3 A ENTION: OE JR,CHARLIE,GREG,CHRIS Contra or Signat�r.�.�� --t._-_ COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ �� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Cour1 Assessors Office af 970-328-8640 or visit www.ea (e-count .com e �:: ��:.{�4`� ,� �ln � og�;�,la'� Job Name: U�-;, '�W,/ Job Address: � �I ��., Legal Description Lot: Block: Filing: Subdivision: Owners Name:'V� so Address: Phone: Architect/Designer: I �a�� Address: Phone: �� Engineer:�� Address: Phone: REASON FOR REVISIONS: �`Y l�•vs �i�vT,�� Work Class: New Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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 ( ) *****FOR OFFICE USE ONLY***� '��*� „:�F,!Li'i„�F„Y��Y�.k.. �.�� . .. " �'. .� .�� M� �k...r`�� :\ � ��4 � i errr��t� 'f 0 PI�n C1� �� 3 �x= Perm�t Fee 1� � R�a�Ck�ee��8�� ,� � ° , Acce�.�#�cl- y'�� J �.� , r � �:Quts�'ourced_7e��as " � � :��> � �� :� � .,� 3 , � . „�� . ��, �..:. �, ; . � F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007 � � built�n�. ��A�� Building Departmeat Services October 30, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Interior stair plans Bldg D PERMIT NUMBER: 606-0021 REVISION NUMBER: 19 INTERNAL REF#: 5878 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: Interior Stair Plans Job#06-54 3 plan sheets Plan review fee: $60.00 No additional square footage- No added valuation Sincerely, Matt ew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.rover(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Faac:(970)328-1791✓Z:�Plan Review\Vai1�F'ront Door�B06-0021\tov-b06- 0021.Rev19_FAL.doc . �� l�� -��c � �.�'��u,�s ,��.=� � �-- ,p� �� --,"� t5 � 3 �� -�� 6t� z�� .`� � „ �� Z� �� `��Za � �Z-�Z.s �.� ,� ��. 2"�0�, � � �2� ,, �� 1�% ,. � 3 �..�o ,. /`-� C� � �y C> ,. � ��-� ., I � ., �� c� �. � (�c� �-��a � �� -�--� 3�� .. � �-�5-� �� i-�`�� [�Uti ��d,-�--c= �,��.� ,��,'�.d— �� -��- . ._-- ,. � � S' �g � � � �� -�- -� � � � ,. c b �� ,,,;��,� �i�-� . ��— � � C��J . � � <<�� . .. �� ,� . � Payment History- B06-0021 09:51 01/10/2008 � _ - - - _ --- - -- _ _ ___ -- - Deferre Entered Time Type Method Amount Posted Notation Receipt No Trans Id Set Reference Check No CC r d Reference � 02/16/2006 10:58 AM Payment Check $21,399.11 02/16/2006 52915/HYDER R06000013 T00000990 n/a 0 52915 CONSTRUCTION 1 7 __- - - _ ---- _. _ _ -- 7/14/2006 02:51 PM Payment Check $55,045.96 07/14/2006 #53901/HYDER R06000099 T00001079 S00000007 0 53901 CONSTRUCTION 4 5 3 — ---- 11/16/2006 12:11 PM Payment Check $12 05 11/16/2006 #2350/Doug Thompson R06000198 T00001182 n/a 0 2350 � �iv°�-V'� ,--- 9 4 _ - - --- --- -- 07/03/2007 0420 PM ; Payment Check $60.00 07/03/2007 Hyder 56078 �, � R07000115 T00001315 n/a 0 56078 � _ _ 3 6 __--- _� 07/03/2007 0425 PM I Payment Check $3,000.00 07/03/2007 Hyder 56078 ,� R07000115 T00001315 n/a 0 56078 - 4 7 08/16/2007 11:57 AM � Payment Check $2,076.75 08/16/2007 #56469/Hyder Construction, R07000155 T00001355 n/a 0 56469 ' rev. 7,8,9,10 4 8 _ _ _ __ ! 10/11 52 P Payment Check $60.00 10/11/2007 Hyder Construction/ck 56939 R07000219 T00001423 n/a 0 56939 � 0 5 _ -- -- - - - _ _ 10/22I2007 09:16 AM � Payment Check $420.00 10/22/2007 Hyder 56964 R07000228 T00001433 n/a T00001434 56964 ------ -- 9 7 0 - -- 10/22/2007 0925 AM Pa ment Void --- _ .. --- y ($420.00) 10/22/2007 Hyder 56964-paid wrong R07000228 T00001434 n/a 0 56964 amount 9 0 - - _ - - -- - -- -- ---- - --- --- ---- 10/22/2007 0926 AM Payment Check $240.00 10/22/2007 Hyder 56964 R07000229 T00001434 n/a 0 56964 2 1 -__ __ - ----- -- -_ _ - --- -- - -- -- ---- _ _ ____ 10/29/2007 02:41 PM Payment Check $75.00 10l29/2007 #820/DAN CURTIN, PO BOX R07000235 T00001440 n/a 0 820 9181,AVON,CO 81620 4 3 -- - _ _ - -- - -- - - --- - - - - ---- __ _-- --- _ _ _- --- � 11/07/2007 09:32 AM Payment Check $420.00 11/07/2007 #2507/DOUG THOMPSON R07000245 T00001450 n/a 0 2507 FOR HYDER 7 8 _-- __ _ _ i __ __ __ _ _ _ CONSTRUCTION Total Rows: 12 Page 1 . ' Additional fees- B06-0021 09:46 01/10/2008 Entered Amount Fee Item Description Use Id Notation Date 10/06/2006 ($23,052.86) 10 BUILDING PERMIT FEES LCAMPB OUTSOURCED TO CIA ELL 10/06/2006 $23,052.86 11 BLDG PERMIT FEES-GFP012 LCAMPB OUTSOURCE FEE TO CIA ELL 70% 10/06/2006 $17,124.98 81 PLAN CK-project GFP012 LCAMPB OUTSOURCE FEE FOR CIA ELL 80% 10/06/2006 ($17,124.98) 80 PLAN CHECK FEES LCAMPB OUTSOURCE FEE TO CIA ELL 12/13/2006 ($766.50) 10 BUILDING PERMIT FEES JSUTHE R 12/13/2006 $766.50 11 BLDG PERMIT FEES-GFP012 JSUTHE R 12/13/2006 ($569.40) 80 PLAN CHECK FEES JSUTHE R 12/13/2006 $569.40 81 PLAN CK-project GFP012 JSUTHE R 06/22/2007 $3,090.00 81 PLAN CK-project GFP012 LCAMPB Rev. 3/IR:2599-CIA PLAN ELL REVIEW 06/22/2007 $60.00 81 PLAN CK-project GFP012 LCAMPB Rev.5/IR:4189-CIA PLAN ELL REVIEW 07/02/2007 $60.00 81 PLAN CK-project GFP012 LCAMPB Rev.6/IR:4499-Approved ASI- ELL D024/Fireproofing and com letion of se aration 07/11/ 007 $60.00 81 PLAN CK-project GFP012 LCAMPB Rev.8/IR:4683-Approved ASI D- �15, � �� ` ELL 029, 1 HR PLAN REVIEW �V'� 07/11/2007 $60.00 81 PLAN CK-project GFP012 LCAMPB Rev.7/IR:4682-Approved ASI D- . . _., ----�----- ELL 030, 1 HR PLAN REVIEW � 08/27/2007 $120.00 81 PLAN CK-project GFP012 CDAVIS REV#11 ASI D-025 Addtional � plan check fee 2hrs from Safe ____�-- \ l ZZ � � �`� � " Built 1l 09/21/ 007 $60.00 81 PLANCK-projectGFP012 LCAMPB Rev.13/IR5439-approved. No /7/�� i��l �/ � S ° �j� ELL added valuation.Added plan l 'f� 1 review fee of$60.00 due 10/12/2007 $180.00 81 PLAN CK-project GFP012 JSUTHE COOLING TOWER �� R CLARIFICATION; 16 PAGES ?j�`� OF ARCHITECTS 10/12/2007 $120.00 81 PLAN CI<-project GFP012 LCAMPB Rev.16lIR5631-Approved ASI �P� C� '�Z ✓ �(s��r (k� ELL D-044. No added valuation. 11/02/2007 $120.00 81 PLAN CK-project GFP012 JSUTHE ASI D-035 FOOD SERVICE R REVISIONS PLAN REVIEW FEE QR,� \ � �l� 11/07/2007 $240.00 11 BLDG PERMIT FEES-GFP012 CDAVIS Rev 21 per Safebuilt review �� i( � letter dated 11/6/07 temp exit � lan 11/07/2007 $60.00 11 BLDG PERMIT FEES-GFP012 CDAVIS Rev 22 per SafeBuilt review letterdated 11/6/07 Tem Stairs � 11/15/2007 $60.00 81 PLAN CK-project GFP012 LCAMPB Rev.19/IR5878-Approved ELL interior stair bld D a�G ' �-�- 11/27 007 $300.00 81 PLAN CK-project GFP012 JSUTHE Rev.15/IR56 �Approve I R D-045-BUILDIN REVISION 11/28/200 300.00 81 PLAN CK-project GFP012 LCAMPB see B06-002 or this fee. ELL 12/20/2007 $120.00 81 PLAN CK-project GFP012 JSUTHE REV. 1, REF 2322 - -- R O L�— c�_ Total Rows:24 Page 1 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : APPROVED Location.....: VAILS FRONT DOOR-BUILDING'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 11/07/2007 Legal Description: —;��`\� � _�;C, �` Expires . .: 11/14/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 8,788,000.00 VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144 . 14 24, 936 $3 , 594, 275. 04 STORAGE/LOW HAZ (S2) ZONE 3 VA 71 . 79 8, 170 $586, 524 .30 REST, BARS, BANQ (A2 ZONE 3 VA 152 . 97 2, 531 $387, 167 . 07 Totals . . . 31, 576 $8, 788, 000 . 00* �ireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 **►*******v*��*�*��****s**+**ss******r**v*t*�***�*********»***r**t** FEE S UMMARY **s****s**xr********************x*�*+*+*****s***r**s**+***** Building------> $3 4,0 3 4.9 5 Restuarant Plan Review--> $7 5.0 0 Total Calculated Fees---> $7 8,3 3 8.8 7 Plan Check---> $2 2,1 z z.�2 Recreation Fee--------------> $2 2,10 3.2 o Additional Fees-----------> $4,290.00 Investigation-> $0.0 0 TOTAL FEES-------------> $7 8,3 3 8.8 7 Total Permit Fee----------> $82,6 2 B.8 7 W il l Cal 1-----> $3.0 0 Payments------------------> $8 2,3 8 8.8 7 BALANCE DUE---------> $2 4 0.o 0 rt�*ta***t****r*r****at***t*r***r***s***t*rr*x*r***s�*t*********x*t**r*tr*t***.*t*r+***s*x*******.*r*�**�*.*.r:*►**r.��*sas*rsrs*+***.+**+**+**a� Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full building permit approved pending apprc other departments . 10/25/2006 cdavis Action: AP REVISIONS APPROVED BY CIA DATE STAMPED 5/4, 02/22/2007 MROYER Action: DN Comment letter tor Revision 3 sent to appl: date. Comments for ASI-009 and ASI-011. Response and revised plans required. 05/23/2007 MROYER Action: PA Rev. 4, IR 4182 : reviewed tire alarm shop c stamps and signatures only. No additional tee due. Plan returned to town 05/23/20i 05/29/2007 MROYER Action: PA Rev. 3/ IR:2599 : Building D Redesign- Apprc ASI-D018- No additional square tootage, Increased valuation 300, 000 . 00 . Additiona. � due prior to issuance. 05/29/2007 MROYER Action: PA Rev. 5/ IR:4189- To simplity duct routing < penetration was added to the Northwest shatt. No additional valuation or square tc added. Additional $60 plan review fee due. 06/29/2007 MROYER Action: PA Rev. 6/ IR:4499- Approved ASI-D024/ Firepr� completion ot separation. Additional $60 plan review tee. No square tootage aaaea 07/09/2007 EP Action: PA Rev. 7/IR:4682-Approved ASI D-030 . No aaait: valuation. Additional $60 plan review fee due 07/09/2007 EP Action: PA Rev. 8/IR:4683-Approved ASI D-029 . No aaait: valuation. Additional plan review fee of $60 . 07/10/2007 ep Action: PA Rev. 10/IR:4699-Reviewed tor design protess: stamps.No additional valuation. No plan review fee 07/10/2007 ep Action: PA Rev. 9/IR:4696-Reviewed tor design protessic stamps . No additional valuation. No plan review fee. 08/13/2007 ep Action: AP Rev. 11/IR: 5081-Approved ASI D-025 . No addil valuation. Additional plan review fee of $120 . 00 . 09/17/2007 ependley Action: AP Rev. l3/IR5439-approved. No aaaea valuation review fee of $60 . 00 due 09/18/2007 ependley Action: AP Rev. l4/IR5444-reviewed tor engineer and de; stamps only. No added valuation 10/03/2007 ependley Action: AP Rev. l2/IR5438-Approved Cooling Tower Clari: added valuation. Added plan review fee of $180 . 00 due 10/09/2007 ependley Action: AP Rev. l7/IR5634 . ASI D-035 tood service revi; approved. No added valuation. Added plan review fee of $120 . 00 due 10/09/2007 ependley Action: AP Rev. 16/IR5631-Approved ASI D-044 . No aaaea Added plan review fee of $120 . 00 due. 10/30/2007 ependley Action: AP Rev. l9/IR5878-Approved interior stair bldg valuation. Added plan review fee of $60 . 00 due. 11/06/2007 ependley Action: AP Rev.22/IR5992-Approved with conditions . St� comply with sec 1009 2003 IBC and chapter 33 protection ot pedestrians during con; No added valuation. Added plan review fee of $60 . 00 due. 11/06/2007 MROYER Action: PA Rev. 21/IR5969 : Approved temporay exit pla� Additional plan review fee $240 11/20/2007 ependley Action: AP Rev. l5/IR5628 : Approved ASI D-045 . No addec Added plan review fee of $300 . 00 due. Also see B06-0020 rev9 (ASI C-028 Item: 05400 PLANNING DEPARTMENT 07/03/2006 George Action: PA This partial approval is tor the relocatio� electrical transtormers presently existing in the areas surrounding the skier' s p. 07/14/2006 George Action: AP 02/09/2007 George Action: PA This is a partial approval tor revisions m< plans in response to required building code corrections 04/12/2007 George Action: PA Revision 3 This is a partial approval to a. addition of a window well on the lowest level of the unit. 07/02/2007 George Action: PA This is a partial approval tor an increase height ot the screen wall around the mechanical equipment tor the skier services 1 09/13/2007 George Action: PA This is a partial approval tor a clariticai cooling tower design for vail ' s Front Door 10/04/2007 George Action: PA This is a partial approval tor the recontic the stairs near teh One Vail Place garage entry. 11/02/2007 GRUTHER Action: AP Rev. 17/IR5634 . ASI D-035 tood service revi: 11/02/2007 GRUTHER Action: AP Rev. 19/IR5878-Approved interior stair bldg Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure tire alarm and tire spr: permits as retlected in tire sprinkler riser relocation and tire alarm panel relo� plans. Fire alarm panel relocation will require recertitication ot entire system prior tc 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . 11/O1/2007 mcgee Action: NA ASI D-044 11/O1/2007 mcgee Action: DN ASI D-025 ASI D-025 Pages with copies ot a stamp do not apply to the Fire Dept issues. Shee1 indicating changes to the tire alarm device placement are not stamped and are not Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Roofing Moditications-No Comments on plans 11/8/06 12/18/2006 tk Action: AP Approved revision D009 dated 11/10/06 rece: 12/12/06 . Regrading and storm sewer revisions approved. 08/09/2007 tk Action: AP ASI D-025 - No PW issues 09/17/2007 tk Action: NA Cooling Tower Claritication recieved 9/5/0' 10/08/2007 tk Action: AP Stair Reconfiguration ASI-D-044 Item: 05550 ENGINEERING CIVILS ��*.**.*...**..�..**.*■*.....*...*.+.******.*,*..:,:..�*.*�*s*�.*��*�*�.:*:.*.******.*.**.�**.**�*:***.**:*.*:*�*�*�*,.:..:.+�*..:..�*�++.,.,.*.* 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 ordiriances 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 o licable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HO RS IN ADVARI6 BY TELEPHONE AT 479- OR AT OUR OFFICE FROM 8:00 AM-4 PM. �-�J f l \ PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0021 as of 11-29-2007 Status: APPROVED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: ll/07/2007 303-825-1313 To Expire: 11/14/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING 'D'- SKIER SERVICES BUILDING Conditions: � A � ��InC. CflLC�RAL3� Buflding Department Servic�es November 20, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: ASI C-028/ASI D-045(Building Constr. Type revision) PERMIT NUMBER: 606-0020/BO6-0021 REVISION NUMBER: 9/ 15 INTERNAL REF#: 5625/5628 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: G 006--Code Analysis and Summary Plan review fee: $300.00 No additional square footage- No added valuation Sincerely, �� Matthew Royer Building Official SAFEbuilt Colorado matt.ro�r(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓Z:�Plan Review\Vai1�F'ront Door�B06-0021\tov-b06- 0021.rev15_FAL.doc ��a��'' Hyder Construction November 28, 2007 Revisions ready for pick up. Doug Thompson has been contacted. These are the fees due: Fee Item# Lodqe South B06-0017 Revision 30, CCD-15-A.01 $ 60.00 (81) Increased valuation of$1,500 - permit fee $ 3.65 (10) plan check fee $ 2.37 (80) Vail's Front Door B06-0020 Revision 9, ASI C-028 $300.00 (81) B06-0021 Revision 15, ASI D-045 (included in B06-0020) B06-0022 Revision 14, ASI E-060, foundation revisions on Bldg 6 buyer changes $ 60.00 (81) B06-0026 Revision 2, ASI E-052, Unit 5 Buyer Changes $120.00 (81) B06-0027 Revision 3, ASI E-050, Unit 8 Buyer Changes $120.00 (81) TOTAL FEES DUE 666.02 �.� `��,�� f��1,�. /� L-� �_ L NOT ED CO LETE OR UNSIGNE � Buildin Permit#: `o, �� `"`� �� 1 � � 9�0��4�J��'��a�(�SP� +�?�� ;t _ �� REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set af approved plans. No further inspections. will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION �eneral Contractor: Town of Vail Reg. No.: Contact and Phone#'s: ��rt�, lo�-�- ��i� � �76 �7� a��3 A TENTION: JOE JR,CHARLIE,GREG,CHRIS Contra or Signature: COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labnr 8� Materials REVISED AMOUNT: $ .0"�1 ELECTRICAL: $ OTHER: $ � PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com �'�`�� a� � � a s �a( o��7 Job Name: V� ��r Job Address: �� L�.,r �.� Legal Description Lot: Block: Filing: Subdivision: Owners Name: ��- Address: Phone: ArchitecUDesigner: ��0 Address: Phone: Engineer:M�� Address: Phone: /'� REASON FOR REVISIONS: �- �. Co,�.s�v�� 1 ��-�l�s,r-�� Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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 ( } '""�*******�FOR OFFICE USE ONLY ��*''`* Date;Received� #; Permit�ee 70 P1an,Ck Fee 8� Accept�d.BY,. .., Wt . `; , , .. . ' "�" Pecmit fee�1'!).... w � P,lan Ck'Fee(8'�� , . Op#s"ourGed`Terrr��. � �r F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.cioc Page 1 � 4/18/2007 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : APPROVED Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 11/07/2007 Legal Description: Expires . .: O1/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 8,788,000.00 VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144 . 14 24, 936 $3, 594, 275. 04 STORAGE/LOW HAZ (S2) ZONE 3 VA 71. 79 8, 170 $586, 524 . 30 REST, BARS, BANQ (A2 ZONE 3 VA 152 . 97 2, 531 $387, 167 . 07 Totals . . . 31, 576 $8, 788, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ***�**r**�*�*s******�*+s*tr****s+*�**+***�*****v�t*t»*►***�********* FEE S UMMARY *+**++****+�****v*r****+*+**r**�r��*�*��*�*�*****��**** Building------> $34,034.95 Restuarant Plan Review--> $75.00 Total Calculated Fees---> $78,33 B.87 Plan Check---> $2 2,12 2.7 2 Recreation Fee--------------> $2 2,l 0 3.2 0 Additional Fees-----------> $4,2 3 0.0 0 lnvestigation-> $0.0 0 TOTAL FEES-------------> $�e,3 3 8.8� Total Permit Fee----------> $8 2,5 6 8.8� W ill Call-----> $3.o o Pa ments-------------------> Y $82,388.87 BALANCE DUE---------> $180.00 :*+a+++**�*.�s+*s»+*»�:+�****►*e*�++�a:r��*«*�****�:****+a*s******r***a*++*��*+*►****sa*+*********a**a�a+*********axr**s**********►*****�*r**x***�+* Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full builciing permit approveci pending apprc other departments. 10/25/2006 cdavis Action: AP REVISIONS APPROVED BY CIA DATE STAMPED 5/4, 02/22/2007 MROYER Action: DN Comment letter tor Revision 3 sent to appl: date. Comments for ASI-009 and ASI-011 . Response and revised plans required. 05/23/2007 MROYER Action: PA Rev. 4, IR 4182 : reviewed tire alarm shop c stamps and signatures only. No additional tee due . Plan returned to town 05/23/20i 05/29/2007 MROYER Action: PA Rev. 3/ IR:2599 : Building D Redesign- Apprc ASI-D018- No additional square tootage, Increased valuation 300, 000 . 00 . Additiona. due prior to issuance. 05/29/2007 MROYER Action: PA Rev. 5/ IR:4189- To simplity duct routing < penetration was aaaea to the Northwest shatt . No additional valuation or square tc added. Additional $60 plan review fee due. 06/29/2007 MROYER Action: PA Rev. 6/ IR:4499- Approved ASI-D024/ Fireprc completion ot separation. Additional $60 plan review tee. No square tootage added 07/09/2007 EP Action: PA Rev. 7/IR:4682-Approved ASI D-030 . No aaait: valuation. Additional $60 plan review fee due 07/09/2007 EP Action: PA Rev. 8/IR:4683-Approved ASI D-029 . No aaait: valuation. Additional plan review fee of $60 . 07/10/2007 ep Action: PA Rev. 10/IR:4699-Reviewed tor design protess: stamps .No additional valuation. No plan review fee 07/10/2007 ep Action: PA Rev. 9/IR:4696-Reviewed tor design protessic stamps . No additional valuation. No plan review fee. 08/13/2007 ep Action: AP Rev. 11/IR: 5081-Approved ASI D-025 . No aaai� valuation. Additional plan review fee of $120 . 00 . 09/17/2007 ependley Action: AP Rev. l3/IR5439-approved. No added valuation. review fee of $60 . 00 due 09/18/2007 ependley Action: AP Rev. l4/IR5444-reviewed tor engineer and de; stamps only. No added valuation 10/03/2007 ependley Action: AP Rev. l2/IR5438-Approved Cooling Tower Clari: added valuation. Added plan review fee of $180 . 00 due 10/09/2007 ependley Action: AP Rev. l7/IR5634 . ASI D-035 tood service revi; approved. No added valuation. Added plan review fee of $120 . 00 due 10/09/2007 egendley Action: AP Rev. l6/IR5631-Approved ASI D-044 . No added Added plan review fee of $120 . 00 due. 10/30/2007 ependley Action: AP Rev. 19/IR5878-Approved interior stair bldg valuation. Added plan review fee of $60 . 00 due . 11/06/2007 ependley Action: AP Rev.22/IR5992-Approved with conditions. St� comply with sec 1009 2003 IBC and chapter 33 protection ot pedestrians during con: No added valuation. Added plan review fee of $60 . 00 due. 11/06/2007 MROYER Action: PA Rev. 21/IR5969 : Approved temporay exit pla� Additional plan review fee $240 Item: 05400 PLANNING DEPARTMENT 07/03/2006 George Action: PA This partial approval is tor the relocatio� electrical transtormers presently existing in the areas surrounding the skier' s p. 07/14/2006 George Action: AP 02/09/2007 George Action: PA This is a partial approval tor revisions m� plans in response to required building code corrections 04/12/2007 George Action: PA Revision 3 This is a partial approval to a. addition of a window well on the lowest level of the unit . 07/02/2007 George Action: PA This is a partial approval tor an increase height ot the screen wall around the mechanical equipment tor the skier services 1 09/13/2007 George Action: PA This is a partial approval tor a claritica� cooling tower design for vail ' s Front Door 10/04/2007 George Action: PA This is a partial approval tor the recontic the stairs near teh One Vail Place garage entry. 11/02/2007 GRUTHER Action: AP Rev. l7/IR5634 . ASI D-035 tood service revi; 11/02/2007 GRUTHER Action: AP Rev. l9/IR5878-Approved interior stair bldg Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure tire alarm and tire spr: permits as retlected in tire sprinkler riser relocation and tire alarm panel reloc plans . Fire alarm panel relocation will require recertitication ot entire system prior t� 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . 11/O1/2007 mcgee Action: NA ASI D-044 11/Ol/2007 mcgee Action: DN ASI D-025 ASI D-025 Pages with copies ot a stamp do not apply to the Fire Dept issues. Shee1 indicating changes to the tire alarm device placement are not stamped and are not Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Rooting Moditications-No Comments on plans 11/8/06 12/18/2006 tk Action: AP Approved revision D009 dated 11/10/06 rece: 12/12/06 . Regrading and storm sewer revisions approved. 08/09/2007 tk Action: AP ASI D-025 - No PW issues 09/17/2007 tk Action: NA Cooling Tower Claritication recieved 9/5/0' 10/08/2007 tk Action: AP Stair Reconfiguration ASI-D-044 Item: 05550 ENGINEERING CIVILS *..�*«.*.*�++.*:*«+*..s*:*s*.�...****...*.**.*:.�s*s*•*.*.«*.��:*..**.+.�►*****��+..*.,+.*�+**«*+.�*..�.***+.*.«...*�*«***.*.*.******.*.*.*..*.* 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 ADVA BY TELEPHON�E�R`F4 9-2149 R AT OUR OFFICE FROM 8:00 AM-4 PM. _ �� SIGNATURE OF OWNE CONTRA O OR HIMS �D OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0021 as of 11-07-2007 Status: APPROVED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 11/07/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING 'D'- SKIER SERVICES BUILDING Conditions: *********+*****+++**************************+***********++*******+*****+******************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R070002457 Amount: $420. 00 11/07/200709:32 AM Payment Method: Check Init: LC Notation: #2507/DOUG THOMPSON FOR HYDER CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B06-0021 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $82, 568 .87 This Payment: $420. 00 Total ALL Pmts: $82, 388 .87 Balance: $180.00 *****************************************+************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 420.00 ----------------------------------------------------------------------------- � � �.. ,. � �,Q,t� 4 S l� S � t� ZI 2� � ��, � �"�' � � �.�: , ,�� f� � �-:.� APPL T OT BE C PLETE OR UNSIGNE / ' Buildin Permrt#: �lp '4�a� � g � � . � 970-479_2149,(Inspectio�s) ��f� � REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: C,o.v��rc�c�t-��-�' j -- �-'�k/ `�' �1� � :�o a� A ENTION: 4E JR,CHARLIE,GREG,CHRIS Contractor Signature: � COMPL E REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ .�-- ELECTRICAL: $ —� OTHER: $ PLUMBING: $ MECHANICAL: $ —� REVISED TOTAL: $ For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea !e-count .com �?arcel,;# _ _ o�� Q � �o2� � �� Job Name: y /'� � �._�- j�a� Job Address: I�1 v�� L✓1�� V 1 iu�- r I✓ I �! Legal Description Lot: Block: Filing: Subdivision: Owners Name: V� S�,l-- Address: Phone: Architect/Designer: ��n Address: Phone: Engineer. �,.0� � ew,vC, Address �hone: REASON FOR REVISIONS: � � �,n v,�� ,�r� Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Sing�e-family( ) Two-family( ) Mutti-family( ) Commercial( ) 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 NolT 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 ( ) FOR OFFICE USE ONLY ��,Other Fees:'�� '� Occupancy�roup � ' Acce ted B : °�� . � ; Type of Construction...�� Da�e,Received, ,r,'; x _, , �� F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 � � .� � ��ICIC. C�t}L.�R,AC3t� Building Depar[ment Services October 9, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: ASI D-035/Food Service Revisions PERMIT NUMBER: B06-0021 REVISION NUMBER: 17 INTERNAL REF#: 5634 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: ASI D-035 9 sheets/ 16 plan sheets Plan review fee: $120.00 No additional square footage- No added valuation Sincerely, Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.ro.�(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓F�:(970)328-1791✓Z:�Plan Review\Vai1�F'ront Doar�B06-0021\tov-b06- 0021.Rev17 FAL.doc � q.z�o ARCHITECT'S SUPPLEMENTAL VAiL'S FRONT DOOR INSTRUCTION No. D- 035 To: Doug Thompson/ Hyder Construction, inc. pRO��c�No: 20b93.08 543 Santa Fe Drive �ssuEO: 08.15.07 Denver, CO 80204 FROM: �ason Ringdahl 303-825-13i3 303-242-3388 The Work shall be carried out in accordance with the following S�pplemental Instructions issued in accordance with the Contract Documents without change in Contract Sutn or Contract Time. Proceeding�vith the Work in accordance with these Insttuctions indicates your acknowledgement that there will Ue no change in the Contraet Sum oc-Contract Time. Architect's Supplemental Instruction Title: Building D—Coffee Stand Re-design Reason for Change: At VRDC's��equest refer to tlze attaclunents. Description of L�structions: Provide the food sen�ice equipmeitt and associated MEP requirements as indicated on the attachments. The follo��ing items are to be provided by W West along tivith the equipment: 1. The ir3nsaction countertnp is to be Silestone Stellar Fire#2009, %"slab with 1 '�z" edge. 2. A vzrtical wood panel beIow the Eransaction countertop,�v/an 8"recessed toe kick,all stained WD102. Above the toe kick tliere are to be four 1"high horizontal bands tl�at are equally spaced. 3. The condiment counters are to Ue similai•ko[he panel belo��die transaction coun[ertop. StaiF�ed to match WD102. 4. The ex[erior traa�saction is to he a�}�lb heavy timber shelf that is approximately 4"belo�u the stainle,s steel sen,ice counfer. Thus a vertical stairiless steel return surface is necessary at this tra�isition where the pass-t ��'" Q�... �� Attacl�ments and Enclosw-es: ,,��„ ,,�,`�.Z`'+r. �y a,�\� Architectural: NiA. C [�/�� Literiors: N�A. C. P��P'i1V�L�'.'�t� s Plumbing: P101,P103,P202,and P301,dated 7/26/07 Jl`�. �"i��i�l��J � Electrical: E002,E003,E203,and E301,dated 7/2b/U7. t^r�*r,*,�� Food Service:FSO,FS1,FSIa,1=52,FS2a,FS3,FS3a,FS4,and FS4a,dated 8/16/07. / �°`°�°�°� ' C r ;3,'...� . 'f�'�. :r°`...j!. f •�°`. � i \�� + a,�;:��„�,•!: �� fi i,8�., � Copy To: AST File �`� �� : Randy Hart;'4240 i Neha Khera I 4240 mit co Tativn of Vail: ❑ YES �NU Rick Caudel/VRDC S.Jarvie Worcester;VRDC Marcia��V./4240 1D Aiex V. �Marc.us V./Al3S Cory S,r��,/ West 42�40 ARCHITECTt7RE INC 1621 Eighceench Streec Suite 200 —' Denve�,Cotorado 80202 The information con[ained in this message is privileged and confidential in�ended only(or lhe use of Ihe individuai(s)or entity(ies}named c 303.242.3386 (303.292.31 13 above. If lhe reader of this message is not the intended recipient,you are hereby notified that any disseminauon,distnbution.or copying of www.4290architecture.COm this wmmunication is striclly prohfbited. If you have received this communication in error,please notify 42l40 Architeclure,inc.immediaiely. PLUMBING NOTES °°•• roroous�mow�nsro ��p�r�. ° 9.PW1@ a W�'N�BNpC�w� tAFS.IPAPs ��°'V.�V.�i�me��PNlBUAB¢oV�C�pZIVN.V�.P�Q�OO. eO�M�n1W�OnU��.n¢RPGO�O16NUm liD �Imei'Smn x x 'b1'Nµ.N�m� ox px:�c�oa w�,iun";P��°N� •�wu��."'-i�m`�.w°o".m�`a ow.u�vr}°"" �uox�ie�bw°�Bn o m.�.�.a""'�.°."�me,"�.�,o.�om�w�� e�TD00.UMl B�BOT�C�¢'i�e��muex �fm:l��040WXW .NW VAIE CIa�P-0�PPwOV1'�'YONB. ��p �;pryy� fox/ ��1m1MVY R.�OVS PinOR eurc IIIif N�u weUU PArtl1A'88 .m Pno unon""ars°ie""i�oo��oR." �ua oea coomvo coma�mrr�a wm.� sr.�v�vw�. a.n �.�. u.vraroae�awrco�rom�en�selm ovq�m�Kr�uu.�� n��c�.i.o,oar�vwu,o mUW.PO.'18A8�.1�Rv6�MAxp�roFTi(e �+x�ISesO�.Rw�e�nU�.l� .. e1�y�YV.�o u��C�ea vrrsxom"ve�e oe��o"�acm°N�'ncvm"ov e.�om�a+rr�wi� cB.y ro��r,� ' RPC.IMVPeOTF¢NWIpry�� R%11&�N6C68B.�PY'�Y BB PRO�SD � wv��BeM'om � w 4uv1&oBY'mE611YDp0 P��RILBMl.THB �.nanme.x,�mnea�vew�rrewuanon,� 1 or�anauQroRUm¢mn�v�rn�m'e�R ELECT , 'P�i.1Hpu eYro MUmot�i.LL�nlC��O��'�s.� ' �RMCUloR10Y.��ermm.�fwcu. RICAL NOTES �... "°o�e°c„`�on�"�"�c.�°O�°.mnn`re"`v" . rosoumarrrnmrnonemc '�. w�`o�.�ROR°oo"�,'��o��°�"�oa .��. m,�so�r�rxorrao�me,�r.wear. '. owd@r�s.`;��'.o'�;"s�sar w..c�„�� .. .VN%PnBwG'BDaQU�eu!m'. . eQU��rtBmD8wNO0uB/�VLYmw'M1lP9.�6MtaVU¢U covea. oamHa�oeVlcmi.evWl�u�BY (.ALLWWUWIDBNB9 MUw�we�is � '��'o�wmn�°R P°�e non m�c.rro N�.row�ron �,u,o.ow . oen oon�vomivw��io vvm.xe. x�vm��.,��a (•�oV�EMtlo��O WUMSPB. oa NOTE:(SEE FIRE PROTECTION SYSTEM NOTES&DETAII.S.) SYMBOLS& CONNECTION TYPES NOTE:(SEE F[RE PROTECTION SYSTEM NOTES.) � s I,� �, si��q.�,.��.�� ,�y�� SYMBOLS&ABHREVIATf S CONNECTION TYPES �� ? h�"" e�„ '�� bi��arwcrmwstu.owm�wuw��r _ i�, �r�uae . ;'. ,., 'ro nnoao�msr �� ,�cow>A„ofl,��,�wa..�,ma.�.�m�.romR.�c�. — --- ..-_ .... ..aowww�r.PO� ,ei o�,.�.o��a�os�,wsoermmmcu.comsu,�ron. • xw ��,xorwn� —.__--.��.'--�fco�.w�,�swA.rro.n��_—�-------- €�'inaia, .oa ..�i mxxecrw.rexawe :ne� e� i s�o�na�rweme�anwrtxwumuenr . cw i,m�nw��sa � �xrown�cowrecnox ewerwsoexeucrn�r.u.cormu o �,n�acr wi,ns '�. _'__'_"____-"'_____—— .vl�+u-rwna�sro "__ q Wu�ftxrwm'.�usovicoumsan¢misUexwxua�cnixen. ow i m+a.rnontotmrt f,vrt MB D IPI.00aDaM� 1 MU�.TWnsticONN[cT �0.owxR itl vw��coxxecnoner.•..-�e��..wMfACIOASOPYiR'�UJIMCIfON D Iwxxm.rtaoau �slQtncsoumtmu�vuxm e¢xaQ��e¢m'eomwcm — �� Boxo�nsrwcouxt� � io,rtwxemuw.u�axnn s�omcco�emxxscrnmm ar�ncx,vncu.w�rrnncioc ,. ,um ineovermisxmnooa ,inn�ovrorw�w.wzouaxmromroro�-eozqmni i.n�xvo�.o ws _-�"aio MASONRY CONTRACTOR NOTES _ �^�` - A.,��o��.�� , '��a� ��a,�,o�s�o �� o��a i a�ro,��;°��.a�� ,, ��.��e�„e.�,�.��o.,� a�,��„�.��.�a — ----- — —----- � REFRIGERATION CONTRACTOR NOTES �°�ro°��F on�oii�w�+s norso. er�mou eov o�msis ox wiws iws p�DIGi6D�i�BPUV�IC I�aM.�a�rl rvw mrou svae�¢o nma �¢vc�a�no n� cuxelrocem8x �ro g6�s[AUao Mv J.RWV�m6nRro�VmN'�HEERSb��TC�CHePACs csudo aeace ro w.na mm+o. ae"rwn�D�ero�ove'�'ia`u.wiu�umnaerwos�roci m coewxemop. .. trtml¢M4rnu.'arte.vv.c. n�wuu en cawrrw�cxewxcwxa�M GENERAL CONTRACTOR NOTES ��,�a�p�,��. ,.ro,��o��.�� ,o��. ' e��.��.s. ', `��"��'�"��'�m ' ��oa II , � �a�nor ,��w� ��., °�°a;�;�,.�,��o� o��. � �� ' ,��o. ,�a.,�. �a„�.r�o�� ' BUILDING CONDITION8/VENTILATION NOTES �'� mclrt Wue�+r�oITB �ivM1/M1/��aamex�usoer ., �. mm+u�°u m`m"�"��.o,sn. �o�w�•om��.a�e i a��.�. �cLa��eU�@e�LfovwP/.WwN�Pp�. CmsAe fLLQVO�I.a.c wAWpPV6�M'1]nM II WI�POOOO 98VLPMeBN+BPYPPM6D g��B,�RWm��ami69LVK1M1ONNAfiBBY W�M�IaG�GCODm�.WD�&b�PAPT�r vaeYOOT� I mxrxncfoa�sel�V�.��eo�mv BecoNSntuClmPORY�]m1uY8ouND NcW��weT�WCm,�vsirtRRr.�. . onw�rv.um�ex�u: or,mi,a:sr�e..`QS.�°�"c.�.conn•rvV1°.em, `o�u'�wm`�wo.rr�oux�''m°�`mc�em`�i ro�Kr `�%�ua�om�m mre. .w.n.��.u.i.a��+"'a"�O11N1LOi c w.m acu.�:�m.oaarcwJ+rwoce. �m � e.ua,uurnroxc camoie.wcr muwrz. w.xowo w xaone,e�ems . vsve . ��ism.raa�on o°"�vm� moarv.�u.oeom+oo.�+oioae.�m.aea oa errw. . . v.nrm�e mo�m°�'�v"�'m"im i.�•-^ m w m�v.e�roe.�.xce � ""°'��uu�.wnre i �o�a��u�o�.�°n6P`� ,00.�.a�w��roro�. aa wewn,o or Y�R�CUVtnlm166xOMn OX DYA¢'MO N BB SYMBOLS&AHHREVGITIONS SYMBOIS&ABBREVIATIONS m.,_� wuuaruucrmnxacnox ��Q- eeaa.�.weeo�.wuuernucr.io�u RE��`b�Q BY i�G l � �� t#=.�l�� SAFEbuiit Colorado I POTB: �I ANY DMENSION9,ARCHI7ECTURAL I OR 9fAUC1VRAL CONF[,ICf OF THE86 DAANR106 W�l'H ACTUAL '.JOB 6ITE CAND1770N6 6HOULD BB �HROUGHTTO]HLATCEM'[ONOF W.WE9T.(303)2829398 ��,,7M1�DIATSLY. II Y�O�� Food 8ervice Design/Plavvivg Bill Johnson Designer/Projec�Mana�er 5 i I5 Fair(an S�_-llni�"C" comme«e c�n,co.sao2z Phone�. 303_289 93i8 Fae: 303.?89.9505 O XOTe � O � F�--i � � � /��i lyl � r1 � s `m L ro x. c �� N w `o > � o �_ :J �O � � > � � h...��. u� , , ,,��z�� p�,-1.,-�„.�� Q�.i�.o�.i v Qx-li�.��].I� �.i��rv.iiii.. Notes&S�mbols FSO ��,.�„�,,,,,� ��„�,.,�W��„�,,, j� C5 C 13 �� C� C12 � \ ° � �/ C28 O ` C27 \ C C2 �,'---- \ C26 C10 0 C16 C6 \ C� - C11 �'� , c i C6 � ` C9 � � Q C1 , � C20 _� a , � C 1 ° � � � C8 C23 21 �\ C 19 C25 � � \ C22 \ \ �� \ �4 \ � \ � � \ � � \ —� � � C14 � C4 \ � � \ \ � � �> C15 �� C18 '— �� — C3 �� / C29 � C2 C17 C5 � \ � � °\�It1,�ll��i�' � Foad 8ervice Desigv/Plennlvg B-II Jahnson De�g '/Froject M11anager Si15 Fairfa�St.-Uni�"C" Cammeice Cit�.C0.800?3 Fhone�. 303.28y 93i8 Fac�. 303.289 5505 �E�� i, ^O H O � � ,=1 � � a � � T �: o N� K � o> _ - �� u �'_ = �� n Y n 0 � � :�, �i� _ � ,��,�� — � O �<,�,: ,. � ��'�D BY o .,�� _ o� ,,»�� 0 _o 0 0 . i o ,,,,� C1 �j�l� 11 i� `��!!� � � .��„ �, Equ pment Pla SAFEbuilt Colorado EQUIPMENT PLAN - COFFEE BAR 1 FS SCALE: 1/4" = 1'-0" ,,,, , ,,,, ��, -��,,.��.��,,.,�,�,,,. ITE NO C1 C2 C3 C3A C4 C5 C6 C7 C8 C9 C1� C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 EQUIPMENT SCHEDULE :�TY EQUIPMENT CATEGORY 3 TRASH RECEPTACLE 2 CONDIMENT COUNTER 1 BAKERY DISPLAY CASE 1 COUNTER TOP BAKERY DISPLAY CASE 1 SERVICE COUNTER 2 WIRE SHELVING UNIT 2 P.O.S. TERMINAL 1 WORK COUNTER 1 JUICER 1 JUICE DISPENSER 1 ICE CREAM FREEZER 1 DIPPER WELL 1 SERVICE COUNTER 2 SMOOTHIE BLENDER 1 4-COMPARTMENT SINK 1 WALL SHELF 1 DROP-IN ICE BIN 1 U/C REFRIGERATOR 1 REACH-IN FREEZER 1 WORK COUNTER 1 ESPRESSO MACHINE LOT COFFEE FLAVOR PUMPS 1 COFFEE BREWER 1 HOT CHOCOLATE DISPENSER 1 COFFEE BREWER 1 DROP-IN HAND SINK 1 ICE BIN 1 ICE MACHINE 1 U/C REFRIGERATOR 1 REACH-IN REFRIGERATOR EQUIPMENT REMARKS BY OWNER BY OWNER w/ S/S BACK PANEL BY VENDOR 45 LBS. ICE CAPICITY /CASTERS BY OWNER BY VENDOR BY VENDOR BY VENDOR BY VENDOR SITE ON TOP OF ITEM:C26 w/CASTERS w/CASTERS ��/U o ill•l l_�[! Food Service Deaigv/Plavvivg Biil Johnsaii Designer/Project Maiiuger ^ s;,�Fa;�r�s�_��-� �omme��e�m.��.8�� Phane�. 303289.9378 Fa.��. 30J.?R9.9505 o�� O O Q T�1 ?�'1 �t . �MT� 11 � c� � � R. J �c U o 5 ti E z o 0 y; U �� m s > � � A A�_ � �_ �)�� (� a �ii�• Equi ment � �� Sche ule SAFEb�:ilt Colora a ��.,,,,��„ .�,:�„��,,,..�,,,�., \ 4 ��;�/� \ s, j vn . , � � \ \ \ I � \ 4 � �\ Zct 2, \ � \\ �� \ � /1\ � PLUMBING ROUGH-IN PLAN - COFFEE BAR SCALE: 1/4" = 1'-0" 1 t 4 � Jo.� G1 -We�� Food 6ervice Desigv/Plaunivg Bill Jnhnson Designer/Project Managei Si 15 Fair(x.�Sr.-��.�iii"C" Commerce Ci��.CO.800'12 Pha n e�. 303.2 A9.93'/S Faa�. 303.2fi9.9505 OENERALNO'IB CA O = � � = m � �.,,�. ,,,,._,_�� ,��„ �.,-�,�,�� p�- �-�,,.�� N.f-l�].I.V bing Rough-in -FS2 �,,,,,,,,�„.��,,,��,.,,�-��,��,�„ PLUMBING SCHEDULE No. Item Size BTU AFF RIP onn. Remarks LOC. Type PC9 CW 1/2" 46" WALL 2 JUICE DISPENSER - VFY. REQUIREMENTS w/VENDOR PC10 CW 1/2" 24" WALL 2 DIPPER WELL - VFY. IF REQUIRED PC14 CW/H 1/2" EA. 14" WALL 1 4-COMPARTMENT SINK FAUCET �� DW 1 1/2 12" WALL 3 4-COMPARTMENT SINK DRAINS TO DIRECT WASTE - VFY. w LOCAL CODE �� FSHG 12"x12" - FLOOR 4 AREA FLOOR SINK PC16 FSHG 12"x12" - FLOOR 4 WATER FILLER ICE CHEST DRAINS TO FLOOR SINK PC20 CW 1/2" 24" WALL 2 INSP�S� � �NE- NCTINT LUMB H U F L E C ED PC22 CW 1/2" 48" WALL 2 ESPRESSO MACHINE - VFY. REQUIREMENTS w/VENDOR PC23 CW 1/2" 48" WALL 2 HOT CHOCOLATE DISPENSER- VFY. REQUIREMENTS w/VENDOR PC24 CW 1/2" 48" WALL 2 COFFEE BREWER -VFY. REQUIREMENTS w/VENDOR PC25 CW/HW 1/2" EA. 20" WALL 1 HAND SINK FAUCET " DW 1 1/2" 18" WALL 3 HAND SINK DRAINS TO DIRECT WASTE PC26 CW 1/2" 60" WALL 2 ICE MACHINE WATER FILTER - PC INTERPLUMB FROM FILTER TO ICE MACHINE �� FSHG 12"x12" - FLOOR 4 ICE MACHINE DRAINS TO FLOOR SINK �� ~x� � �� i..i r i�..�x .,...� �.:'� --�.�---�e.._-._..z�,,....�,.��.�.�. ,.:.�rr:.."i' .l �+ �' �f�:,-, � £p� , Ef v.�' SAFEbuilt Colorado 'Wo nMl�`� Food 8ervice Deaigu/Plavning Bill Johnson �esig��er/Project Manager 5 i 15 Fairfaa 5�.-Li ni�'.C"' Cam.nerce Cit�,CU 800'?2 Phoiie: 303.?89.93'& Faa: 303.289.9�05 66IiBRA1 hOTB � O O Q � � O � � � .� � a � �c U o m: � E Z o 0 �°� U �� > � � � ��:,�,.� �� _,_,,. ,,��,�,� ��,.��,,,,��, Q�.2. n.iv Q�-i i-n�.i v Qx -o�.i v � 0 Plumbing Rough-in Schedule FS2a ��,,,,,,.. ,�,.�,,.,,.��,� � .. ..��,11��1� \� °�oV�t'I�u Fooa s«o��e n<.�`o/r�.00my Bill Johnsoi� Designe�/Project Manager Si IS Feirfar 5�.-Uiiit"C" Commeiee Cin,CO.80032 Phone�. 303.289.93']8 Fa�c�. 303.?89.9505 oaxew�.Nore �'i-:il�� I/�,.=I'-fi .i/I I/tl�l�'1 Rough-in ELECTRICAL ROUGH-IN PLAN - COFFEE BAR FS3 SCALE: 1/4" = 1'-0° ��.:.,,��,..��:,,,�,,.,�.,��„�,.,� No. Item Volts EC3 JB 120 EC3a DR 120 EC6 DR 120 �� ATA EC6A DR 120 EC8 DR EC9 DR EC10 DR EC13 DR EC17 DR EC18 DR EC20 SPO EC22 DR EC23 DR EC25 SPO EC27 JB EC28 DR EC29 DR 120 120 120 120 120 120 120/20 120 120 120 20 120 120 120 � Amp KW 1 16.04 1 0.6 1 15.0 CKT. CKT E�� : 1 . �� . 1 �� ELECTRICAL SCHEDULE HP I AFF 0.25 0_5 0.5 0.67 0.75 0.2 0.33 30" 30" 30" 48" 48" 24" 48" 18" 48" 18" 82" 30" 48" 48" 48" 78" 18" 82" RIP CONN IAC. TYPE �LOO 1 WALL 8 WALL 8 WALL 8 WALL 8 WALL 8 WALL 1,6 WALL 6 WALL 6 WALL 6 WALL 6 WALL 6 WALL 8 WALL 6 WALL 6 WALL 8 WALL 7 WALL 6 WALL 6 REMARKS DUAL TEMP. BAKERY DISPLAY CASE (2) RIP'S COUNTERTOP BAKERY DISPLAY CASE P.O.S. UNIT -VFY. REQUIREMENTS w/OWNER DATA PORT-VFY. REQUIREMENTS w/OWNER P.O.S. UNIT -VFY. REQUIREMENTS w/OWNER DATA PORT-VFY. REOUIREMENTS w/OWNER JUICE DISPENSER -VFY. REQL ICE CREAM FREEZER CHEST BLENDER (2) RIP'S U/C REFRIGERATOR REACH-IN FREEZER ESPRESSO MACHINE -VFY. RE HOT COCOA DISPENSER - VFY. COFFEE GRINDER - VFY. REQi; COFFEE BREWER -VFY. REQU ICE MAKER U/C REFRIGERATOR REACH-IN REFRIGERATOR w/VENDOR w/OWNER 1TS w/VENDOR w�vr,ivli�r w/VENDOR _.--------��r_-c.:,��.___,..�,...�.:, ��'t.;� (j �i �"�;�3 t. y P SAFEbuilt Colorado YWo�� Food Service Desigu/PlavvioB Bill Johiiso�i Designer/Project Manager 5'/15 Faii'far St.-Unit"C" Commerce Cin.CO.800?? Phone� 303.289.9378 F�: 303.289.9505 � O O Q � � O /�� W � � .� � � � � �� o m- � E z o o_ o �o � mp i > 0 � � ,.:��. ,,,.._,_,,. �,��z�,�,� �<,��.,�,,,, p�,.z.,.��.�� p�_��_��,.�� pH_�„_�,,.�,- � � tili��i N�ii�i��. Electrical Rough-in Schedule .��,., FS3a ,.�.,,,�,��, ��.,,,�,.��.�.,,,� � ` O�� `�� .. ... ....\ . .: ...... �\ \ � ��` y � � ti � Ptiti��P � �� W. � O • . � �� Q. / � �� LOW WALL BY G.C. / � \ �i COORDINATE —� � w/ARCHITECTS DWGS. S� ��.-� i�; c' o�Q � � , � � r�.✓; � � ��ti� � � / � �C� \ � �1 LOW WALL BY G.C.� �}.]P�'�� \ 'y�� ' , COORDINATE � J -�, w/ARCHITECTS DWGS. / , �, O O � 't� �� , ' , Y�e�� Food Service Deaign/Plavnive+ Bill Johnson Designei'/Froject Manager 5 i I S Fair(a.�Sc.-li ni�"C" Commerce Cih.CO.800?2 Phane�. 303-289.93�A Faa�. 303.269.950� OEXERALxOIE � O O � � � � �1 � � � � � � � �; �„�,. �� - , \ � ,��,,�,�,� p�,z.,_„�� „ ��„�� V 4':i�� L/�' �x.li�.ii .I V . � �� \�� ;�� BUILDING CONDITIONS PLAN - COFFEE BAR SCALE: 1/4" = 1'-0" Y C L �. O ro� ti ✓+ ao 0 \� o c U N"= = L� � � � .vli i��N�iii�� (�'�''�?' �> > ,;�:..,. ,;, � � �,.��,¢ B ilding Conditions ° � - P an .i SAFEbuilt Colorado FS4 ��,,,,, ��,,,��,�,�u�,.,�.,, WALL BACKING SCHEDULE NO. TypE HGT.ABOVE FINISHED FLOOR �MARKS (TOP OF BACHING) ❑1 PL OOD 44"DOWN TO 32" HAND SINK 0 PL 5 OOD 72"DOWN TO 48" WALL SHELF 3❑ 5 8 72"DOWN TO 48" ICE MACHINE WATER FILTER s.r?'-- W' i <. File. a �...U�tr �.i0 l.l� ('r�' i 1 F,i l i E �y1 s. r �__t SAFEbuilt CoforadQ 'V�'tr/e�`I� Footl Service Deaigv/Plavniutr E3ill Johnson Designer/P�oject Manager 5715 Fair(ar S[--U nit"C" Commerce Cin,CO.8002? Phone_303289.93i8 FaY�. 303.289-9505 � O O Q �--� � O r�, W � r—i .� � A 0 A � � � ti� m. oZ o� x_ m� m c� 0 � � � ,i��,�i w��,�. Wallbacking Schedule ' FS4a ��,.,,,„�„ ,�,��,,,,�,��,�,� .. j� 1l/111V UI Ytllta�s November 5, 2007 Revisions ready for pick up. Doug Thompson has been contacted. These are the fees due: Lodqe Tower B06-0017 Revision 29, CCD014 $150.12 Screen walls - 0 - Vail's Front Door B06-0019 Revision 10, Approved stair shop drawings - 0 — B06-0020 Revision 11, ASI C-021 Bar and Kitchen Redesign $120.00 �a6=0021 Revision 17, ASI D-035 (Food Service) $120.00 B06-0029 Revision 3, ASI E-058 $120.00 TOTAL FEES DUE 510.12 . � u APP TION WI L NOT BE CCEP I TE OR UNSIGNE� ilding Permrt#: 6 '��0�� :,'��`��'+4�x(�n��on�) �� EVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: �,�t�'' �oq -� �. �'7a �l�l� a e t3 AT ENTION: JOE,JR,CHARLIE,GREG,CHRIS Contractor Signature: �_ �� L_ COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ ,J�- ELECTRICAL: $ OTHER: $ � PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea /e Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com �'��+�`� 'ot�ol � �a�-1o� Job Name: Uj�, '�yy�� Job Address: � v/�„�� (��_ Legal Description Lot: Block: Filing: Subdivision: Owners Name: �� S� Address: P o�: � �, ��; �, �'°', '�' � � I Architect/Designer: �a� � Address: one: ; Engineer: Address: one: _ � 1 /YlGivl'b�G �iNG�+�Adl � � REASON FOR REVISIONS: � '' � � ll� �I�✓ TGU o.� (�V • �° �-°�---�-�hl (J� {Jf��. � Work Class: New( Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-fami�y( ) Two-family( ) Multi-family( ) Commercial( ) 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 ( ) FOR OFFICE USE ONLY*�"` {YL�T�.Y"_l'��iC�i,��I4Y.�.� �..i,!,...a..rr �iaS:v�'"�7 XF f �� S TV��iy..��i,V +IV,: ��,``aa :C� ��1M� Sf�1.�� M, ��'�#$f" 'C`d" �� 'A�cept�d�By , �, �� ,�� .' "�� .�� #�ee(11) a k � ��P�ar�fk�eer(8'! � „ 3 d Perrn4 �.� �t; „.a > , �� , � _ � .__ � _. ,_w, . _ . �.�... � . F.. . , .- � . ._.__ . . _..n ;��tso�rced:'�erms f � F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007 . � � � ��l�l�#inc. �+�3LC?R�[�O Bufldfng Department 5trvices November 6, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Temporary Exiting Plan- One Vail Place lower level PERMIT NUMBER: 606-0021 REVISION NUMBER: 21 INTERNAL REF#: 5969 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction with conditions; Conditions noted on plans. Plans: 2 full size plan sheets Plan review fee: $240.00 No additional square footage- No added valuation Sincerely, Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.royer(�a,SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓V:�PIan Review\Vail�Front Door�B06-0021\tov-b06- 0021.Rev21_FAL.doc �v, 2 2 �C� c� �� '��c,�� , � , APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE Building Permit#: '00�) �t'` ,�,, ts�.�� ` ��,��,��?��:!��) _ . � �, � �� REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 „�,,,,,�„,�,,,,�.._�. ***All Revision submittals must include the Field Set of approved pl i t � will be reformed until the revisions are a rov * ^ .. � i +nr.f5�� CONTRACTOR INFORMATION �-�' General Contractor: Town of Vail Reg. No.: Contact and P #'s: C,o�ir�c��"� l o°1 - �- <'_+9� ��1'� ti`.�/��t.�3 A TENTION: OE JR,CHARLIE,GREG,CHRIS Contractor Signature: �� COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ � PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Confact Ea le Coun Assessors Office af 970-328-8640 or visit www.ea le-count .com ��;: �. � I 8 l b �o�l o �j'� Job Name: V j�,,( �' �v�- Job Address: � �1 �,� /„�^,.� Legal Description Lot: Block: Filing: Subdivision: Owners Name:V�� i- Address: Phone: Architect/Designer: �a `C� Address: Phone: Engineer: r� D`��1� Address Phone: REASON FOR REVISIONS: �P�� s�� av Work Class: New ) Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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 ( ) � FOR OFFICE USE ONLY '��`�*�'` .�....V+al��'15�� imia� d s �ds�f".�a �:; ��,�rr��ifi�;Lpr. �Q.;,.r ��R�� G�.��+G�Y��"�,�P �, t .)�,� RAc��p�e�`�� c :<� rf .<-'� �.<i r Rerm�t�ee i1�1� , �� x P�an�#c�eerv-{87�'� �� f �,'' a � „ � � , � .. .r "�ut�o�rcec��`��rms^ � x , $ �A ` ° , °� F F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007 � �� F � �l�l��inc. cc��.c��a�c� Buitding Department Seiv�ires November 6, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Temp stairs SSK-D120 PERMIT NUMBER: B06-0021 REVISION NUMBER: 22 INTERNAL REF#: 5992 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction with conditions; • Stairs must comply with 2003 IBC sec 1009 • Stairs must comply with 2003 IBC chapter 33 protection of pedestrians Plans: 8-1/2 x 11 sheet of temp stair framing plan Plan review fee: $60.00 No additional square footage- No added valuation Sincerely, �2� Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.rover(�a,SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fa�c:(970)328-1791✓Z:�Plan Review\Vail�Front Door�B06-0021\tov-b06- 0021.Rev22_FAL.doc . . . �. ._... _._ ... .... ._.. . .. �� F. ��. . . . . ,. ..__ ...... ._ ... � �f ,,� t`��"�.-� ��.f::i�"� �,� t�r�'��c,�3 ��`� , , � t�J �� °`�' ��f�• ,,;� _: 1.1°a': .rfi, ,,- `''(`��".1 ��`�Ir`�r-.�`� �!.`,r E`� � � ti, r � r �F .-<< ,F � . . .� ;. � ' �r r : . ... ,�. f"�,t�� N T(�t�...� ._. . _ u ,�'�.. „^- ___.. ..�F. �vf�v'. , �r'tr: __. . . . . �. .. . ,. �. 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Development Company SCALE: �- SA'��`k��?°�i.'° Colorado �R.4wN BY: �1�J aoo�,coio�ao ��- �a�.r .�.�� . 22 �=�� SAFEGUARDS DURING CONSTRUCTION ,� ai TABLE 3306.1 k PROTECTION OF PEDESTRIANS � HEIGHT OF � CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REpUIRED ` Less than 5 feet Construction railin s � 8 feet or less � 5 feet or more None Less than 5 feet Barrier and covered walkwa ; 5 feet or more,but not more than one-fourth the hei ht of construction Barrier and covered walkwa ' More than 8 feet 5 feet or more,but between one-fourth and one-half the hei ht of construction Barrier 5 feet or more,but exceeding one-half the height of construction None For SI: 1 foot=304.8 mm. i 3306.2 Walkways.A walkway shall be provided for pedestrian midheight where the stud spacing exceeds 2 feet (610 ' travel in front of every construction and demolition site unless mm)o.c. �'' the authority having jurisdiction authorizes the sidewalk to be 6. Wood structural use panels 5/8 inch(15.9 mm)or thicker �a fenced or closed.Walkways shall be of sufficient width to ac- shall not span over 8 feet(2438 mm). commodate the pedestrian traffic,but in no case shall they be less than 4 feet(1219 mm)in width. Walkways shall be pro- 3306.7 Covered walkways. Covered walkways shall have a vided with a durable walking surface. Walkways shall be ac- minimum clear height of 8 feet(2438 mm)as measured from cessible in accordance with Chapter 11 and shall be designed to the floor surface to the canopy overhead. Adequate lighting support all imposed loads and in no case shall the design live shall be provided at all times. Covered walkways shall be de- load be less than 150 pounds per square foot(ps fl(7.2 kN/mz). signed to support all imposed loads.In no case shall the design live load be less than 150 psf(7.2 kN/m2)for the entire struc- 3306.3 Directional barricades.Pedestrian traffic shall be pro- ture. tected by a directional barricade where the walkway extends into the street. The directional barricade shall be of sufficient Exception: Roofs and supporting structures of covered size and construction to direct vehicular traff'ic away from the �'�'alkways for new, light-frame construction not exceeding pedestrian path. two stories in height are permitted to be designed for a live load of 75 psf(3.6kN/m) or the loads imposed on them, 3306.4 Construction railings. Construction railings shall be whichever is greater. In lieu of such designs, the roof and at least 42 inches(1067 mm)in height and shall be sufficient to supporting structure of a covered walkway are permitted to direct pedestrians around construction areas. be constructed as follows 3306.5 Barriers.Barriers shall be a minimum of 8 feet(2438 1. Footings shall be continuous 2-inch by 6-inch(51 mm mm)in height and shall be placed on the side of the walkway by 152 mm)members. nearest the construction.Barriers shall extend the entire length 2. Posts not less than 4 inches by 6 inches(102 mm by of the construction site.Openings in such barriers shall be pro- 152 mm) shall be provided on both sides of the roof ; tected by doors which are normally kept closed. and spaced not more than 12 feet(3658 mm)o.c. 3306.6 Barrier design. Barriers shall be designed to resist 3. Stringers not less than 4 inches by 12 inches(102 mm � loads required in Chapter 16 unless constructed as follows: by 305 mm) shall be placed on edge upon the posts. 1. Barriers shall be provided with 2-inch by 4-inch(51 mm 4. Joists resting on the stringers shall be at least 2 inches by 102 mm)top and bottom plates. by 8 inches(51 mm by 203 mm)and shall be spaced 2. The barrier material shall be a minimum of 3/;inch(19.1 not more than 2 feet(610 mm)o.c. ., � 5. The deck shall be lanks at least 2 inches (51 mm) 4 mm) boards or /4 inch (6.4 mm) wood structural use P ; panels. thick ar wood structural panels with an exterior expo- � 3. Wood structural use panels shall be bonded with an adhe- sure durability classification at least 23/3z inch (18.3 � sive identical to that for exterior wood structural use pan- mm)thick nailed to the joists. 'i els. 6. Each post shall be knee braced to joists and stringers � , 5 by 2-inch by 4-inch (51 mm by 102 mm) minimum 4. Wood structural use panels /4 inch(6.4 mm)or /16 inch ; (23.8 mm)in thickness shall have studs spaced not more members 4 feet(1219 mm)long. � than 2 feet(610 mm)on center(o.c.). 7. A 2-inch by 4-inch (51 mm by 102 mm) minimum 5. Wood structural use panels 3/8 inch(9.5 mm)or'/2 inch curb shall be set on edge along the outside edge of the (12.7 mm)in thickness shall have studs spaced not more deck. than 4 feet(1219 mm)o.c.,provided a 2-inch by 4-inch 3306.8 Repair,maintenance and removal.Pedestrian protec- (51 mm by 102 mm) stiffener is placed horizontally at tion required by this chapter shall be maintained in place and 564 2003 INTERNATIONAL BUILDING CODE� � MEANS OF EGRESS I SECTION 1009 5. In occupancies in Group R-3,as applicable in Section STAIRWAYS AND HANDRAILS 101.2,within dwelling units in occupancies in Group 1009.1 Stairway width.The width of stairways shall be deter- R-2, as applicable in Section 101.2,and in occupan- mined as specified in Section 1005.1,but such width shall not cies in Group U,which are accessory to an occupancy be less than 44 inches(1118 mm). See Section 1007.3 for ac- in Group R-3,as applicable in Section 101.2,the malc- cessible means of egress stairways. imum nser height shall be 7.75 inches(197 mm)and the minimum tread depth shall be 10 inches (254 Exceptions: mm),the minimum winder tread depth at the walk line 1. Stairways serving an occupant load of 50 or less shall shall be 10 inches (254 mm), and the minimum have a width of not less than 36 inches(914 mm). winder tread depth shall be 6 inches(152 mm).A nos- ing not less than 0.75 inch (19.1 mm) but not more 2. Spiral stairways as provided for in Section 1009.9. than 1.25 inches(32 mm) shall be provided on stair- 3. Aisle stairs complying with Section 1024. ways with solid risers where the tread depth is less 4. Where a stairway lift is installed on stairways serving than 11 inches(279 mm). occupancies in Group R-3,or within dwelling units in 6. See the International Existing Building Code for the occupancies in Group R-2,both as applicable in Sec- replacement of existing stairways. tion 101.2, a clear passage width not less than 20 1009.3.1 Dimensional uniformity. Stair treads and risers inches (508 mm) shall be provided. If the seat and shall be of uniform size and shape. The tolerance between platform can be folded when not in use,the distance the largest and smallest riser or between the largest and shall be measured from the folded position. smallest tread shall not exceed 0.375 inch(9.5 mm)in any 1009.2 Headroom. Stairways shall have a minimum head- flight of stairs. room clearance of 80 inches (2032 mm) measured vertically Exceptions: from a line connecting the edge of the nosings.Such headroom shall be continuous above the stairway to the point where the 1. Nonuniform riser dimensions of aisie stairs com- line intersects the landing below, one tread depth beyond the plying with Section 1024.11.2. bottom riser.The minimum clearance shall be maintained the 2. Consistently shaped winders,complying with Sec- full width of the stairway and landing. tion 1009.8, differing from rectangular treads in Exception: Spiral stairways complying with Section the same stairway flight. 1009.9 are permitted a 78-inch(1981 mm)headroom clear- Where the bottom or top riser adjoins a sloping public ance. way,walkway or driveway having an established grade and 1009.3 Stair treads and risers. Stair riser heights shall be 7 serving as a landing,the bottom or top riser is permitted to inches(178 mm)maximum and 4 inches(102 mm)minimum. be reduced along the slope to less than 4 inches(102 mm)in Stair tread depths shall be 11 inches(279 mm)minimum.The height with the variation in height of the bottom or top riser riser height shall be measured vertically between the leading not to exceed one unit vertical in 12 units horizontal(8-per- edges of adjacent treads. The greatest riser height within any cent slope)of stairway width.The nosings or leading edges flight of stairs shall not exceed the smallest by more than 0.375 of treads at such nonuniform height risers shall have a dis- inch(9.5 mm).The tread depth shall be measured horizontally tinctive marking stripe, different from any other nosing between the vertical planes of the foremost projection of adja- marking provided on the stair flight.The distinctive mark- cent treads and at right angle to the tread's leading edge. The ing stripe shall be visible in descent of the stair and shall greatest tread depth within any flight of stairs shall not exceed have a slip-resistant surface. Marking stripes shall have a the smallest by more than 0.375 inch(9.5 mm).Winder treads �'�'idth of at least 1 inch(25 mm)but not more than 2 inches shall have a minimum tread depth of ll inches(279 mm)mea- �51 mm). sured at a right angle to the tread's leading edge at a point 12 1009.3.2 Profile.The radius of curvature at the leading edge inches(305 mm)from the side where the treads are narrower of the tread shall be not greater than 0.5 inch (12.7 mm). and a minimum tread depth of 10 inches(254 mm).The great- Beveling of nosings shall not exceed 0.5 inch (12.7 mm). est winder tread depth at the 12-inch(305 mm)walk line within Risers shall be solid and vertical or sloped from the under- any flight of stairs shall not exceed the smallest by more than side of the leading edge of the tread above at an angle not 0.375 inch(9.5 mm). more than 30 degrees(0.52 rad)from the vertical.The lead- Exceptions: ing edge(nosings)of treads shall project not more than 1.25 inches(32 mm)beyond the tread below and all projections 1. Circular stairways in accordance with Section of the leading edges shall be of uniform size,including the 1009.7. leading edge of the floor at the top of a flight. 2. Winders in accordance with Section 1009.8. Exceptions• 3. Spiral stairways in accordance with Section 1009.9. 1. Solid risers are not required for stairways that are 4. Aisle stairs in assembiy seating areas where the stair not required to comply with Section 1007.3, pro- pitch or slope is set,for sightline reasons,by the slope vided that the opening between treads does not per of the adjacent seating area in accordance with Sec- mit the passage of a sphere with a diameter of 4 tion 1024.11.2. inches(102 mm). 204 2003 INTERNATIONAL BUILDING CODE� ";;::. , . •r��i MEANS OF EGRESS 4;, s.' ,��' } £� 2. Solid risers are not required for occupancies in 1009.9 Spiral stairways.Spiral stairways are permitted to be � Group I-3. used as a component in the means of egress only within dwell- � 1009.4 Stairway landings.There shall be a floor or landing at ing units or from a space not more than 250 square feet(23 m2) the top and bottom of each stairway.The width of landings shall in area and serving not more than five occupants,or from gal- not be less than the width of stairways they serve.Every landing leries, catwalks and gridirons in accordance with Section sha11 have a minimum dimension measured in the direction of 1014.6. travel equal to the width of the stairway.Such dimension need A spiral stairway shall have a 7.5-inch(191 mm)minimum not exceed 48 inches (1219 mm) where the stairway has a clear tread depth at a point 12 inches(305 mm)from the narrow straight run. edge.The risers shall be sufficient to provide a headroom of 78 ``- Exceptions: inches(1981 mm)minimum,but riser height shall not be more than 9.5 inches(241 mm).The minimum stairway width shall 1. Aisle stairs complying with Section 1024. be 26 inches(660 mm). � 2. Doors opening onto a landing shall not reduce the �; 1009.10 Alternating tread devices.Alternating tread devices landing to less than one-half the required width.When fully open, the door shall not project more than 7 �'e limited to an element of a means of egress in buildings of inches(178 mm)into a landing. Groups F,H and S from a mezzanine not more than 250 square `�' feet 23 m� 1009.5 Stairwa construction.All stairwa s shall be built of � )in area and which serves not more than five occu- Y Y pants;in buildings of Group I-3 from a guard tower, observa- $ - materials consistent with the types permitted for the type of tion station or control room not more than 250 square feet(23 _ construction of the building, except that wood handrails shall m2)in area and for access to unoccupied roofs. be permitted for all types of construction. 1009.10.1 Handrails of alternating tread devices.Hand- 1009.5.1 Stairway walking surface.The walking surface rails shall be provided on both sides of alternating tread de- of treads and landings of a stairway shall not be sloped vices and shall conform to Section 1009.11. ' steeper than one unit vertical in 48 units horizontal(2-per- ` �= �, ` cent slope) in any direction. Stairway treads and landings 1009.10.2 Treads of alternating tread devices. Alter- shall have a solid surface.Finish floor surfaces shall be se- nating tread devices shall have a minimum projected tread curely attached. of 5 inches(127 mm),a minimum tread depth of 8.5 inches f Exception:In Group F,H and S occupancies,other than �216 mm),a minimum tread width of 7 inches(178 mm)and y � a maximum riser height of 9.5 inches(241 mm).The initial , areas of parking structures accessible to the public,open- tread of the device shall begin at the same elevation as the ings in treads and landings shall not be prohibited pro- � , platform,landing or floor surface. vided a sphere with a diameter of 1 /8 inches (29 mm) cannot pass through the opening. Exception:Alternating tread devices used as an element ��`3 1009.5.2 Outdoor conditions.Outdoor stairways and out- of a means of egress in buildings from a mezzanine area door approaches to stairways shall be designed so that water not more than 250 square feet (23 m2) in area which will not accumulate on walking surfaces.In other than occu- serves not more than five occupants shall have a mini- ' pancies in Group R-3,and occupancies in Group U that are mum projected tread of 8.5 inches(216 mm)with a mini- �' mum tread depth of 10.5 inches(267 mm).The rise to the � �. accessory to an occupancy in Group R-3,treads,platforms �;� and landings that are part of exterior stairways in climates next alternating tread surface should not be more than 8 subject to snow or ice shall be protected to prevent the accu- inches(203 mm). '� mulation of same. 1009.11 Handrails. Stairways shall have handrails on each � 1009.6 Vertical rise.A flight of stairs shall not have a vertical side.Handrails shall be adequate in strength and attachment in rise greater than 12 feet (3658 mm) between floor levels or accordance with Section 1607.7. Handrails for ramps, where landings. required by Section 1010.8,shall comply with this section. Exception:Aisle stairs complying with Section 1024. Exceptions: "'` 1009.7 Circular stairways. Circular stairways shall have a 1. Aisle stairs complying with Section 1024 provided ' minimum tread depth and a maximum riser height in accor- with a center handrail need not have additional hand- dance with Section 10093 and the smaller radius shall not be rails. less than twice the width of the stairway. The minimum tread 2. Stairways within dwelling units,spiral stairways and depth measured 12 inches(305 mm)from the narrower end of aisle stairs serving seating only on one side are per- : the tread shall not be less than 11 inches(279 mm).The mini- mitted to have a handrail on one side only. mum tread depth at the narrow end shall not be less than 10 3. Decks,patios and walkways that have a single change inches(254 mm). in elevation where the landing depth on each side of Exception:For occupancies in Group R-3,and within indi- the change of elevation is greater than what is required vidual dwelling units in occupancies in Group R-2,both as for a landing do not require handrails. applicable in Section 101.2. 4. In Group R-3 occupancies,a change in elevation con- ¢'. ` 1009.8 Winders.Winders are not permitted in means of egress sisting of a single riser at an entrance or egress door stairways except within a dwelling unit. does not require handrails. 2003 INTERNATIONAL BUILDING CODEO 205 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUiLDING'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 10/22/2007 Legal Description: l� ;,�� _ �� 1 Expires . .: O1/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL • CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 8,788,000.00 VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144 . 14 24, 936 $3 , 594, 275 . 04 STORAGE/LOW HAZ (S2) ZONE 3 VA 71. 79 8, 170 $586, 524 .30 REST, BARS, BANQ (A2 ZONE 3 VA 152 . 97 2, 531 $387, 167 . 07 Totals . . . 31, 576 $8, 788, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 *+*+**************�*s*+r***+*�**�s***�*****�*******►*****+t******+** FEE SUMMARY *****��rs+*******+******+**►+*++***�*��s*�**r*►�************ Building------> $34,034.95 Restuarant Plan Review--> $0.oo Total Calculated Fees---> $78,263.8� Plan Check---> $22,122.72 Recreation Fee--------------> $22,103.2o Additional Fees-----------> $3,810.o0 Investigation-> $o.o o TOTAL FEES-------------> $�8,2 63.8� Total Permit Fee----------> $82,0 7 3.8� Will Call-----> $3.0 0 Payments-------------------> $6 1,6 9 3.8 7 BALANCE DUE---------> $180.0 0 r*��r�***x*#:***.*r��*►r�*�r*r****�*s�******r*****►***:*�*********�*�s*�**r**********►*****r*:*x***:rs******a*►*******�**sa*as***rr*********se#**� Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full building permit approved pending apprc other departments. 10/25/2006 cdavis Action: AP REVISIONS APPROVED BY CIA DATE STAMPED 5/4, 02/22/2007 MROYER Action: DN Comment letter tor Revision 3 sent to appl: date. Comments for ASI-009 and ASI-011 . Response and revised plans required. 05/23/2007 MROYER Action: PA Rev. 4, IR 4182 : reviewed tire alarm shop c stamps and signatures only. No additional tee due. Plan returned to town 05/23/20i 05/29/2007 MROYER Action: PA Rev. 3/ IR:2599 : Building D Redesign- Apprc ASI-D018- No additional square tootage, Increased valuation 300, 000 . 00 . Additiona. due prior to issuance. 05/29/2007 MROYER Action: PA Rev. 5/ IR:4189- To simplity duct routing < penetration was aaaea to the Northwest shatt. No additional valuation or square tc added. Additional $60 plan review fee due. 06/29/2007 MROYER Action: PA Rev. 6/ IR:4499- Approved ASI-D024/ Firepr� completion ot separation. Additional $60 plan review tee. No square tootage added 07/09/2007 EP Action: PA Rev. 7/IR:4682-Approved ASI D-030 . No addit: valuation. Additional $60 plan review fee due 07/09/2007 EP Action: PA Rev. 8/IR:4683-Approved ASI D-029 . No aaait: valuation. Additional plan review fee of $60 . 07/10/2007 ep Action: PA Rev. 10/IR:4699-Reviewed tor design protess: stamps .No additional valuation. No plan review fee 07/10/2007 ep Action: PA Rev. 9/IR:4696-Reviewed tor design protessic stamps. No additional valuation. No plan review fee. 08/13/2007 ep Action: AP Rev. 11/IR: 5081-Approved ASI D-025 . No aaai1 valuation. Additional plan review fee of $120 . 00 . 09/17/2007 ependley Action: AP Rev. 13/IR5439-approved. No added valuation review fee of $60 . 00 due 09/18/2007 ependley Action: AP Rev. 14/IR5444-reviewed tor engineer and de: stamps only. No added valuation 10/03/2007 ependley Action: AP Rev. 12/IR5438-Approved Cooling Tower Clari: added valuation. Added plan review fee of $180 . 00 due 10/09/2007 ependley Action: AP Rev. 17/IR5634 . ASI D-035 tood service revi; approved. No added valuation. Added plan review fee of $120 . 00 due 10/09/2007 ependley Action: AP Rev. 16/IR5631-Approved ASI D-044 . No aaaea Added plan review fee of $120 . 00 due. Item: 05400 PLANNING DEPARTMENT 07/03/2006 George Action: PA This partial approval is tor the relocatio� electrical transtormers presently existing in the areas surrounding the skier' s p. 07/14/2006 George Action: AP 02/09/2007 George Action: PA This is a partial approval tor revisions m< plans in response to required building code corrections 04/12/2007 George Action: PA Revision 3 This is a partial approval to a. addition of a window well on the lowest level of the unit . 07/02/2007 George Action: PA This is a partial approval tor an increase height ot the screen wall around the mechanical equipment tor the skier services 1 09/13/2007 George Action: PA This is a partial approval tor a claritica1 cooling tower design for vail ' s Front Door 10/04/2007 George Action: PA This is a partial approval tor the recontic the stairs near teh One Vail Place garage entry. Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure tire alarm and tire spr: permits as retlected in tire sprinkler riser relocation and tire alarm panel reloc plans . Fire alarm panel relocation will require recertitication ot entire system prior tc 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated ra 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Rooting Moditications-No Comments on plans 11/8/06 12/18/2006 tk Action: AP Approved revision D009 dated 11/10/06 rece: 12/12/06 . Regrading and storm sewer revisions approved. 08/09/2007 tk Action: AP ASI D-025 - No PW issues 09/17/2007 tk Action: NA Cooling Tower Claritication recieved 9/5/0' 10/08/2007 tk Action: AP Stair Reconfiguration ASI-D-044 Item: 05550 ENGINEERING CIVILS **�,�*.►*.�.*.�*��***.�...*.*.*.�+**....**.,.*....**+��***.*s*s***++...*�.*.*.**.*►*«��*.+�+*..*:.*+*«*.�...�+*.***��.**�*+.+..+�.*.*.*+.+..*. 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 AD�NCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. .�" / !��'�__ SIGN RE OF OWNER OR CO TRACTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0021 as of 10-22-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 10/22/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING'D'- SKIER SERVICES BUILDING Conditions: ******+*********+*************************************************************************** TOWN OF VAIL, COLORADO Statement *****************+*******************************************************************+****++ Statement Number: R070002292 Amount: $240. 00 10/22/200709:26 AM Payment Method: Check Init: DDG Notation: Hyder 56964 ----------------------------------------------------------------------------- Permit No: B06-0021 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $82, 073 .87 This Payment: $240.00 Total ALL Pmts: $81, 893 . 87 Balance: $180. 00 ****************+******+*****************************+******************************+******* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 240.00 ----------------------------------------------------------------------------- � �� F � bul�t�►��. ��Q�� Buitding Department 5eivices August 13, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door PERMIT NUMBER: B06-0021 REVISION NUMBER: 11 INTERNAL REF#: 5081 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed the following documents for designer stamps and approvals. Plans: Revision ASI D-025 Plan review fee: $120.00 No additional square footage- No added valuation Sincerely, Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.royer(cr�,SAFEbuilt.com Centennial Ot�ice: 12503 E.Euclid Drive,Suite Z10�Centennial,Cb�(111 I •(303)734-4567•Fa�;�303?70�-1740 Fir�stone Office: 11409 Business Park Circle,Suite 350•Firestone,CO 80504�(303j 77�-1388•Fax(303)77�-0435 V�%indsor O�fice: a61 E.Garden Dri�re,Unit B•Winds�r,CO 80550�(970)6�6-75]1 � 1-860-�00-1581 �Fax(970)686-924� Gaglc Ofi'ice: (2S6 Cha�nbers:'�venue,Stute 101 �Mailing Addr�ss:P.O.Box 1618•Eaele,CO 81631-Ib18•(97U}328-1790•Fax(970)�28-17y1 5c�3! �`'� �� 8� �. ��>�- U APPUCATION WILL NOT BE ACCEPTED I� INCOMPLETE OR UNSIGNE uilding Permit#: d G'O�a I #, �t� � 9T0,479 2149(Inspections) ��#� � REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: N G�,�s�� I o - � .��r�; -r�;�� .� �i3 _ A TENTION: Q JR,CHARLIE,GREG,CHRIS Contractor Signature: COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ -e'' ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ � REVISED TOTAL: $ For Parcel# Confacf Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .c�m �arcel.# a1 alo g��! 0'7 - Job Name: I/�;I �Y� � Job Address: I�I �/'� L�� V �y 1 ! V Legal Description Lot: Block: Filing: Subdivision: Owners Name: �,'- Address: Phone: ArchitecUDesigner:�a � Address: Phone: Engineer: � �� Address: Phone: REASON FOR REVISIONS: C� �`vah J Work Class� New( ) Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) 1 Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwel�ing 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 ( ) FOR OFFICE USE ONLY Qther Fees; Occu anc/Grou� ° Accepted By:; ._� Type�,'of Construction.,.,�� Date Received:, „ , F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 �} � � �� LIt1C. C.OLC}F�ADO Bnitding Department Seivices October 9, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: ASI D-044 PERMIT NUMBER: B06-0021 REVISION NUMBER: 16 INTERNAL REF#: 5631 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: ASI D-044 attachments Plan review fee: $120.00 No additional square footage- No added valuation Sincerely, �i Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.roxerCa�,SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Faat:(970)328-1791✓Z:�Plan Review\Vail�Front Door�B06-0021\tov-b06- 0021.Rev16_FAL.doc �-� E ,�� c_:;°�- �"'.`'7�--��ti; . �� ``."i � ,._.-�--�� c�r� � � APPLI I m ILL NOT BE ACCEPTED INC MPLETE OR UNSIGNE Building Permit#: ��O "�� , . 970-479,,21.49.(Inspec io�ns) �ti � ��l ��t�` � R VISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: � ti,f 16� -�q- �� . �20 �6 a�B A TENTION: JQE, ,CHARLIE,GREG,CHRIS Contrac Signature: �'�/' - COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials VISED AMOUNT: $ --�� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ -� For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com �arcel�,# . a� aio �� d�� Job Name: Job Address: �-G"I U„,I / ,�_ -� ��-y � ��J✓ J kN �^rY� Legal Description Lot: Block: Filin S �� '�=' `'+ '�`�'' `� g: ��.� i, ��. if.- , Owners Name: � s Address: Phone: !,i ,' ArchitectJDesigner: �� Address: ��:� P�h1e±'�-��.�� l� En ineer: Address: Phone: `-�°" d �g /�1an/b��,�/.t��lf REASON FOR REVISIONS: ��Y� _D ,J�J �G�N� v�i -�-� Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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 ( ) FOR OFFICE USE ONLY Other Fees:° = W Occupancy Group Acce ted B : Type�of Construction .. �Date Received: �� ,_ =�� F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 . 42q.o ARCHITECT'S SUPPLEMENTAL VAIL'S FRONT DOOR INSTRUCTION No. D- 044 pROJECT NO: To Doug Thompson/ Hyder Construction, Inc. 20693.08 543 Santa Fe Drive issuE�: 09.13.07 Denver, CO 80204 FROM: Jason Ringdahl 303-825-I 3 I 3 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instruction Title: Building D—Exterior Stair at OVP Reason for Change: The stair is being reconfigured to avoid interfering with the International Wing and reduce the amount of demolition. Description of Instructions: Refer to the attachment for the information. In addition,provide the necessary blocking/backing to accommodate the sealant& backer rod between the stair treads/risers and the stucco. Also note that the door to the storage room is to have 18" minimum between the latch side of the door and the adjacent wall. Attachments and Enclosures: Architectural: ASK-D040,ASK-D041,ASK-D042,ASK-D043,ASK-D044,ASK-D045,ASK-D046 and ASK-D0047,dated 9/12/07. Interiors: N/A. Structural: SSK-D060 dated 8/30/07, SSK-D080 dated 8/31/07, SSK-D081 dated 8/31/07, SSK-D082 dated 8/30/07, SSK-D083 dated 8/31/07, SSK-D084 dated 8/31/07, SSK-D085 dated 9/12/07, SSK-D086 dated 8/3l/07 and SSK-D087 dated 8/31/07. Mechanical: N/A. Plumbing:N/A. Electrical: N/A. Copy To: ASI File By. Randy Hart/4240 Neha Khera/4240 Su mit to Town of Vail: �YES ❑ NO Rick Caudel/VRDC S. Jarvie Worcester/VRDC Jim N./Monroe&Newell Town of 'Vail aFF�� . . � 42�40 ARCHITECTURE INC 1621 Eighteen[h Street ' Suite 200 Denver,Colorado 80202 The information wntained in this message is privileged and confidential intended only for the use of the individual(s)or enlity(ies)named t 303.292.3388 f 303.29231 13 above. If the reader of this message is nof the intended recipient,you are hereby nolifed that any dissemination,distribution,or copying of www.4240architecture.com this communication is strictly prohibited. If you have received this communication in error,please nolify 42/40 ArchitecWre,Inc.immediately. =--. � ��;,� �� ,,,�� ,`�; - I C U J I � Fg�,• . F � Y,� � OCCUPANCY LOAD c y '��- ��'�, ' ' FACTOR: 300 SF GROSS E. F�;�'`,�",� �; �� ` OCCUPANT LOAD: 1 � ��, . ��.� �� ;,j,•. , �. ;� :i: •''� SKIER SERVICES/OVP ��-° �� ;� `,c" / � �`;; USE: STORAGE ��, �;� OCCUPANCY: S-1 �`�x R� � � � . � . AREA SUBTOTAL: �° � .;- 163 sf OCCUPANCY LOAD � FACTOR: 300 SF GROSS OCCUPANT LOAD: 1 �' � ��' "' ' """�'""��` �, `, / -:� � , , , ,�, . .. . . .... i . SKIER SERVICES/OVP ' ,e _;f: ;. � '' USE: MECHANICAL ` o ' � ' '` , , , ; � 1 � ,� � � : (�; . OCCUPANCY: B (ACCESSORY) `" � " �. ` ; AREA SUBTOTAL• ' • ' ; � , , • --• 1 sf '`` ` ' � _ : NOTE: "� ' - ` , , �' OCCUPANCY LOAD � . r� FACTOR: 30 SF GR E G01 6 FOR + " � � f '" ` `` �� - ANT LOAD: 1 STAI R I N FO LOAD 8c WIDTH SKIER SERV ES/OVP E) �-1 USE: MEETING ❑❑ OCCUPA • B OTAL: OCCUPANC AD FACTOR• SF GROSS � OC NT LOAD: 51 �-� � I !� /� � 84 ,, ��.� 1 r„ .�.✓✓�1 �� I \ � � I _..__ o ��'��.�Y'4rf�� 6 �� 1� � ��P��7 PARTIAL CODE SUMMARY - AP RO . �L. �1`�7�""` 1 1116••=1.-0.. SAFEbuilt Cnlorado �«�,�««°rR��°«� Vail�s Front Door ow+w�NC No: ASK—D040 4�� O��ncr/Dcvcloper REFERENCE G-017 Vail Resorts ISSUE ASI D-044 DATE 9/12�07 Development Company �; �/�g =1'-0" Dcnccr,Colorado ;Avon.Colorado D�1��: JR ,.. '�' � - � � � �i�� s d �'�` jy � '�ri� ) i�``. .�\ ��` �`':�, � ,� � � ��r 51_ _ J`�' _, �3 {� 'i . s.A 2 e'F +.i e V � � . 11 � � � " � � I(I� p �.i:��... � y Y+�� "A rS . / I'��v '�as��c..r+"�. yf�: 1 C _ � —� � ''_� ..r''�'�i'' I I STOR I I pp69 1 I MA1CH ' EXISTIN� �69 � o � EXISTING WALLS IN LaV TO BE � 1–HR. EXISTING DOOR TO BE �i 3/4HR, VIF. IT THEY DO NOT � MEET THESE STANDARDS THEY �� STpR �J,�p,TER ARE TO BE REPLACED i �° pp64 EXISTING 10" CONC WALL p ' –__�, oo�o ;'. J !; 1 � � �� ' r r 1� � � 1 1� 1� �1 ' 1� 1� 4� 1 1�':: 1 � � � — _ , , � UP _ _ _ _ _ �1 � � �' ;, 7/8" STUCCO ON METAL LATH �� 1�� '�i �i � & BLDG PAPER OVER EXTERIOR SHEATHING & 3-5/8" MTL � STUDS AMED WALLS � I�FOR FIR�RATEDHASSEMB Y�t&2 �06� 1 �G017 FOR LOCATION) 1 REMOVE SECTION � OF EXISTING WALL, � 'i SHOWN DASHED I ;; � �:- �,-=. NEW DOOR & WINDOW�1 1 3 ART�A� TO REPLACE EXISTING I S, ��uLE O p065 � �n1 � N t��'�1n��'��r`�.�"t�� - 1 SKIER SERVICES FLOOR PLAN - L WE VE NOR H ,+' � no , _ . '',-�s :�,'w,r�. SAFEbuilt ol ,,��,�««°�R�«�� Vail's Front Door � 4�� O�cna/Dc��cl��per REFERENCE: 1�A102 Vail Resorts ISSUE: ASI D-044 Deaelo ment Com 1n � DATE: 9/12/07 � P` ) SCAIE: t/8'=1'-0" llmwcr,Colorad�� ,A��on.Culurado DW1WN BY' JR �rr,,.--,_.�. . � �� '`��. �� "�.4`E' � � $ 6,.� 1) 1 -�: �� 1�, p ' =��I ��\�. � �i r" ^� F; �j + �. �'1^��„ �. # �� J��-;��,_,�,,,' � � �-,T,: ,� � �� .<�:, ;�� . � '�'�=�, _ �. , 1 } "'�;��-f, , ; �i �1 ( ,,3�`"j� f � . t.a.. � � �,�,�,,;,..�-'� " � �1 `_ _ ..:....+s'';;..- i � �i � � �� 1, � � � I ' . i � � G �k....:_: , 5 i� �� i� ; A7�� / � � �� , �� / �'i�� / ��, _ � , , - / � ' _ , _ � � pN � j ' / / 1►:ri' � — Ei �i.a� � � �' 1 � �, � � I. � EXISTING WALL BELOW � `� STAIR. RE-STUCCO TO � MATCH INT'L WING � 1 NEW 4' WIDE STAIR � I 1 L — EXISTING PAVING/WATERPROOFING TO REMAIN NEW WOOD GUARDRAIL TO REPLACE � � ' +�`�,'�� EXISTING WOOD GUARDRAIL - � or. � /n�n� ci --'""'° (��'��f �,� �.d ,,`•,_."`� 1 PARTIAL MAIN LEVEL PLAN p�� ;��'"� ----____ SAFEbuiit Calorad� Architect of Record ail' ti7 Front Doo ��w�NC No: ASK—D042 424o Owner / Developer REFERENCE: 1/A101 Vail Resorts ISSUE ASI D-044 Develo ment Com an °A�' 9�12�07 Denver, Colorado P P y SCALE: 1/8�=1'-0" Avon, Colorado DRAWN BY: JR ��`_,,,,� ,��- ��f ��°�'`�'. �"��' y;_��ar � 6 4✓' � E. R,�n�';�L 3 ------ - - J��S�V c�•�,�,.� �-�. , � �:.;��-Q�-u� {: y �.� � ni o m ��``'�' .� a� � ,. � � C � �� , � � � � ¢ < - e , i �.; �; �.;. ; �, �,_� ,` � � : .� ,�.,_.: ,:� -�.,. ; . ; ,; -- , � L� � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I i METAL FRAMED WALLS w/STUCCO i FINISH (RE: 2/A102 FOR FIRE � RATED ASSEMBLY & G017 FOR � � LOCATION) i i i � i i � i i � I I \ i � i �' � � �------ ------------------- I— ' - - - - - - - - - - - - - - � � � � � �-------------- �_� 1 � � � � � � � � � I I � I I I I I I I I I I I I _ _ _ — i i i i i i i i �24 i • I � � ,;�j� \ i i i i� i i i i i i � � �' 5,-2„ � I � i i i i i i i i i i i 2'-11 " i i i i i� i i i i i �' � i i i i i i i COLUMN � i I � I 1 N � i i i i i i (RE: iSTRUCi i ( I l � � � � � � � � � � _ � � J � � � � � ► � � � � � � � i i i i � 1'-11" � � 4'-1y., i i i 10T 11 ' = 9 -2" � �'-�� N c I I I UP ` I I I � I I I � � - - — � — � � � —� 2�a�o3 \ � � � � � � �� FIN. GRADE � 8170 -0 APPROX) VIF 7/8" STUCCO ON METAI_ T S � & BLDG PAPER OVER EX ER R HANDRAIL 1'13" � I SHEATHING & 3-5/8" L GUARD RAIL STUDS ' � -6 � I 20'-6" �► �� I ° � � I I \ I � 4 ENLARGED EXTERIOR STAIR PLAN C 81 '7� 'DFP70 ar��ce�c of Record V a i 1� S F r o n t D o o r �Raw�NC No: A S K—D 0 4 3 424o Owner / Developer REFERENCE: 4/A701 Vail Resorts issue: asi D-044 Develo ment Com an °A�` 9�12�07 Denver, Colorado p p y SCALE: 3/B"=1'-0" Avon, Colorado DRAWN BY: JR __c�;�� ,�� !� �� ,�,��,, . � �4:.. '� °d,`!J ` � �:� E. RAR��'":L ;., ,,, �'. u, J�Ni��.��=,J ' � � c,��" . �- � 1"�9 � �r;�;�. .;,�...e,� ;�,. rn � v � C �' � �. � m �°��' : e� `T � c-' � � _n:,; yµ o �� p �� Q. ""C 0 � I i � I I � I � � � I I � � � ��I J � i I ,� i ) �� I i � � � , � � i i � � I / �� I I � � I I � � I i � � � I � � I I EDGE� INT'L�II�1G ROOF BELOW � I � � � I E�XISTING��ONE CAP w/STONE �� VENEER/ ELOW � i / / \ � / NEW STONE CAP, TO MATCH �� / �(ISTING, w/ STUCCO WALL FIMISH I � � �BELOW I � / � 1'-3" I � � � I � � T.O. STON A � I MATCH EXISTING ( 2" A OVE PAVERS) I / i �'-11„ / I 1'-0"� I � � I � /� �/ � � i / / � I�OWN � / / I � � �� T.O. LANDING I /4�-�l2�� T � 1' = 8'-3' 8182 -3 APPROX) VIF I � � i � � I � � �.0. LANDI G I 176 -5 � I � ��_ � � 'I � — � — — I 2/A703 - - - - - - I � I I � HANDRAIL I GUARD RAIL AT EDGE OF ' �, �6., I CONCREfE STAIRS/LANDING t ,�, 20'-6" � � � I � i I i 5 ENLARGED EXTERIOR STAIR PLAN �� 8182 'pFP,o ar�n�te�t of Record V a i 1� S F r o n t D o o r ��w�NC No: ASK—D 044 424o Owaer / Developer REFERENCE: 5/A701 Vail Resorts issuE: asi D-044 Develo ment Com an �+�� 9/�z/o� Denver, Colorado P P y SCALE: 3/8"=1�-0" Avon, Colorado DRAWN BY: JR `` ,�� a� C�;?i��, . c� �� °p-�� . D ,n � r*� �- � r-n E. 4��R��'!��. � � � JOHf�;�;a;`�J �« � � ��, � P`s� �„r,� �ti.v".,:�'-�r-�'. /� 4'1� � � //�� ' 1..I �^�^� ��1�r ��. "�� /' ;,, _/' --< s�� ' 1 e � / � 0 � a � NEW STOME CAP TO MATC "� EXISTING `,�TONE CAP � 7/8" STUrCO ON METAL LATH & BLDG f'APER OVER EXTERIOR SHEATHING & MTL STUDS PRE-FINISHED METAL FLASHING � 7/8" STUCCO ON METAL LATH & EXISTING CONCRETE DECK 81 � . . E ISTI PT B �' ° -0 /�,,, �,��j%%i%�%%�� _� � / '// �.., ,r, — - - - - � ii N W SECTION E3�E OND, ;� � HOWN DASHED,_(R _STRUC� _ ��° __ __ �� GUARD RAIL i — — - - - - - - . � ��. � CO�C STAIR � ��$ � � T.O. LANDI G � & BL PAPER OVER EXTE I �� ' �� WATERPROOFING 8176 -5 — — — - -� ° SHEAT NG & 3-5 8" MTL ` a � a � , BRANE ABOVE � � a °• � � STUDS � �, � 3" C TOPPING� � � i� a� ` w/INTERN NOVdMELT HAN AIL I \� � � � d • \ I � ,�, �� 1�2" RADIUS NOSING , � _ � � � i a � � ��. � �, � . ,, , �� a ° �� ,: � a � - � 0 � ° i I �, . a .° i� : �. � � .` \� � a � �� N. GRADE � � �� \ 4'-1y" 10T C� 11" = 9'-2" � � -�� o � �\ � \ � 2 EXTERI�R STAIR SEACTIOlV ��te�� of Record Vail' s Front Door o�w�NC No: ASK—D045 424o Owner / Developer REFERENCE: 2/A703 Vail Resorts ISSUE: A51 D-044 Develo ment Com an �� s/iz/o� Denver, Colorado P P 9 SCALE: 3/8"=1'-0" Avon, Colorado DRAWN BY: JR ,' � dF C�;�� . � , � '' �� ' �� . m �' �, E. R�01��L � �� '� °� � � ' JG'�E�"��"j:��J c �--� ; � � � ��,�,� : � � � �..,�-� o e�.�r � r �C','� ` , Or-J ' f�^F.., �"i� �. c :� y �! � •�R e.`:�` �_t t1 0 � f �`" -- NEW STONE CAP TO MATCH EXISTING STONE CAP METAL LATH R EXTERIO SHEATHING & MTL STUDS i GUARD RAIL I FACE OF INT'L WING BEYON & HANDRAIL ASK- 33 � SIM. � �NDING EYOND HANDRAIL � 8182 _3 F � , 0 u � � m � o � � , � . I 7/8" STUCCO ON METAL LATH s � � ° —� g —NEW STE�L BEAM & BLDG PAPER OVER EXTERIOR � - - — w/1 -HO R SPRAY SHEATHING & 3-5/8" MTL � — -- — — — — APPLIED EMENTITIOUS STUDS i I FIREPR00 ING T.O. LANDING � 8176 -5 � � 3" CONC �TOPPING � w/INTERN�4L SNOWMELT � �CONC ST�,IR I w/WATER ROOFING � MEMBRAN� ABOVE a, � I STOR � N D070 `' � - - - -•— a— a � I ' — — — — — 4-A70 / I n � - - - - - - ASK- 47 I - - - - - - � I I FIN. GRADE 8 - ° a 4.—,y� 4,—,y� 11'-11 4" 3 EXTERI�R STAIR SEACTIOl� nr�n�ce�+. of Record V a i 1� S F r o n t D o o r �w�w�NC No: AS K—D 0 4 6 424o Owner / Developer REFERENCE: 3/A703 (NEW SECTION) Vail Resorts ISSUE: ASI �-oaa Develo ment Com an °A�' 9�1z�07 Denver, Colorado P P 9 SCALE: 3/8"=1'-0" Avoa, Colorado DRAWN BY: JR ,t ��c--��F- c`��`�'` . cn �; c��`� �� ;" � � �� E. RAN�A:L � t-°� � � J��{i�!�C�;J � c. --r � �t r« c:3, � � ��:��n�-m� � O � � ��`'�„ ''�, � c:� ,�'r z0 � '�.�` p� � ; .'; � � �°' , O � � ` � ---.__._ `--`-------- GUARD RAIL POST SECURED TO EMBED (RE: STRUC) CONCRETE TOPPING (RE: STRUC) w/SNOW-MELT WATERPROOFING BEiWEEN CONC TO & CONC SLAB. CONTINUE a a WATERPROOFING OVER FLASHING a a a PRE-FINISHED (ZINC GREY) FLASHING — — — — — — — — — — — — — — — — — — — — OVER EMBED & CONCRETE SLAB a a a a�, a a G a EMBED (RE: STRUC) c a �' a CONCRETE SLAB (RE: STRUC) � 7/8" STUCCO ON METAL LATH & BLDG PAPER OVER EXTERIOR SHEATHING & 3-5/8" MTL STUDS TERMINATION J-BEAD w/SEAIANT & BACKER ROD AGAINST CONCRETE STEPS CONCRETE TOPPING (RE: STRUC) w/SNOW-MELT � I v WATERPROOFING BETWEEN SLAB & � I p� PAPE �8" a '` CONC�ETE SLAB (RE:�STRUC)� � a � v �' BLOCKING AS NECSSARY EXTERIOR STAIR DETAIL 4 , ,,2��-,�-o�� A�o, ��te�t of Record V a i 1' s F r o n t D o o r ��+w�NC No: A S K—D 0 4 7 424o Owner / Developer REFERENCE: 4/A703 (NEW DETAIL) Vail Resorts ISSUE: ASI o-oaa Develo ment Com an DATE: 9/12/07 Denver, Colorado p P 3' SGUE: 1 1/2"=1'-0" Avon, Colorado DR4WN BY: JR hl0 T�� R�• �`+1zC-H. `rOR LAYOUT O� �S �� '�� • � v3�� T'RE.�.175 .;Ni7 R IS.E�ZS. E�C 1-� W 14y � �' � J f i'�_ �=F X 8" 1J�I1JG S�^-.FZ� .. . 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Q .,� .aAX �� '�j�� /�i�'�.: � �� 1�1 1 � ' 'p ,� i Da l5 �' y. � � . . 3/�4° _ �'-C�" C �,�7 J 4'�L� �n , � t�J ;1'° ..`a- , Va1�.s F1oi1t D0o1 nP��.{,�: 5'��'I�— 1�0 6 D ��'�-� Builcl�g 'p� ��" �� REFEP.E�fCE: S Zo Z Gavec/Dc.doCc _..,__. ._ �SSUF: - e,o,�� V211�ESOitS Df?c: R�/�/p� �/�010] Dv a,Cc!or�j ( �� EV2�OpTl7f:tli COTI7IJ�11j� 1;SCALF: e�_ � i,� * �'��;�a �con,Color�da ❑R,A�,I�, BY:�JN SAFEbUiI# Coloradc l , il .�539ek�a 8 _�: -- s ��q�� c..(^;1�� a�£.s�� a ��.�7�e r," q;�m,''.�'ti i t rt.ar'��.„ `,:,;�., 1 - 'A Q- j 1 w ; 9A' t ' e!`; ) I J 1 ) c J i _ i , j � . 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I� i i n"S � ��'`4 �'t�''=, ENLARGED E�TERIOR STAIR PLAN C?� 8170' � �o _ � ... ,.. - . — ,,�=�oF��:- -- ails Front Doo� DP,AWiNG N0: SSK— DOSD �� (,� �� '�,�R'f� �� R£FERENCE: SlD� Oevec/Decda a Vai2 ResoYCS I DATE� $�3��tl� Dm a..� DEG'P1D I21EIIt CoSIl 311 SCALE: � p p DRAWN BY: d r� Avon,Colo�ado � • . ;ssSt � �'�� °^�i° '�t'a",.r l , -)`�� ''.� ,'">1��f fiK��(��;, '1 "9 � °"e' .'i4�," � •� �, � ' � °a`'>:,, �?'' I � I '%'.'<'' �°8,; �W>°�/��'�.. � � I `:�� ,�. ��. � � �/� '��`��rx��.`.rtaK,2� � ,,�.� �jC,IS7?+JC� �� // I �crsTintG w8(n� . WJ��- �1rLinl�� ) i / i 1 a�.� 8C—t.�? tkBoV€ � �/ �� + i � Q�#tLaNb. / � # I � i { I � , � � � p�u�bE �ss3X3 � �� XJ¢ Posr— BE�oc,J /� � ( i Cn�ST7�C� W g �/uT� fDGE f3F 4NI'L�{G RDtlF�1131N � � L`-1Cts-i tn3C� �v'f�LL (�EiDt.J, // � �\ I �2o tt�D� 6�SE P tATE £�i�TiNG CAP r/SfQNE ' £� \ � �rB'iX c`3��)C /t D�� VQ�lE}3�, �` � � _.,i CZ) 3/¢" x �`` �'-� i� �srat��r�w.ro un� f,�18X�S f�"IL�C-`�2 t f3oL'T5�M f�tSTUlG. 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L•�� .----�----_-- � _ _ �f�.. � �,� •, .�r�'� : . �t �'�'yti;Eh�` �y d;'�{ ..' i } _.� �'�r �s` '�„�S..�L`�`�-r u�"y,.: :�7� �,r '� #�..��v See., � t Si��'E� i�it Colorado 7/n1�n H�l1Y1+ �l1ni� r^INT�T �` 1 112t1[eLtOf fd �� V RLiJ 11V1�.L1JVVl li 11GAIAiIAf!` AIl1. \\N — l�� B�U..L.Il� v��1Tii`!� i�v. NNia � —v/ q.�4o REFERENCE: --- o��,n�ao�� issu�: ,�sr � v�x�o� DATE: ��,�o� cnqJ�L jo� n�ou co�o Development Company scatE: -- DRAyyN 8Y: �//�} Awn,Colosado ; _ ;_ _ __ ; . � ;�J��' , �� 'n��""s� �'/.�� ' : . � , . . . , - ; : ��- ��, ;r.vs�-t�,. �p.��' : ��iG�S�f�� pF'��1v�'Si�°' �i#t� ar� : j G3�3��a—'�r'a-`' : �� '�dZ, �� _ . jr,,� ; W l'!� � � ��' ��'�` , _ : � �`� �.�:�-�. . ; . . . . , � �,.. ' � �. . T' � . tJ.� . : . __ ; _ _ �_ � ' �+,�-�"�,�I� : . .� .�,.".�.`l � ;._ : � .� � �.---- � ��'r,nl{� w`��! ��`�=�� `� ` `�",� . ��-�-.� � . � � � _ ; . _ _ _ � , ..a_� 7" ,F� ., �-`. ' ,�� _ , ; __ . ; . � _.� , ; : __. �. =__ ; o ° ; , - � � �� . 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FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 10/11/2007 Legal Description: Expires . .: O1/10/2007 �i��D� -CXS �� OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone : 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 8,788,000.00 VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144 . 14 24, 936 $3, 594, 275 . 04 STORAGE/LOW HAZ (S2) ZONE 3 VA 71 . 79 8, 170 $586, 524 .30 REST, BARS, BANQ (A2 ZONE 3 VA 152 . 97 2, 531 $387, 167 . 07 Totals . . . 31, 576 $8, 788, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances 0 #of Gas Logs: 0 #of Wood Pellet: 0 *�***�**r*****+r***�:*s***►***********+**+******►**»****+*s**s****s*� FEE SUMMARY •*r**ss�+****�*�►*t+*�*******+**��:*�:a*x*t�*r*******�*+**+s�* Building------> $3n,034.95 Restuarant Plan Review--> $o.oo Total Calculated Fees---> $78,263.e� Plan Check---> $2 2,12 2.�z Recreation Fee--------------> $2 2,10 3.2 o Additional Fees-----------> $3,5 i o.o 0 Investigation-> $o.o o TOTAL FEES-------------> $�8,2 6 3.e� Total Permit Fee----------> $81,7 7 3.8 7 W il I Call-----> S 3.o o Payments-------------------> $81,6 5 3.8 7 BALANCE DUE---------> $120.00 **rrr**:*sr*►**��**«**r�s*r***s:�*�*r*►***rxs***sr*�*�*r***►**r***��***►***t*��*t*t*t****�*****.*�*sr.�:**s*a******r*t***«*:*�s*:*�****a******�** Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full building permit approved pending apprc other departments. 10/25/2006 cdavis Action: AP REVISIONS APPROVED BY CIA DATE STAMPED 5/4, 02/22/2007 MROYER Action: DN Comment letter tor Revision 3 sent to appl: this date. Comments for ASI-009 and ASI-011 . Response and revised plans required. 05/23/2007 MROYER Action: PA Rev. 4, IR 4182 : reviewed tire alarm shop c for stamps anci signatures only. No aclditional tee ciue. Plan returneci to town 05/23/20i 05/29/2007 MROYER Action: PA Rev. 3/ IR:2599 : Building D Redesign- Apprc ASI-D018- No aciditional square tootage, Increased valuation 300, 000 . 00 . Additiona. $3090 . 00 due prior to issuance. 05/29/2007 MROYER Action: PA Rev. 5/ IR:4189- To simplity duct routing < penetration was added to the Northwest shatt . No additional valuation or square tc was added. Additional $60 plan review fee due. 06/29/2007 MROYER Action: PA Rev. 6/ IR:4499- Approved ASI-D024/ Fireprc and completion ot separation. Additional $60 plan review tee. No square tootage aaaea 07/09/2007 EP Action: PA Rev. 7/IR:4682-Approveci ASI D-030 . No aaait: valuation. Additional $60 plan review fee due 07/09/2007 EP Action: PA Rev. 8/IR:4683-Approved ASI D-029 . No aaait: valuation. Additional plan review fee of $60 . 07/10/2007 ep Action: PA Rev. 10/IR:4699-Revieweci tor design protess: stamps .No additional valuation. No plan review fee 07/10/2007 ep Action: PA Rev. 9/IR:4696-Reviewed tor design protessic stamps. No additional valuation. No plan review fee. 08/13/2007 ep Action: AP Rev. 11/IR:5081-Approved ASI D-025 . No acidii valuation. Additional plan review fee of $120 . 00 . 09/17/2007 ependley Action: AP Rev. 13/IR5439-approved. No aaaea valuation plan review fee of $60 . 00 due 09/18/2007 ependley Action: AP Rev. 14/IR5444-reviewed tor engineer and de; stamps only. No added valuation 10/03/2007 ependley Action: AP Rev. 12/IR5438-Approved Cooling Tower Clari: No added valuation. Added plan review fee of $180 . 00 due 10/09/2007 epenciley Action: AP Rev. l7/IR5634 . ASI D-035 tood service revi: approved. No added valuation. Added plan review fee of $120 . 00 due 10/09/2007 ependley Action: AP Rev. 16/IR5631-Approved ASI D-044 . No aaaea valuation. Added plan review fee of $120 . 00 due. Item: 05400 PLANNING DEPARTMENT 07/03/2006 George Action: PA This partial approval is tor the relocatio� electrical transtormers presently existing in the areas surrounding the skier' s p. 07/14/2006 George Action: AP 02/09/2007 George Action: PA This is a partial approval tor revisions m� the plans in response to required building code corrections 04/12/2007 George Action: PA Revision 3 This is a partial approval to a. the addition of a window well on the lowest level of the unit. 07/02/2007 George Action: PA This is a partial approval tor an increase height ot the screen wall around the mechanical equipment tor the skier services 1 09/13/2007 George Action: PA This is a partial approval tor a claritica1 the cooling tower design for vail ' s Front Door 10/04/2007 George Action: PA This is a partial approval tor the recontic of the stairs near teh One Vail Place garage entry. Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure tire alarm and tire spr: permits as retlected in tire sprinkler riser relocation and tire alarm panel reloc plans . Fire alarm panel relocation will require recertitication ot entire system prior tc 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the fire sprinkler design (concealed combust: if they pick the wrong insulation) . The plans are dated Nov 06 . Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Rooting Moditications-No Comments on plans 11/8/06 12/18/2006 tk Action: AP Approved revision D009 dated 11/10/06 rece: 12/12/06 . Regrading and storm sewer revisions approved. 08/09/2007 tk Action: AP ASI D-025 - No PW issues 09/17/2007 tk Action: NA Cooling Tower Claritication recieved 9/5/0' 10/08/2007 tk Action: AP Stair Reconfiguration ASI-D-044 Item: 05550 ENGINEERING CIVILS ******�*�*sr*s****.*»**■*►*■*r****.»x*.*******x*******�+*+.*.*r*.+*■**r►*****�+*s*«*.*.****�***�*�***«****..**�«**►**�..*.*��****�**►*►*********■ 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 AD BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-¢-PM. � { SIGN CONTRA R FOR HI E WNER f� PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0021 as of 10-11-2007 Status: REVISION ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 10/11/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING'D'- SKIER SERVICES BUILDING Conditions: *********************************+*****+*****�********************************************** TOWN OF VAIL, COLORADO Statement ****++**************++***+*********************+**********+******+************************** Statement Number: R070002190 Amount: $60. 00 10/11/200701:52 PM Payment Method: Check Init: LT Notation: Hyder Construction / ck 56939 ----------------------------------------------------------------------------- Permit No: B06-0021 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $81, 773 .87 This Payment: $60. 00 Total ALL Pmts: $81, 653 .87 Balance: $120. 00 *************+**********************+******************************************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 60.00 ----------------------------------------------------------------------------- , . . T�i�VIVOF'VAII, . September 21, 2007 Vail's Front Door revisions ready for pick up. Doug Thompson has been contacted. These are the fees due: B06-0018 Revision 12, Building A—ASI S-026 $60.00 B06-0019 Revision 7, Building B —ASI B-020 Boiler Chgs $60.00 Revision 9, Building B — Stair BS02 shop drawings - 0 - B06-0020 Revision 7, Building C —ASI C-120 Stair/elevator $60.00 Revision 8, Building C —ASI C-026/rated soffit $60.00 �t�6-002� '`Revision '13; �uilding D - Fire proofing ASI D-029 $60.00r Revision 14, Building D - Stair Shops review • - 0 — TOTAL FEES DUE $300.00 Other B06-0021 Revision 11, Building D — smoke management Waiting on fire approval ��U, �� io o � � � APPLI TION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE � � �G � Building Permit# +��"'�� , � �� 9TQ,479w,2149,(Inspections) � � ! �� k REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: C�.o �r�r.�rv-✓ � - �K T� �7� W�� a$ 13 A TENTION: QE JR,CHARLIE,GREG,CHRIS Contractor Signature: �� .;��_ COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ .�'� ELECTRICAL: $ -� OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www,ea !e-count .com ,�arcel# o��J � U �Ja�� / Job Name: �� Job Address: �� 1 ;r1 . ( �� V l�- � Legal Description Lot: Block: Filing: Subdivision: Owners Name: �.�-- Address: Phone: ArchitecUDesigner: Z � U Address: _ - Engineer: ��U�� j� Address: Phone: REASON FOR REVISIONS: �i GI l� �oa�•�'h�r�v�. `,� �y�. � � , Work Class: New(" Addition ( ) Remodel ( ) Repair( ) Demo ( ) er �� Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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 WoodlPellet 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 ( ) FOR OFFICE USE ONLY �� Other Fees:�;. .� �: . :Oc�upancy Group �� Acce ted B �: ` � . . �Type of Constructi�on. �, - �� '�' �� .Date Received.,r,� �, .:...., �; : � F:\cdev\FORMS\Permits\Buildinglbuilding_revision_11-23-2005.doc Page 1 of 2 12/8/2005 � �� built ��. �� Buiiding Department Services September 17, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Fire proofing ASI D-029 PERMIT NUMBER: B06-0021 REVISION NUMBER: 13 INTERNAL REF#: 5439 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: ASI D-029/ Fire proofing horizontal membrane ASK D-025, ASK D-026, ASK D-027 and ASK D-028, dated 6/19/07 Plan review fee: $60.00 No additional square footage- No added valuation Sincerely, Matt ew Royer C�� Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.royer(�a,SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-ll90✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓ C:\Users\ependley.CIA3\AppData\Local�Nlicrosoft\Windows\Temporary Internet Files\Content.IE5�Y0P05HTX\tov-b06- 0021.Rev 13_FAL[1].doc � 4zq.o ARCH ITECT'S SUPPLEM ENTAL VAIL'S �RONT DOOR INSTRUCTI�N No. D- o2g ro: Doug Thompson/ Hyder Construction, If1t. PROJECT NO: 2Ob93.O8 543 Santa Fe Drive issuEO: Ob.l 9.07 �enver, CO 80204 FROM: Jason Ringdahl 303-825-1313 303-292-3388 The Work shall be carried out in accordance with tl�e following Supplementat Instructions issued in accordance with the Contract Documents without change in Coniract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's 5upplemental Instruction Title: Buitding D—Storage DOb8 fire rating Reason for Change: ��.��"0 �'a ��i To provide the necessai-y fire separation and system. � ��,�� ,,,� 4�,,��b ��'�b'�rt F 3 �1 r:3 H� �� i ��~� � °� • � �r�;�� j Descriptiofi of I�istrucfions: ��•�� Tu the past tl�ere was a concrete stair that went from One Vail Place's lower l�vel up to the main level at tl�is location. Since then the stair was"abandoned" and wood framing��ras installed aUove at the n�ain level. After fiirthet�review durzng demolition it was discovered that tl�ere was uo fire separation between fl�e lower level and main level. We are proposing the installation of a two-hour rated l�orizoutal memUrane assembly to provide the necessaiy separation between the t�,o existing levels. ln additiun, if Ehe existirig sprinkler systen�is not serving this room then extend a line into tlie space and provide flie necessary protection. Refer to the attacluiient for infonnation. Attacl�ments and Enclosures: ASK D-025, ASK D-026,ASK D-027 and ASK D-024,dated 0(/19/07. Copy To: ASI File By. _ Randy Hart/4240 Nelia Khera/42�i0 Sub it to Town of Vail: �YES ❑ NO Rick Caudel/VRDC S. Jan�ie Worcester/VRDC ��'�� Steve Rondulelli/BCER Subject to inspection and Compliance to all relevant Adopted Building and Municipal Codes. Changes in Plans MUST be approved. Date °r �'t o'1 BY �� Code: 2c�o3 3�6� �� SAFE�uilt Colorado P`J • � � � 42�440 ARCHITECTURE INC �(L : �3`t �LJ � � 1621 Eighteen[h S[reet � Suite 200 Denver,Colorado 80202 7he informalion contained in this message is privileged and confidential intended only tor ihe use of the individual s)or entiiy(ies)named c 303.2923388 (303.292.31 13 above. If the reader of this message is not the Intended recipient,you are hereby notified that any dfssemination,distribulion,or copying ot www.4240architeciure.com this communicaGon is stnctly prohfbited. If you have received ihis wmmunication in error,piease noti(y 42/40 Architeclure,Inc.immediately. ._._ ._ , ,�� '� G�;�� . �-,�'� ��`�'�.,��` � E. Fi�'N'�^,L J��-f�vC��J ��,�,�� :..,;�'.�.�.�: ��f �� V � °��, CA�P� 3� . � a t� ai �. 6.2 1 g.i 16.1 pPS 2.4 CARP� � 6.� _ � � � � G�C�.��=� �.5 � WOM�N 21 2t 6.2 ��,--�,,.,.,�^ 19 � S IN� GQN�� GRMA��y� 6.2 ; EXaS� . �RE � � TNAT 5�A1R� n. ;, ;�: "II�:�C�IVE �� 4�T,, .. 3 � �0 EX►S�iN� �EA, : . T ,i,lP NOWN ,t�A�M�� HA �. S . IN::W1�H �0 �AS �iL�� p�4'OC�. � _- g FRA�!1k�G �1--� � �� . - ti � tSP WaOD.�R� �-��: � � CT��N �" . � coN � 1 1 �.�1-� � s. 1 , �.ti I ti k� , �a ' 1 � 6�,. 3.2� �. n. `"`�...s, �, � ;��=° � ,1 � � , �� . . � � ..� _� 3 �� _._.. , � ��".�<�,�`"�' � CA�Q�� 2.4 _._ . _ .1 S.�� 17 �KON� ' � 6� 17 SCH��L �:. � _._�- �� '�j�pCKE�S w J�. ., _ __ .�� .... ..,... , ; �� ...,_ 16�� _Y 16- N 5�f� �i � ��a�;i 1 EXISTING �NE VAIL PLACE p�o r��O ��F�«��°�R��°«' Vail's Front Door ow,w�NC No: ASK D—�25 42�0 O�cncr/Dcvcloper REFERENCE: 1��101 V�Ul Resorts ISSUE: ASI D-029 Develo snent Com�an DAiE: 6/19/07 Dcm�cr,Color,ido � � Y SCALE: 1�8" = 1�—fl° :1��on,Coloradu Dk�AWH BY: JR �,��f ..�r�� ,� �' � �� . E. �Rl�,E�'.�r�L J��-�I�!v+�i�l ��, � ��:, /j 4�..,.r'-. �. .. � .,\i. .i'�s V ��f✓`�k,,- ��,��°`�' � �, ��- �l '� � GARA�E � � - 1 pp63 OM�N I S oa59 pp42 L t1� ��- � _ �- STORA�� o°n�2 pp59 � •k A.:�, l`i�-r.t--T- �l� / .,r 1 �} 0�6 ', -,..+ 1 � l �--��--� � � :� p 3 � �'� s �� ,.�'�`�� p0�� ,� p,5 02 .a. . ��'�� R40�R � � � }4'_ 6�b ,a. �OR _ . � 4,J�„ �, .,: ., o �, .x,,- 6�� pp40 . . _. 4N�N�'� _ 1 °� � __ ,. .. � z� �-��€�� g ` 5 G ` ��_- -�--` Dp 41 O� l� 50 L�CK�R TRASN I;EI L� �15 ��^wX _ _ ------ ROOM—�I ��E�. " � N�ll ' � �� i 1 ' `' �_..-A1 IGN __�-i-`I—T `- 1� _� _, � �E"F' � � Z�iu7 1 SKIER SERVICES FLO�R PLAN — L� E ui olora�f�70 �',�',��`°"t°�°�� Vail�s Front Doo� oRAw�NC �Q: ASK-D026 ,q.2,q,o c)��n�r/D��c�np�r REFERENCE: 1/A162 Vail Resorts ISSUE: ASI D-029 � DATE: 0�19/07 Development Company sCAtE: 1 8"=1'-0" llcm cr,Colorado \ron,ColornJ�i DRAWN BY: JR �;�: .�:�.� �-�� -.._:._��.�_� �-�.r�_� _._ �_�_ - � � -._� - � � - r.��: :� �� = � � .� _ �°�Q ..� �� .�� ° � � min�cZi - d � °oo� � Mk� �,� D o � m�� `�-_=: G� o :�� tV - � �� r I ..�. �- d � m ' " � w - mO ( � II (�"� _� �.. �-1 p� ,ry'� 'N �::..�...- N f'�' ?l I � �N � ��d� ~ _ .Z.7� rn N y�--i 2 �`�� y � o � ,..,..�•.,; � � ;� � A c� z r. rnA �, � -�� -� �-�-T;�� z " cn� � � L� _ � _ _ �� ..:.,..:'....''-...,.< .�S'�,�...�-c .—-�-.s�.c � v�i G� r^V� �_�� m «y m �.:: C � � N 2 � p X ITl X � � G� S Q .. _-.-_ O Cn Z(N � S �m �J' � p� cn-� O �,c�.�_x."".m.�: Z �J m �O T�J GZ'� z GZ'� [%] (n � D �' �X 4 00 M ;�� .zy x r �/��.� Z tV :a y'�j (�n � r � l� � Z N N �,: Q m _. c� m G� W N� � 0o b � � �-TT m0 � V. . -= mm,-. ' Z � O rO � `- � I 4 O "".. �.� d A L_ _O r w �--,� � V C��' �M � �`� _ Li�J - C_-�. 1M� "�- Wu ��_, !�' `�� a �= �__: � � D � O :U ("`�-' �. o� D �-_ --_... w � �� QF �f.?��,�� _ �- : ��° '�� '`'� �=�= - — � . . �� - t:.� _..__ _ _ __ , - c= ;_ I��'�� - E. R�r,�:A.�. ....._ JG��iL;:�,�i'� . ; ' g�„�-,c.F,,-� r I *, / �'�� 7�u� � �,�.,v_ :� �� = �,� � �, � � �,� _ �:i', � �, �,.�," ' , �._ SA�Ebuilt Colc�rada L��.4-n;,-�..::-:.�_ , `,"','`"`°''�"°"' �rall's Front Door oRnw��c No: ASK—D027 4z4o c��rncr/Dc��clnper REFERENCE: 3/A102 Vall Resotts ISSUE: ASI D—Q29 Develo ment Com an DATE: O6/19/07 ncnt�cr,Colnr:ido p p 1 SCALE: 3/8,�—�,-0" ;\ron,Colorndu ORAWN 8Y: 3R � �:_ .. _ _ _ . - _ �. _��l .. - � m _--� x �� .� � ��--_ _'- � °° ��---- -- ►� � ____ - 0 ��' � �_!__. -__-- ��o r �---= __, J� i/-_�'- __,�; o x m x a►� `_� �� o � cn � � - z oz ��/ � c� � G� � � � �� _�--- � .,, � X � c� ° ;=-- - ; z � � � - --- �, o� y D i := Z N L� �° G� �._«�� " _ C� r� ' �' � 0 �.y_-__ __\ � � o �' _ z � --= __, -� N �v----" °o � / --- -% � � �,_f__--�� a ,-- ---- ---% � { -=_"- t—' - � C� � bd � �� Z � I ! I ^ N m � N �^� � I _` � m =v s � _ _` _ . � � i o0 � D � N � � � � � r z T. � I � �� o( ��'/ � \ T � � � �Nj, � cn � D z � �' �, �� „ m � � `�' N��'�E��Q �' � `� o � � � o � � - _ _..� E. RAf��3�L � z rn Z o O o � ' � � � JOH�V�C3U u-' � n = �� 1 � ��C'I ��;�� cn � Q � �`.v.,. Y �. C m ._.�� r� .('w.4 -v,�FE�U��t C.Ca�V �'�f�,.,� ',�.�`a�,. Y�t�O ;�:�j 1� s� . ,� , �---- w" `., . . `.,� � o ..._�__._,.� "�,`<, .-.._. ' ��,: � �«`,;««,,rR��°�� Val��s Front Doo� aw�w�NC No: ASK-D028 4240 �i��ncr�Dc�doP« REFERENCE: 4�A102 �'ail ReSOits ISSUE: A51 D-029 � De�relopment Co�npan- �ATE: 06/t9/07 � sca�: i"=t'-o' l�cnvcr,Culn�nd�� ,-\��oq Ccdoradn DRAWN BY- JR ,v � L� �� \1�� v,� ��..��-��`i� �t;'�.� �I � �,.? ,� ._ . APPLICATION WILL NOT BE ACCEPTE IF INCOMPLETE OR UNSIGNE � Building Permit# r -aUa , ��ii� 9T0.479 2149(1n"spections) � t : �� EVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, piumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Cont actor: Town of Vail Reg. No.: Contact and Phone#'s: l-1� �( ��v� � c� f - A- �.�c� �� C� `!�G a. 8 AT ENTION: "JUE, ,CHARLIE,GREG,CHRIS Contractor Signature�:� ` �---,-.�� ,-�,---.� ��--- COMPL TE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ `�`-�� ELECTRICAL: $ � OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contacf Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com �arcel��# �t�� U �a�� o7 Job Name: Job Address: i t"� , ,`y� I� �� `A� F�.� ��-- � � �� f�� Legal Description Lot: Block: Filing: Subdivision: Owners Name: �� — � Address: Phone: Architect/Designer: � � � Address: Phone: Engineer: � � � Address: �hone: � ` ��d � T�,r �� -�w Work Class: New Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( ) Both( ) Does an EHU exist at this location: Yes( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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( ) FOR OFFICE USE ONLY Other�ees!- `' -Occupancy Group � Acce ted B : Type,:of Construction ( Date,Received ,::-�., �, , � � F,\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 tit' � � ��#inc. �c��c�� Building 13epartm�nt Seivices September 18, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Stair Shops review PERMIT NUMBER: 606-0021 REVISION NUMBER: 14 INTERNAL REF#: 5444 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their engineer and designer stamps. Plans: 4 sheets on shop drawings Plan review fee: $0.00 No additional square footage- No added valuation Sincerely, i Mat hew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.ro.�(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓Z:�Plan Review\Vai1�F'ront Door�B06-0021\tov-b06- 0021.Rev14_FAL.doc ,� ._ TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 08/l6/2007 Legal Description: —�.�--�� v��` Expires . .: O1/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 8,788,000.00 VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144 . 14 24, 936 $3, 594, 275 . 04 STORAGE/LOW HAZ (S2) ZONE 3 VA 71 . 79 8, 170 $586, 524 . 30 REST, BARS, BANQ (A2 ZONE 3 VA 152 . 97 2, 531 $387, 167 . 07 Totals . . . 31, 576 $8, 788, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 *�s*��**�***t***+***+*r**►*►**�►***�e***�**r***t�***�*********v***** FEE SUMMARY t**t*a+***►*►*a******+*****+**+**t*�**+*********�*+***+*►�*e Building------> $34,034.95 Restuarant Plan Review--> $0.oo Total Calculated Fees---> $78,263.87 Plan Check---> $2 2,12 2.7 z Recreation Fee--------------> $2 2,10 3.2 0 Additional Fees-----------> $3,3 3 0.o 0 lmestigation-> $0.00 TOTAL FEES-------------> $78,263.87 Total Permit Fee----------> $81,593.87 W ill Call-----> $3.0 0 Payments-------------------> $81,5 93.8 7 BALANCE DUE---------> $0.00 �+»«�sa***s**.*s*s�*+*►**.+*��*�**��***��*********+++s*�**********aa********x«�******�►*a*****�*r********e:***srr�**r*****r+.:****�+**+**a��*+*�r Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full building permit approved pending apprc �. � other departments . 10/25/2006 cdavis Action: AP REVISIONS APPROVED BY CIA DATE STAMPED 5/4, 02/22/2007 MROYER Action: DN Comment letter tor Revision 3 sent to appl: date. Comments for ASI-009 and ASI-011. Response and revised plans required. 05/23/2007 MROYER Action: PA Rev. 4, IR 4182 : revieweci tire alarm shop c stamps and signatures only. No addit,ional tee due. Plan returned to town 05/23/20� 05/29/2007 MROYER Action: PA Rev. 3/ IR:2599 : Building D Redesign- Appr� ASI-D018- No aciditional square tootage, Increased valuation 300, 000 . 00 . Aciciitiona. due prior to issuance. 05/29/2007 MROYER Action: PA Rev. 5/ IR:4189- To simplity duct routing � penetration was aaaea to the Northwest shatt. No additional valuation or square tc added. Additional $60 plan review fee due. 06/29/2007 MROYER Action: PA Rev. 6/ IR:4499- Approved ASI-D024/ Firepr� completion ot separation. Additional $60 plan review tee. No square tootage aaaea 07/09/2007 EP Action: PA Rev. 7/IR:4682-Approved ASI D-030 . No aaait: valuation. Additional $60 plan review fee due 07/09/2007 EP Action: PA Rev. 8/IR:4683-Approved ASI D-029 . No aaait: valuation. Additional plan review fee of $60 . 07/10/2007 ep Action: PA Rev. 10/IR:4699-Revieweci tor design protess: stamps .No additional valuation. No plan review fee 07/10/2007 ep Action: PA Rev. 9/IR:4696-Reviewed tor design protessic stamps . No additional valuation. No plan review fee. 08/13/2007 ep Action: AP Rev. 11/IR:5081-Approved ASI D-025 . No addit valuation. Additional plan review fee of $120 . 00 . Item: 05400 PLANNING DEPARTMENT 07/03/2006 George Action: PA This partial approval is tor the relocatio� electrical transtormers presently existing in the areas surrounding the skier' s p. 07/14/2006 George Action: AP 02/09/2007 George Action: PA This is a partial approval tor revisions m� plans in response to required building code corrections 04/12/2007 George Action: PA Revision 3 This is a partial approval to a. addition of a window well on the lowest level of the unit. 07/02/2007 George Action: PA This is a partial approval tor an increase height ot the screen wall arounci the mechanical equipment tor the skier services 1 Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure tire alarm and tire spr: permits as retlected in tire sprinkler riser relocation and tire alarm panel relo� plans. Fire alarm panel relocation will require recertitication ot entire system prior tc 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retarciant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rf 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Rooting Moditications-No Comments on plans 11/8/06 12/18/2006 tk Action: AP Approved revision D009 dated 11/10/06 rece: 12/12/06 . Regrading and storm sewer revisions approved. 08/09/2007 tk Action: AP ASI D-025 - No PW issues Item: 05550 ENGINEERING CIVILS �..�+*.*.*..:..�«*.+..�+**,+.*.**�.�.*.+s*.*.*.*+*�*�+«*«.*.*.*+�*+..***..+...**.:�:#++*.*.*�++***.**..*.*�*.*..*«.**.*.*.**:*..*.+****.**.�+...* 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 INSPECT[ON SHALL BE MADE TWENTY-FOUR HOURS E BY TELEPH NE A - T OUR OFFICE FROM 8:00 AM-4 PM. SIGNATURE OF OWNER ONT T OR HI F AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0021 as of 08-16-2007 Status: REVISION ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 08/16/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING'D'- SKIER SERVICES BUILDING Conditions *+*****+**********+***********************************+********************************+**** TOWN OF VAIL, COLORADO Statement *******************+*�*************************�********+*****+********+******************** Statement Number: R070001554 Amount: $2, 076.75 08/16/200711:57 AM Payment Method: Check Init: LC Notation: #56469/Hyder Construction, rev. 7, 8, 9, 10 ----------------------------------------------------------------------------- Permit No: B06-0021 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $81,593.87 This Payment: $2, 076.75 Total ALL Pmts: $81,593 .87 Balance: $0.00 ******************************************************************************+************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 1, 095.00 PF 00100003112300 PLAN CHECK FEES 142.35 PF 00100003112300, PLAN CK - project GFP012 839.40 ----------------------------------------------------------------------------- � '� � � ��II1C. �fl�l��?�i�� Buiiding Department Se�vices Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 July 9, 2007 RE: PROJECT: Front Door ��'W� �'� �8i� PERMIT NUMBER: B06-0021 � �� REVISION NUMBER: 7 INTERNAL REF#: 4682 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed the following documents for compliance with the Town Codes as adopted by the Town of Vail. We find the documents in compliance and recommend approval for construction. Plans: Architectural: ASK D-018, 019, 020, 021, 022, 023 and 024, dated 6/13/07 Structural: SSK-A062rev, A063rev, A064rev, A077rev, dated 6/13/07, A078 dated 6/18/07 Mechanical: MSK-D-002, B-007 and B-008, dated 6/13/07 Plan review fee: $60.00 No additional square footage- No added valuation Sincerely, Matthew Royer Building Official Colorado Inspection Agency P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.rover(�a,coinspect.com Centennial Office: 12503 E.Euclid Drive,Suite 2l0•Centennial,CO 80111 •(303)734-4567�Fax(303)708-1790 Firestone Office: 11409 Business Park Circle,Suite 350•Firestone,CO 80504•(303)774-1388•Fax(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO 80550•(970)686-7511 • I-800-400-1581 •Fax(970)686-9248 Eagle Office: 1286 Chambers Avenue,Suite 101 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(970)328-U90•Fax(970)328-]791 ,_.. , `f cr1�? � u �=c;C1. ��l��- ��t�. ��' �C�c� . � c� a l APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE Buildin�Permit a2 �o �� "�� REVISION TO TOWN OF VAIL BUILDING PER I Separate Permits are required for eiectrical, plumbing, mecha , .! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *� CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: GoN v d � - /� Gr � ��o w C� a g � A TENTION: O ,CHARLIE,GREG,CHRIS Contractor Signature: �� CO PLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ �� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Confact Ea /e Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com , `=.�� al ola8� 0�7 Job Name: A� , �y Job Address: 5 ; �g.,^/� _ Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: Architect/Designer: a Address: Phone: U Engineer: � � e� Address: Phone: REASON FOR REVISIONS: GIA ► � 5��- �r Lwl `i-'ow�s,., I�/�1� Work Class: New Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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 Sys Exist: Yes( ) No ( ) . FOR OFFICE USE ONLY � °:'�Dat�:�te�ived;�� `��.�� "r,�� Perml�:�ee..:�0 .. ,.,.� � ,n � �I�n�#�;�Fe�.�80.;s�..�,.� . �,�� .�'' :��Ci� [i. 'k� �k�y}'S-a�."3#�'�a.��£�a �;i� � a"�� ''i`�� "�1 " �P7z �r 5 �+k ,'� � y�� t�Iia.��. 9�. � �,p'� �f� .�,. p�] . „ �,*ifl+ ,�kE7*',��Y:aR��" f.u;?,m,�l�>�:��r��"�,a,M a��.... „�a.., `�..r wl'� o.d.,, ,. `. �....."�`�,._..>.,t 1'+9:,_� ' '".: � � ,.. ,:.. .�.�,.�� .�,.-, ��Ut$O„�,11�@C��$C1YaS'^ �� "S.'�� '��,�;s �aw �r a � �''� i. � �� ' .,�<� �i , x , f „ . == ,: � . ,. _ _ .-.,�,.� � , . .�� . __.x . _�. . _...,r .., . a z ,. .,_ _ . -' m,,., .` � . . � . �,� ..� ,c.� F:\cdev\FORMS\Permits\Building\building_revision_3-27-2007.doc Page 1 of 2 12/8/2005 u � Questions? Call the Development Review Coordinator at 479-2128 " . � ��,��'� ` Bui/din4 Perniit Submitta/Check/ist Department of Community Development Project Name: �/.�� ✓� I ��.v�� Project Address: � J� vA-�1 L��✓�� ✓ This Check/ist must be comp/eted before a Bui/din4 Permit avv/ication is acce,pted, ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) o Staging plan (4) included (refer to Public Works checklist) No dumpster oarkina or material storaqe allowed on roadwavs and shoulders without written aa�roval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature(All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans(All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: Applicant's Signature: �� / o �� Date of submittal• � aO d "�� V�' Received By: ,,,_, �� . . F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12l8/2005 � SUBMITTAL COVER �� CONSTRUCTION INC. 543 Santa Fe Drive,Denver,Colorado 80204 Phone:(303)825-1313 Fax:(303)825-3223 Email:info@hyderinacom Website:www.hyderinc.com TO: Town of Vail DATE: 6/27/2007 PHONE: ATTENTION: Joe Suther PROJECT: VFD Bldg. D Skier Services HCI Job No. 26009 WE ARE SENDING: SUBMITTED FOR: A TI N TAKEN: � Shop Drawings � Approval ❑ Approved as Submitted ❑ Letter � Your Use ❑ Approved as Noted ❑ Prints LL As Requested ❑ Returned After Loan ❑ Change Order � Review and Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ Sam les SENT VIA: ❑ Returned ❑ Specifications ❑ Attached ❑ Returned for Corrections ❑ Other: ❑ Separate Cover Via: ❑ Submittal Return Date: PACKAGE SUBMITTAL REV. ITEM NO.COPIES DATE ITEM DESCRIPTION STATUS 5 6/27/2007 Title:ASI D-030 jvE�/ Desc: Cooling Tower Location and Orientation Clarification 4 cc: Signed: Zack Ayers Tupper � �, q.z4o ARCH ITECT'S SU PPLEM ENTAL VAIL'S FRONT DOOR INSTRUCTION No. D- 030 To Doug Thompson/ Hyder Construction, Inc. PROJECT NO: 20693.OH 543 Santa Fe Drive issuE�: 06.15.07 Denver, CO 80204 FROM: )ason Ringdahl 303-825-1313 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instruction Title: Building D—Cooling Tower Reason for Change: To further clarify the size of the"cooling tower area well" along with the cooling tower location and arientation. Description of I�istructions: Please note that this will affect the response in RFI B-205,as follows: The"cooling tower area we1P' size is as indicated in the Building D drawings. The walls of the"cooling tower area well"have been raised to accommodate the height of the cooling tower. The raising of these walls has also allowed the removal of the metal grates and some of the beams because the walls are now a minimum of 42"above finished grade. Refer to the attachments. Attachments and Enclosures: Architectural: ASK D-018,ASK D-019,ASK D-020,ASK D-021,ASK D-022,ASK D-023 and ASK D-024,dated 06/13/07. Structural: SSK-A062rev, SSK-A063rev, SSK-A064rev and SSK-A077,dated 06/13/07. SSK-A078,dated 06/18/07. Mechanical: MSK-D-002,MSK-B-007 and MSK-B-008,dated 06/13/07. Copy To: ASI File By. Randy Hart/4240 Neha Khera/4240 Su it to Town of Vail: �YES ❑ NO Rick Caudel/VRDC S. Jarvie Worcester/VRDC Greg L. &Jim N./M&N Engineers �`�� Jay W. &Jake M./ABS Engineers �o� — � �� ,ll�l� � � ��Q� Town of Vai1 O� �c E � SAFEbuilt Colorado �� 42�40 ARCHITECTURE INC 1621 Eighteenth Street Suite 200 Denver,Colorado 80202 The information contained in this message is privileged and confidential intended only for the use of the individual(s)or entiry(ies)named t 303.292.3388 f 303.292.31 I3 above. If the reader of this message is not the intended recipient,you are hereby notifed that any dissemination,distribution,or copying of www.4240architecture.com ihis communication is strictly prohibiled. If you have received this communicalion in error,please notify 42/40 Architecture,Inc.immediately. , � 01�v � �,�� '".,� . / ,>��,. � � � <,� � � E. 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ZZ� � �� t7F�/"�e�,..: ✓1 �I Z � A � _— __—___—p A . _ — — �_O_�� , —_. ___��h fi,�. .�___� � I ( A��cn � �J� �i C .�� w .`.�.�:� � �� I � �N I r*' Z� �`.r- � � � � \ I I ��I � N� I ��.,{., .,,/��,�� n r'7 m O � I � � �r� �� \ ' + � I � � � �� z P N lo DFn � � I I I I � I � I I I I I I I I I I I I I I � — _ � — � J � � I I � � � � '.. � �' VI�WED BY C7 �,q � D p ao:I,:.—: cn ODZ J�I;;:. c0 O Jn t0� J n � 10 � �W �� u�. o � 2oa� m � m = SAFEbuilt Colorado 0 � ar��tie�t of Record a 11� S F r o n t D O O DRAWING N0:AS K D—O21 424o Owner / Developer REFERENCE: 7/A216 Vail Resorts ISSUE: ASI D-030 � Development Company SCALE: 36163/071'-0" Denver, Co Avon, Colorado DRAWN 8Y: JR :U f�l � � OD � OD � (n Z� �� i-Dr :U m : N f� -i O X � � r � y + � � � �r �dt� � m f�Tl � � � Z C7 D ' [n ITl I'Tl� (n I'l � fTl �7 cn r*t c�n � O O rn O � �� N � � � C � _ � -�_-I cCi) m -Ni �= C c� � D c-�cn r r*� -+ � � D � m D C� (7 Z ��*1� v r='l� Z (n O Z � r r � �(n �N v2 z m � v� n � _ � ^ � � � -zi `� o � � c cZi � �, m �:{�.. � . � �,,� I ,..�:;:. o � A^ L�;.�;f..:.. � � \ 1 �" .-(1 U c �-.:: ::;:. 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M D p O C m O � � �D m O C� .�� , . � � � � Z x c�i> I v� �m� m m cn r,,�,�.. � � � oo� m � Zo = C � m � �� ' � N D � C �M�l�:L '. 2 � m Z t!'1a� i;�--`t'"E:�� O � �O Z m Z � aJ"..r� i'�,�...�.✓c � Z n r 2 TI � I� .Zm) Z7 i r � ,� � p�2fl0�'" N � e �l � ��/" '��✓ /, F.- SAF �1� ;; , , db'� �'��, Architect of Record a i 1' ti7 F r o n t �Q Q ��+w�NC No: AS K D—0 2 2 4240 0�►ner / Developer REFERENCE: 1/A501 Vail Resorts ISSUE: ASI D-030 Develo ment Com an �� o�is/o� Denver, Colorado P P y SCALE: 3 4" = t'-0" Avon, Colorado DRAWN BV: JR D� D� .-.m -n r�Tt r D � � O—{ �D r �O -i0 m r Z X f�Tl Z � y �� "OO �r i �r�*t c cn � m � rTi m z m� o �C� �C� n D = � m �1 < �� O m O m � r�t � C� � m � � � -Ni �o �o vN � � p z � m cn� O ?t= ?t� o � � � m �� Z �o �� m � = c� � N �n °I? m � � z N D ,� � (7 AM � �O � � m c� +N�m � � f�Tl D f�Tl m � � W �I'ZTI � � �r � D � � �m �y � Z � � n ,-1 � � m- m m oH ~ ; � � ,_..... ; y � ,! � � ' I � –'-,,� r � - - - � ' — – �� , � -� � � ,\� ,�' %��'� % � �'% � \ � % � �. % �,�� -% � � > '`' \\ �r O . � ,; � \ � ,, � �, � , ; , , �, � o „ . _ . . _ . _ �� x ^ . y � �\ �, r � � � O �.' m D � � :: , —I �*t � H _..,_.: � m r � � � n �� _. O �1 D .Z7 fT1 � �7 .l7 �� r*i m z c� o � z, z �3 � � m �N �o� -� � o : o : � � cZn m � m n m cDi � co C W N �O �O � � � D = C7(A C�(n Q� C��;.j v0 Z Z �� , Aa,a^ � z m c> c c� c c� r�, ,�ir� ,;�� REVI�WED B E. ��'�,� — ,��-,�;o�� i^.�}f !;�: JUL 0 9 2�07 � ��-�`��-� ,��`? ;` .��:, .,. �;,,�� f� ,: SAFEbuilt Colorado � - Architect of Record a i 1' S F r o n t �� o�w�NC No: AS K D—0 2 3 424o Ovner / Developer REFERENCE 4/A501 Vail Resorts ISSUE: ASI D-030 Development Company � o�i3/o�,_o� Denver, Colorado Avon, Colorado DRAWN BY: JR j III ',II III� II:'� II I -- �� { � ��_4�/2^ I I _ t ) — y� �-C-{:..- � � f.. I � ; � � �t � Oq. � �t �' �. ' -� �. �-` � I € ` - <t�r�-�, } � �� s�y � �[ r I l � �� .. I J 1 j j � y � , � � ,. I � � f � � �.��, '�� r- � � � y , � 5 ,>� Ii � J �-t_ I � �:i� �. � � t — , . _ �.... ,� ( � ; ; ; � � - N O I � �v� �.� ,.� , O 00.�1 oy I �� O� x � f �� ; , - , � �� ' I � ( N �� ¥ i � I I ' t �€ � r I I _5 F � �'� i / f. y � � ; �. I I � � � . � � , ,� � �r � " �� , o. : ; {. �� I _ ,,, � � � � � , ; — o� � � � ,,� ` �� , �� J -�� ..� i c �� Q� ��` .<`��. 0 I �, � � �� '` �3 .� �. � � I � _i� ��-� �. ;� , � , , �., �� (!, � � ' -- - ^ '�' I � , , �� . �, [�.. ,:�;� �: ,�, , ,� , � ,�� I � _ � '�� s� ��.,,�J I � � � r 8"'+�"'"d n .*� I S�: 1 l_: �.. / ti�u6✓ua�..W�� -�..,'°� � ,>�r . l (�� c { � � �, � �: �- a �-z ,_ —I — f � � ij;`�. :. �: � �_ ~� � � f , �, f, ' � - ,i ,.• �i t. �13 � W n i I � O � �l �� .. o Z �_9 � 1 �f�-� [ N c� � � � � � � ,a s ; 1 � _� � ��vc�wEO aY r,., >�; ,�) , � l ,, � 1 � � � � � ,�' � �1 �, � � � < < �:� � � �-j � Jll� � � �C1�?' i � �'' �-' I r — SAFEbuilt Colarada ( ��te�t of Record a i 1' s F r o n t D o 0 or�wiNC No: AS K D—0 2 4 424o Owner / Developer REFERENCE: 2/A201 Vail Resorts ISSUE: ASI D-030 � Develo ment Com an u��: oe i3/o� Denver, Co P P y �' � 8� — � —�� Avon, Colorado DRAWN BY: JR T :. � / ` , �■'�- ?' i A51 A006 � >. �� Y 1 .. �.� �� I �� / � � ; � � , p , � , i � �✓�1� \\ 8156'-b" �,+'' �'_ \ i IOP OF � �'/ � � / ��BEAM 8184 "t O � RE� � � GMU i i \ \ D D GOOLIN6 FLOOR AN WP`�- � � � TOWER 8176'-I"�\ f ' � � k�': � i �� TOP OF GONG. 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' �- / . . 1 � � • �� , � S� � � � JUI. � q 2007 �� w:� .:: .�.do�d, �� ?c�}Ci - .�,�r��p 0.� SAFEbUilt Colorado '��„r,F.£,��_ — tl�clureaofRecoxd Vails Front Door DRAWING N0: SSK—AO�pZ�lV 424o B��g REfERENCE:S�O� Ownet/Dwdopec 15SUE:AS l n�O g0 �� Vail Resorts DATE:p�,/��(z.00� Develo ment Com ari SCALE: �,ti": �:p« Denvcr,Coloredo p P Y DRAWN BY: �M L Avon,Colorado h ',. -� �0•8 � � � � � , \ , \ ` `'o, � �3 / 30 � � � �`" / T P OF WALL BEAM = 8i85�� 8" G GOOL I N6 ` \ WALL TOWER � � i ^ N , � �� rl �A'( �,b� � � _ � ��' , �,�� J �►`�°��` � �'� L� � � o, � d` o 0 �o� � �3 \ \ \ O '� \ � ,'�Od�g1��Yiber � e>'�� NALD;, , ��°`'�� '' ��,"" j`?`r, � ` Q , y��:' ^�s � � .S � ,'� � i..:' I�EVIEWED �Y ='� � �'`::'"` � ,,' .� :�,�..a,�. ��°�. C 00 I .. � � ' '>i sF/,�eRC�L�^ � � �O�� JUL 0 � 20G7 �0�� ii8°=r-o° �o �T — AeciuuecofRccozd Vails Front Door oRAw�NC No: SSK—p�p�,3�e,, 4�4� B��g Ownec/Devdopa REFERENCE:g��$ ISSUE:AS� O�OSO ---�-�� Vail Resorts DA7E:O fe(13/ZOO} nmo�coio�ao Development Company sca�E: y�,•: �•.o a Avon,Colondo DRAWN BY: GM4 • �' v. . ' • � ^ �►- +��,o � � o.�1, �,,,�.� � , � � ,n � s � v- c a � �—,�� .� - � � � �,.� � � � ° �-� � 3'�� -� _° � �, ' -� � et � � �c�� 4� ��$ ' � �.,� �► 3 � �� f`n. V�1 � V3� '7' }—�Q � k � � ...� � C O r ..J � � � � ��L ��CL � � J p W �. 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RE� PLAN i � i L 4X4X3/8XI'2" � � � I (2) 3/4" BOLTS � i i i i i � i i i il � � 1 I � � � I O O i i I � I'-O" BOND BEAI � � � � i WITH (�)—�5 GON I 1 ' � I I 8" BOND BEAM i WITH (�)-�5 GONT. � i RE� PLAN EMBED PLATE I/�"X8"XI'-4" � � WITH (�) 5/8"m � � � I H.A.S. i STONE VENEER . .••• RE�ARGH. � • • . . ,• ,�. 8" AGGU5TIG GMU • �'• ' WITH +�6 VERTIGAL . • �° ' AT I'-8" WITH IN '• • . —�'x""'��x••� •• .' r----�--�---� FULLY GROUTED . . GELLS .� � ,. � • . , a , '': S � C � I Ol�l 12 .:.•.��:.,,... ..: E� BUILDIN6 A �� FOR WALLBEA� 3/4" = i'-O" o�N��`se,i REINFORGEMENT ��V��WED BY .�`w.•- �s�R�'°."�p"r,. • '�. . Fp ., �c• , :� U 4,��,,, U � L U�1 •�" �;o�'�� 'Q . �-/4t+s l� :��`. SAFEbuilt Colorado ��"�:��'°°"'°""'"��P{�e.. . �. C)�d,��•,,x . .y`�9F}�,�qp�.. ' ��ttof,�ta Vails Front Door DRAWING N0: SSK—A O��' 424o B,��g Ownec/Dcvdo er REFERENCE:�3�5 p iSSUE:�tS1 O-030 ��. Vail Resorts DATE:o f��3�2a0� Develo ment Com an sCALE:'s/ � c i=pp Dmvcc,Colo�ado p p y DRAWN BY: �ry V Avon,Colorrdo ; , ' . 1, ` f ; S�A� 1, ^�rtf� , d; s1�b ►�� ..�:t� a- t�: � `�L �tl �,,� c�rc� , : �` �� v..d,.-�;�r .'� �ee�. ,^ '7j ; M� r� `� �j \ r f � � �" $1"T. .Two�z] lo[a�'i'0»�j. ; _ . ; �j , �+QT wtl n o�..astl.' '�n:��j ' k - sr x . lf � ..�.;_+ Y: ':.� : � ;.,. �_�,� r+—..� �,. '.�....��.--°�.,.,�..m�_._..- ...—,,.__� t ._, r f --°°---� --� ; : � ! 4 ; , , . _ _ I � � ' ` ` � ' _ ; � [2� L. �„ 6x '/z. ' ! , ; ; �: Mcc.4�► �, � � . . -�Est�s; 'o��.o�'�`.,�,�5 . ... �. ��, . . . , . ` .. ;I..-.."'�i__.�^^._: ��a'�.1 f�*;.t ...�'}u�+-. .'. . . \, ' ; �r?; '�l c+.,, ': . , ��1��0*:.�..w��y (('Ji`O r . , � , . �d{' o.S� : d� !7!� ��S�Jr ' :. :�f f.' 1 �„N"--�r""t . ' : ' _ � �.�tQ. P` �C!.'t ' 1` _ ��t�ax:.,,,a�t�r 5�� e;�.'�arc t.�� aru,,:.�, �,nn.t��,1�}ori.�, ! 'e��1' oT G�� 5.5 ' ', ;F. ! ;`�il�-Ca'k t�`� -�' '�ppr `�e��,`. . _ . ' ' MF t� ^;[Q; 1 _ ! ' ; Atp� ; O , �.... _ _ , ; , ; ; , • � Q . R��.y� _ ' REVIEWED; B�l . : , . �u� o � Zaa7 �:� 4 ` . ONA F, • ��° �Q,�`�.;`y�� SAFEbui it Colorado — �"'� �� ,��oE�� Vails Bwr�o�n�t Door p�AWING N0: SSK— ��' 4�O o�in�gcr REF£REMCE:Sro, (e�or,. a� p 155UE:ASl D-O;o � Vail ResOtts DATEc(�/�`E I20o�. n��,� Developmenc Company DRAWN ABY:U M� Avoq Calondo . �`' � �2 �� -D-4 � � 22 � � ,�• �GP N � � � N � � - A5-D-2 \ Q ' � � r Q � � � O �.� '�, � cv '> �f > ; O < i'<� � BI'-D-6 � .: `�',, D— � � � Q � `� � - o �� fY ` � �� ' IS 5MP-D-I � _I 23 21 �. � �� 1r'" � ��'' -D-I II � 24 � /�u�` � / I6 � 15 , �,,;ttss.��s,�r,- � � , �,,. S ��C� �C �'�'��-s. � �� \\\``, �• SD��ft'^�}} -'�'•�. � q.�. �� ` v i��,6G �,s_ N ` � �� , ``, O � c., 6�,:; O - ° ` . � Y a Q ro0 W m �, �,,., � 2t'j � °,L,i: •m a:(�,' � ��. s � `�:: � f�51—`43O '� �ir/��0r��on u�t�C��\,�: _ v W W 1 ENLARGED B�ILER ROOM MECHANICAL PLAN � ��VI�WED BY � � %' Jl1l. 0 � �007 0 � � � m � 25 6" GS/R THRU WALL INTO GOOLING TO , . . m B 5ET FOR GONTINUATION. �� 26 6" G5/R DOWN THRU 3-HOUR FLOOR. FIRE GAULK A5 REQUIRED. RE: '°`SI-D 30 O MI03 IN BLDG. B SET FOR GONTINUATION. � Q_ � "r°h't°°` °_ �°�" ail's Front Doo DRAWING N0: MSK-n-ooz ��' I D��P� REFERENCE: MO10-BUILDING_D z 4 4� Vail Resorts issuE: ASI-D030_CT-B-1_CHG. � Develo ment Com an �T� 8I13/07 —� nen.�, c�nao s on� coionao p y ow►��eir: ,�nw �._�. � � � � �:��`,`,,� ,,,'��.� � ♦ � ♦ � �!' �. � � ` � ` �I , �� ` � � ��` �� a�. � �: . `1 .�� ,• � .;•:�;, ��`i\ ��- � ;... :�.� .��!.� � :.. ��,. 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Q1, �o � � r�u �n��ti`v`�� 1 PARTIAL SITE PLAN- � DING � m 0 � � �; 5 6" G5/R INTO MEGH. ROOM. RE: 5HE T M 10 IN BLDG. D 5ET OR GONTINUATION. � SAFEbuiit Colorado � �51 D 30 � Q_ � a�+,� or x�o�a • ' DRAWING N0: MSK—B-008 x° ail s Front Doo Owner / De�eloper REFERENCE: M104—BUILDING� z 424 Vail Reeorts ISSUE: ASI—D030_CT—B-1_CHG. QATE: 6/13/07 ►u Development Company �: ��s•-��-o• J Danver, Colorado A�on. Colorado DRAWN BY: JAW l� � � a� F� � built��. ��.�� Buitdtng Department Senrices Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 July 9, 2007 RE: PROJECT: Front Door PERMIT NUMBER: B06-0021 7��wn of Vail REVISION NUMBER: 8 � INTERNAL REF#: 4683 �� ADDRESS: 151 Vail Lane � Dear Mr. Davis: SAFEbuilt Colorado has reviewed the following documents for compliance with the Town Codes as adopted by the Town of Vail. We find the documents in compliance and recommend approval for construction. Plans: ASK D-025, ASK D-026, ASK D-027 and ASK D-028; 2 hr horizontal membrane assembly Plan review fee: $60.00 No additional square footage- No added valuation Sincerely, �`�� Matthew Royer Building Official Colorado Inspection Agency P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.ro,�(a�coinspect.com Centennial Office: 12503 E.Euclid Drive,Suite 210•Centennial,CO 80111 •(303)734-4567�Fax(303)708-1790 Firestone Office: 11409 Business Park Circle,Suite 350•Firestone,CO 80504•(303)774-1388•Fax(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO 80550•(970)686-7511 • 1-800-400-1581 •Fax(970)686-9248 Eagle Office: 1286 Chambers Avenue,Suite 101 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(970)328-1790•Fax(970)328-1791 � � �� ° . � J �---� �-_ -�, APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE ;-�� Buildin Permit#: 0� "0�� ,� ,�� ;, � . �.�.� � � � `��!�� REVISION TO TOWN OF VAIL BUILDING PERMIT �,!�� Separate Permits are required for electrical, plumbing, mechanical, etc.! � 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: � .a,, o _ �-r � �l�� asl3 ATTENTION: JOE,JR,CHARLIE,GREG,CHRIS Contractor Signature: � � COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor&Materials REVISED AMOUNT: $ �� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel#Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com �� a, l� ] � g �� l v ,� Job Name: V'� � 1/ Job Address: � S V�-v ��.L-- Legal Description Lot: Block: Filing: Subdivision: Owners Name: �� S� Address: Phone: Architect/Designer:` a `!� Address: Phone: Engineer: Address: Phone: 6✓ � �/ REASON FOR REVISIONS: v;�� Gc SsA� r'z- �� Work Class: New Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Inter or( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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( ) *****FOR OFFICE USE ONLY t?a��e�v�dx� � �� . �� a� �� Perm�#��e 1fl ��n F ��: � � �'1an��k��+�e , �� , ', ��'� (y,�/�Ap � �x � ��.�� y�.a� 'R� � 3:, � � � � � �> Plan C�k�'�e�8��' ` ' � � : � �' a�� r's1Y��f�`I��4� � Y 1��& � �"y�d ��1��l�� "� �, �,'f' ��€ '�. �� 5" f". " P 1 4 . , � Y ^w y c � � r �� t"t '°y, � n� �`�t,�+ �,��°* �`'=i��q��"" s �°'� � Ou#sor�r�eciTerrr�s � �� " �_k�� „�, . .. . � �� ,. . :.�, „ �, .,. M .. . � _ . � .H - k.a. n � . U�� , ,., ,,; , . �f.�.,. ., .-. . °�. . � . F:\cdev\FORMS\Permits\Building\building_revision_3-27-2007.doc Page 1 of 2 12/8/2005 i •u , r Questions? Call the Development Review Coordinator at 479-2128 . t ��f��"'�� ' Bui/din4 Permit Submitta/Check/ist Department of Community Development Project Name: V�%� FYw+� �au-f/ � Project Address: _ � s � Ui�-z"( �dln�-�- ✓ This Check/ist must be comp/eted before a Bui/ding Permit app/ication is accepted, ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan (4) included (refer to Public Works checklist) No dumpster,parkina or material storaae allowed on roadways and shoulders without written a�nroval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature(All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: Applicant's Signature: `� 'fl �(�-� Date of submittal: � �� o� Received By: F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12/8/2005 � � --" SUBMITTAL COVER � iYDEI� ��QNSTRUCTION INC. 543 Santa Fe Drive,Denver,Colorado 80204 Phone:(303)825-1313 Fax:(303)825-3223 Email:info@hyderinc.com Website:www.hyderinc.com TO• Town of Vail DATE: 6/27/2007 PHONE: ATTENTION: Joe Suther PROJECT: VFD Bldg. D Skier Services HCI Job No. 26009 WE ARE ENDING: SUBMITTED FOR: ACTION TAKEN: � Shop Drawings � Approval ❑ Approved as Submitted ❑ Letter � Your Use ❑ Approved as Noted ❑ Prints � As Requested ❑ Returned After Loan ❑ Change Order � Review and Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ Sam ]es SENT VIA: ❑ Returned ❑ Specifications ❑ Attached ❑ Retumed for Corrections ❑ Other: ❑ Separate Cover Via: ❑ Submittal Return Date: PACKAGE SUBMITTAL REV. ITEM NO.COPIES DATE ITEM DESCRIPTION STATUS 5 6/27/2007 Title:ASI D-029 NEW Desc:Fire Seperation for"abandoned" Stair cc: Signed: Zack Ayers Tupper . . �to - �c)�t h �424o Town of Vail �� O��ICE �PY ARCHITECT'S SUPPLEMENTAL VAIL'SFRONTDOOR INSTRUCTION No. D- o2g T� Doug Thompson / Hyder Construction, IIIC. PROJECT NO: 20693.OH 543 Santa Fe Drive issuEO: 06.19.07 Denver, CO 80204 FROM: Jason Ringdahl 303-825-1313 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instruction Title: Building D—Storage D068 fire rating Reason for Change: To provide the necessary fire separation and system. Description of Instructions: In the past there was a concrete stair that went from One Vail Place's lower level up to the main level at this location. Since then the stair was"abandoned" and wood framing was installed above at the main level. After further review during demolition it was discovered that there was no fire separation between the lower level and main level. We are proposing the installation of a two-hour rated horizontal membrane assembly to provide the necessary separation between the two existing levels. In addition, if the existing sprinkler system is not serving this room then extend a line into the space and provide the necessary protection. Refer to the attachment for information. Attachments and Enclosures: ASK D-025,ASK D-026,ASK D-027 and ASK D-028,dated 06/19/07. Copy To: ASI File By. Randy Hart/4240 Neha Khera/4240 Sub it to Town of Vail: �YES ❑ NO Rick Caudel/VRDC S.Jarvie Worcester/VRDC Steve Rondinelli/BCER 42�40 ARCHITECTURE INC 1621 Eighteenth Street Suite 200 Denver,Colorado 80202 The information contained in this message is privileged and confidential intended only for the use of the individual(s)or entity(ies)named t 303.2923388 f 303.29231 13 above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distri6ution,or copying of www.4240architecture.com this communication is strictly prohibited. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately. �F�ee�`-. . . � � ��;��;?`,�. � �� , �� . E. Rr^•.��;�:°l�L J�'r-;i`m�u�l �.:n,'..;"�i�� 1 �ti�4++.y"1r' "\ Y , � CARPE 3 3•1 ��°t 4 ' ��;1� � � 16.1 6.2 ppS 2.4 �ARPE 0 s.2 � � � O �GE.� 2.5 �.___._ wOMEN 2� 21 6.2 ./'"`d'1 19 ( .d''"''� S IN� ��NCR�E GRMAN� 6.2 EX�ST T ARE � 5.��RS THA 3 "INAGTNE�„L��E-��T"' 20 EX1571NGp�SM�p, THAT 1`(P N�WQR R T� WAS FILLE� — 1 6 WpO�.�R��lON ��r�� 1 1 UP 3.1 �� 1 ' 1 � � � � I� k� 62 �s 32 � � 3.1 2.4 CARPET .1 1l S10R �HpOL �HONE � 6� 1� SK�Q�KERS � 3.1 1V.� �T �V.� N 1 EXISTING ONE VAIL PLACE —p DEMO PLAN �r�h,««°rR°�°,�{ Vail�s Front Door DRAWING N0: ASK D—O2�J 424o O�cncr/Dcvcloper REFERENCE: 1�D101 Vail Resorts ISSUE: ASI D-029 —� DATE: 6/19/07 Development Compan}� SCnLE: t/8" = t'-o" Dcnccit Colorado :Avoq Colorado DRAWN BY: JR �� p� G��9� c.,�� E. RA{�!C:�L J�?'ri��3�1 �� . � �� 4�� 4`� �,��t� � �� `� �„�_ �� GARA�E � �k ,� I 1 pp63 pMEN � _� oo5g pp42 � �- � STORA�E oon�2 p05g 1 A E �z.�'-� n � i u �°6 � � � 1 �-�� _ "li9'i s o°�`, 7 A�02 14'- 65e �ORR��R � 4'-5„ ° 5� p040 �N�N � 06 GG _� 2� N'DO�1 o�g 5 50 1-�CKER� H E � (15 ��4„wX�8"d� ROOM FEC-1 Ho_N� ° � � � 4 � �a11GN _�—�r-�� _� . N 1 SKIER SERVICES FLOOR PLAN - LOWER LEVEL NORTH DF1'70 EL•8170 ;Architcc[ofRccord V /]��` ��'��t �� RAW�NG N�: �"-��—�.1��`-' LL 1 v 1 4�� <��ncr/Dc��duper REFERENCE: 1�A102 �'ail Resorts ISSUE: ASI D-029 �— DATE: 0�19/07 �� Development Compan�� SCA�E: 1 8"=1'-0" Dcnrcr,Colnrado :Acon,Colorudo �fZ/lWN BY: �R Y 4� ��l� ��, ��''�. ° ��' �� : C ^ � :::, s...: ... � - ,a�.. ,�..� :.,,. ,r�,. . ,�b,.:-. �,�- �'-',. �� ' :i f: ��}°Y�� ; F L �'* r�� ..",� �,, f°''.. s �.�::1:..�a�� - �. / . �o�m �,�. � ., %,., �,� moax < d,s�, )/: ^: � �A�� ,vz,_ `,��q f . .. is':!. � � "'� (7 Z i Ey \ �4�". 5 �.� �� t � O o�'o" �� R. / � O � o o" ,, �- - � � D m�� '� ' � G� r"� o �° fTl D �� f � D � m I N \�j ��" �O � ', II � �' a� ��:.s ��',. �"x,_ � �`� ?: �X � I I I N � � � N 'v i e �' ' A Z j� \= O y,,.� �` G� � N � � A �J � Z � � � � b � �� : �; O 47 N � N � � �; Z � � � ,�"'�. e�,. . .a�: a m ('J N D � \� �X f�T1X ,� . ��; . ��,:. . r.,, , ' `�� :. C GC7 2 ^'p p V1 ZN � o v m � � .::..,..<-,r- �� N� �' 6 o z o z �A c� m c� O ��',�.= Z N N I� ? �N o 00 !�/ � � S r Z x C7 f � '•:� � � � m _:...::� � Z= H"� z � N mc� m <no � � � �� Z �� Z ' J' rm- O C) � '� O TI � I o r � � O �:` � O I A r �' � � � � .. ,�� . � � _ — � �� D � O :C] `�' o� D � : W G� ., � m � � „ .:..�. �,.�: � : � � -� � �= '� '�� r: , � :.: ��: � - �,a �«h�««°fR«°�� Vail�s Front Door oRa,wwc No: ASK—D027 4�� (h`�nc'/Dcveloper REFERENCE: 3/A102 Vail Resoits iSSUE: ASI D-029 DATE: 06 19/07 �� Deaelopment Company scn�E: 3�"=�'-o" Dcnver,Colorado ;A��an,Colorado Dfu1WN �(: �R +� r ." .... :. K - � " �,�t` �� h:.� /� YQ �a�i . �e '� �. �;�r�l+'�.��?.� }y .� -- : J�i-i�',�,,.��J __ �"�' %'��,`� ��. m /� l� ..°�, N -' ��t �..� � , . � Z __/ ��b��+f' � �� K�! ,� ,�� - .��.�� _ o �_ 7�� z - -- D`v � r I D � ` m ;� r � � �" II Q r ��\ � X f�TIX 'O� ��... p -N--i N -N-I � ��` Z O Z � �_- � G7 rZT1 C.7 � Q O ��i__ � X p Oo � O� � / � �Z N � � �J �j N � � � � � � O m � �1 � W _' Z � ;i� . t� � �- r � ,,% o � -- - / �l � (_,_, - � /_ r � t� � �' � o� ^ N Z 2 m � iv I I n I � m � m � =� � _ I � O _ C/) D TDI N n � � � . � r Z ^ T rn I � � o � � TI C�i') � � � v m �J � (.Z/) y m\� � � � C C � N O � � � � o m m � � � O Z m Z I � rj z --� U� D cD = � � � o � o � � rZ c-> m � � D Z D � m Z W m o r D Z77 ��«�,�««°rR«°r<� Vail�s Front Door oRAw�NC No: ASK—D028 4�� O��ncr/Dc��clopa� REFERENCE: 4�A102 Vail Resorts ISSUE: ASI D-029 �ATE: O6/19/07 �� Development Companj� SCA�E: t"=1'-0" Denvcr,Culoraclo :Aeon,Colorado D�1WN BY: �R � : � ��N �� l,t 1�t �s � �_ � ��. ��:�e.��-� Buitdfng Department 5ervices July 10, 2007 ��w� �f Vail v� �� Charlie Davis Pr Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door PERMIT NUMBER: B06-0021 REVISION NUMBER: 9 INTERNAL REF#: 4696 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed the following documents for designer stamps and approvals. Plans: Steel stair shop drawings. D S01 Plan review fee: $0.00 No additional square footage- No added valuation Sincerely, Matthew Royer Building Official Safebuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.rover(a�safebuilt.com Centennial Office: ]2503 E.Euclid Drive,Suite 210•Centennial,CO 80111 •(303)734-4567•Fax(303)708-1790 Firestone Office: 11409 Business Park Circle,Suite 350•Firestone,CO 80504•(303)774-1388•Fax(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO 80550•(970)686-7511 • 1-800-400-1581 •Faac(970)686-9248 Eagle Office: 1286 Chambers Avenue,Suite 101 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(970)328-1790•Fax(970)328-1791 l r �vSUBMITTAL COVER 1 �� CQNSTRUCTION INC. 543 Santa Fe Drive,Denver,Colorado 80204 Phone:(303)825-1313 Fax:(303)825-3223 Email:info@hyderinc.com Website:www.hyderinc.com TO: Town of Vail DATE: 6/28/2007 PHONE: ATTENTION: Joe Suther PROJECT: VFD Bldg. D Skier Services HCI Job No. 26009 WE ARE SENDING: SUBMITTED FOR• A TI N TAKEN: � Shop Drawings � Approval ❑ Approved as Submitted ❑ Letter � Your Use ❑ Approved as Noted ❑ Prints � As Requested ❑ Returned After Loan ❑ Change Order � Review and Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ Sam les SENT VIA: ❑ Retumed ❑ Specifications ❑ Attached ❑ Returned for Corrections ❑ Other: ❑ Separate Cover Via: ❑ Submittal Return Date: PACKAGE SUBMITTAL REV. ITEM NO.COPIES DATE ITEM DESCRIPTION STATUS 5 6/28/2007 Title: Stair Shops NEW Desc: Stair DSO1 cc: Signed: Zack Ayers Tupper � � � � . � C� j t � � JU�V �=° 200� / � \ APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE /� ,�' Buildin Permit#: �� ""�°�I r , �� '�„� .�.� � P�s�'�� /`�c��. ��.�� REVISION TO TOWN OF VAIL BUILDING PERMIT ��-�Id�- Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: u.� o -/� n � �- a e► A TENTION: JOE,JR,CHARLIE,GREG,CHRIS Contractor Signature: �� COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ �� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Confact Ea /e Count Assessors Office at 970-328-8640 or visit www.ea le-count .com . �� a � b� 0 4�Z� �a Job Name: U�� Job Address: � �/ ��-,`' �,�,G_ Legal Description Lot: Block: Filing: Subdivision: Owners Name: �r- Address: Phone: e' Architect/Designerya � Address: Phone: � Engineer�� Address: Phone: REASON FOR REVISIONS: I�� S r�- '� 5� � r�k/% S � �B � Work Class: New( Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Inter'or( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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( ) FOR OFFICE USE ONLY Dat+��ece��ed�� " � Rermjt��e �0 r=& � ,� r � k �lan Ck�e� 8p �T � � �� , , f � �� , � � ,� A��R��B�.� � ��,��;;�x'�, �� 'errr��t�'.e��17) =w 's��>�..� .�:� �'lan Ckfee{��) ,,� � .�� ..� 4utsou��dMTerm"s ��. � �� , � � � r � � � ' %�r� � � F:\cdev\FORMS\Permits\Building\building_revision_3-27-2007.doc Page 1 of 2 12/8l2005 u - , .► Questions? Call the Development Review Coordinator at 479-2128 . t ��"�'� � Bui/dinQ Permit Submitta/ Check/ist Department of Community Development Project Name: V i� �zR�Y^ Project Address: � �t V�'�� ✓Ti ✓ This Check/ist must be comp/eted before a Bui/din4 Permit avv/ication is accepteal, ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan (4) included (refer to Public Works checklist) No dumpster,aarking or material stora4e allowed on roadwavs and shoulders without written auproval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature (All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans(All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: � �Z--�__.__ Applicant's Signature: Date of submittal:� �� Received By: F:\cdev\FORMS\Permits\Buildinglbuilding_revision_11-23-2005.doc Page 2 of 2 12/8/2005 � ° � , � .m� sR-� �= �: bu�l#��,�. �wc�t��;� c�� Building Department Services July 10, 2007 To C� �n°f V$• � �I . . �� Charlie Davis � � Chief Buildin Official Town of Vail � 9 � � p 75 South Fronta e Road � 9 Vail, CO 81657 RE: PROJECT: Front Door PERMIT NUMBER: B06-0021 REVISION NUMBER: 10 INTERNAL REF#: 4699 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed the following documents for designer stamps and approvals. Plans: Steel stair shop drawings. D S02 Plan review fee: $0.00 No additional square footage- No added valuation Sincerely, �i'� Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.rover(�a,SAFEbuilt.com Centennial Office: 12503 E.Euclid Drive,Suite 210•Centennial,CO 8011 I •(303)734-4567•Fax(303)70H-1790 Firestone Office: 11409 Business Park Circle,Suite 350•Firestone,CO 80504•(303)774-1388•Fax(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO 80550•(970)686-7511 • I-804-400-1581 •Fax(970)686-9248 Eagle Office: 1286 Chambers Avenue,Suite 101 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(970)328-1790•Fax(970)328-1791 , ��,�,� � � J � � -}- I3 � �- 1�-�' � � '' /�r��`� , � , APPLIc:ATiON WILL NuT BE ACCEPTED IF INCOMPL�TE OR UNSIGNE t;` C"�(..�' �� `, , Buildin Permit#: � �d� � � � ��.� � �,,,�.:; � ��.��;�� , a, <) � �'�� REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION Generai Contractor: Town of Vail Reg. No.: Contact and Phone#'s: d( �i,,. � p�I �/�- GY °1 �!'7G ��13 A TENTION: JOE,JR,CHARLIE,GREG,CHRIS Contractor Signature: ��_ --� CO LETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ �''' ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea /e Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com �� , la ( v � 2�.l0� Job Name: V�,, �� Job Address: '�' � �„ Legal Description Lot: Block: Filing: Subdivision: Owners Name: S�� Address: Phone: � ArchitecUDesigner: � ``p Address: Phone: Engineer: Address: Phone: /�w/9c- $ w!/d REASON FOR REVISIONS: ��s�� 1� -�r� � w� Work Class: New Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) 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( ) FOR OFFICE USE ONLY*'"ti"` °;Dat�-��+c;��d. : � Perm�t'f�e '�;0 .� � Plan Ck Fee 8D � # � � � � �� h��,��,��;�� 'errn�"��e��('I1) ��p f� , �� ,Plan Ck��e{8�;� � �� , � , �Q��t�YiF��r�`��.��.�'� � s .s,,,,.� ; z.� i � r ��. a ttn ` �,ti h � F:\cdev\FORMS\Permits\Building\building_revision_3-27-2007.doc Page 1 of 2 12/8/2005 _ _ _ __ _ �� . 1 ' ' , Questions? Call the Development Review C�ordinator at 479-2128 '` . � "��'� � Bui/dinq Permit Submitta/Check/ist Department of Community Development Project Name• Y �'+ �� Project Address: l�'I V�` � !�1�✓.1,-- ✓ This Check/ist must be comp/eted before a Bui/ding Permit app/ication is accepted. ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan (4) included (refer to Public Works checklist) No dumpster,parking or material stora4e allowed on roadways and shoulders without written approval ❑ Asbestos test and resutts submitted if demolition is occurring ❑ Architect stamp and signature(All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: Applicant's Signature: Date of submittal: � a� o� Received By: F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12/8/2005 �l,/�\�'J� Fee Items- B06-0021 �v��--� c�-��-7:06 07/11/2007 Item# Description Fee Amount Pmt Amount Balance Account code 10 BUILDING PERMIT FEES $10,215.59 $9,887.09 $328.50 BP 00100003111100 11 BLDG PERMIT FEES- $23,819.36 $23,052.86 $766.50 BP 00100003111100 GFP012 80 PLAN CHECK FEES $4,428.34 $4,285.99 $142.35 PF 00100003112300 81 PLAN CK-project GFP012 $21,024.38 $20,184.98 $839.40 PF 00100003112300, GFP012 140 RECREATION FEES $22,103.20 $22,103.20 $0.00 RF 11100003112700 150 WILL CALL INSPECTION $3.00 $3.00 $0.00 WC FEE 00100003112800 160 RESTAURANT PLAN $0.00 $0.00 $0.00 FS 00100003112400 REVIEW 1210 INVESTIGATION FEE $0.00 $0.00 $0.00 PN 00100003153000 BLDG Total Rows:8 —�a\,,L,,� ��S`�'�e�- fi7r�I�.�'i' 'Lp�'�e.}S �� ( ¢�' � o�-�- -�-1� I�� . `�� ,, , � ��<��- � � � �-�-� . �� , ��.1 � ._-__ � � �� .,,,��_ � T,� /L L��C�'-,,-�-C._�3 ; S �•-- '`I . �� .�. .�- ��' �,/ e��-(-�z-�,...� L° ``�' _�� - � ��-�� ' ,��1 ��- �� . � �. � L ` ' c:. ''t-v,�,�� u� � � � � � � t �' �-��z,��-�- ��s� �-.� A �-, , � , a n ��,,� �,,v u��- �'�i � L� ��-Ilzt4� � C �J � �� `�?1� . Page 1 Payment History- B06-0021 17:06 07/11/2007� � --- -- --- - - - - -- -- - --- - - -- - -- - _ Deferre Entered Time Type Method Amount Posted Notation Receipt No Trans Id Set Reference Check No `CC r d Reference 02/16/2006 10:58 AM Payment Check $21,399.11 02/16/2006 52915/HYDER R06000013 T00000990 n/a 0 52915 CONSTRUCTION 1 7 07/14/2006 02:51 PM Payment Check $55,045.96 07/14/2006 #53901/HYDER R06000099 T00001079 S00000007 0 53901 CONSTRUCTION 4 5 3 11/16/2006 12:11 PM Payment Check $12.05 11/16/2006 #2350/Doug Thompson R06000198 T00001182 n/a 0 2350 9 4 ------ 07/03/2007 0420 PM Payment Check $60.00 07/03/2007 Hyder 56078 R07000115 T00001315 n/a 0 56078 3 6 --- - -_- -- 07/03/2007 04:25 PM Payment Check $3,000.00 07/03/2007 Hyder 56078 R07000115 T00001315 n/a 0 56078 � 4 7 Total Rows:5 � Page 1 ,�',. ,� _,� ; � ._ a, � ti� _.�. .. 5, � �r . . _ ...w �� k�, t�g� �� , �f. . � :, : .d: , �, �� , �: �a : Pemw�N: 806-0021 AdiYaz 174GORECREEKDR VAIL `Slaius: REVI510N OWNEA:LODGE PROPERTIES INC Dal� 02/10/Z006 Ndice� est¢�ap�"" _ L� � � � � I� � IU� � +� �� `•� Fd Saeen Faes p� Deu Ava'� Cad LfllfN Pe b }oc &elate y - -�' � � � � � , � ' ° � " { a�' :�: � �- " � s � ..� , . . , �1; 11 �� '�� z� � � . • a � �', � [ � �: � �' a �:. � � � . � i � � ` � � �`�� `� �q CaIGla�edFces 578.2&?8 Pzy{ul8�arice AssettAddlional Q � � � _ ��ri+" ' �� :� � E i�'� it � ,�- Qetak Fee� ° u m� i�a� =rr'�ia�s �'4a ��i �� i� � ��"�,y��`, � Addlior�alFeas: � � 53,330. �peta�s g�� Back ��i�� , �� , C`�� ,u��`�'� � � Pab� mert ��a = 9 r � �� '� ��In� xt� �� alalFcez f61.5936 ,Delads � � OvdP � ��'�ba �� ' ' r, � �.i�G �^. r �.._ �� P�SP� . ` Payma►s: 579,5171 -Detals Ilem r Vdd Paymcrds �� ; ` % � , ' ,�'°� ,,� ' Balanar� S2A767 �ta°, _. .n _, , ,., i . � ��R�4! . ._ _ :.;. .. .,r Pird Gnd � Indude Tn�fransac6aru n Payrt�ent De�s:T �� .. __..too�aiadn._... �. � . . � � � �I�t � . . . �� . . .� .�... w . . �. _- . . . .,_. . .... . ;_. . :.e.. ,_ , � . -- --.._ ___.� , e._. . .. .__..._. Licersee.Vai:CO�C�y Of Seiial Nurber 6232 Use�z 015 Vesion v.5126 i oa i TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION Location.....: VAILS FRONT DOOR-BUILDING'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 07/03/2007 Legal Description: �-�S 6� _bp� � Expires . .: O1/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone : 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 8,788,000.00 VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144 . 14 24, 936 $3, 594, 275 . 04 STORAGE/LOW HAZ (S2) ZONE 3 VA 71. 79 8, 170 $586, 524 .30 REST, BARS, BANQ (A2 ZONE 3 VA 152 . 97 2, 531 $387, 167 . 07 Totals. . . 31, 576 $8, 788, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ********+�+*****�*+*+�*t**�*�+******t*�*�*�*******�*******+**r�**r*� FEE S UMMARY �***��***r*v�+e****��****�*+*********+�***r*r*t***�*+�*++r+ Building------> $34,034.95 Restuarant Plan Review--> $o.oo Total Calculated Fees---> $�s,263.87 Plan Check---> $2 2,12 2.72 Recreation Fee--------------> $2 2,l0 3.2 0 Additional Fees-----------> $3,210.o 0 Investigation-> $0.00 TOTAL FEES-------------> $78,263.87 Total Permit Fee----------> $81,473.87 Will Call-----> $3.0 0 Paymen[s-------------------> $7 6,5 1 7.1 2 BALANCE DUE---------> $4,956.�5 *�****�s*�****�►:**r�*****a*r**rM****t****►rs*s��**t***rr*�r�x*t*t**�►�+r****��*r:rr*r*��**rr**r**+***�**�****��.r•se+�***�*��++�«��*+r++.++*� Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full building permit approved penciing apprc other departments. 10/25/2006 cdavis Action: AP REVISIONS APPROVED BY CIA DATE STAMPED 5/4, 02/22/2007 MROYER Action: DN Comment letter tor Revision 3 sent to appl: date. Comments for ASI-009 and ASI-011 . Response and revised plans required. 05/23/2007 MROYER Action: PA Rev. 4, IR 4182 : reviewed tire alarm shop c stamps and signatures only. No additional tee due. Plan returned to town 05/23/20i 05/29/2007 MROYER Action: PA Rev. 3/ IR:2599 : Building D Redesign- Apprc ASI-D018- No additional square tootage, Increased valuation 300, 000 . 00 . Additiona. due prior to issuance. 05/29/2007 MROYER Action: PA Rev. 5/ IR:4189- To simplity duct routing < penetration was added to the Northwest shatt . No additional valuation or square tc added. Additional $60 plan review fee due. 06/29/2007 MROYER Action: PA Rev. 6/ IR:4499- Approved ASI-D024/ Firepr� completion ot separation. Additional $60 plan review tee. No square tootage aaaea Item: 05400 PLANNING DEPARTMENT 07/03/2006 George Action: PA This partial approval is tor the relocatio� electrical transtormers presently existing in the areas surrounding the skier' s p. 07/14/2006 George Action: AP 02/09/2007 George Action: PA This is a partial approval tor revisions m< plans in response to required building code corrections 04/12/2007 George Action: PA Revision 3 This is a partial approval to a. addition of a window well on the lowest level of the unit. 07/02/2007 George Action: PA This is a partial approval tor an increase height ot the screen wall around the mechanical equipment tor the skier services 1 Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure tire alarm and tire spr: permits as retlected in tire sprinkler riser relocation and tire alarm panel relo� plans . Fire alarm panel relocation will require recertitication ot entire system prior tc 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Rooting Moditications-No Comments on plans 11/8/06 12/18/2006 tk Action: AP Approved revision D009 dated 11/10/06 rece: 12/12/06 . Regrading and storm sewer revisions approved. Item: 05550 ENGINEERING CIVILS .�****�.:*.****.*.*��+***��**:.**►�.*��.*...**.«**■*.�***.*.*.****�*.**.***.+.*+.*�*+*++***+��*+*.�+�***:*.**.******.�*��:.*:.+#�*.**�*.��+*..�* 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 TEL�PHONE AT 479-2149 OR OUR OFFICE FROM 8:00 AM-4 PM. c SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0021 as of 07-03-2007 Status: REVISION ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 07/03/2007 303-825-1313 To Expire: Ol/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Conditions: *********+*************+*****+************************************************************** TOWN OF VAIL, COLORADO Statement ******+*************************************************+***********************++********** Statement Number: R070001153 Amount: $60.00 07/03/200704:20 PM Payment Method: Check Init: DDG Notation: Hyder 56078 ----------------------------------------------------------------------------- Permit No: B06-0021 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $81,473 .87 This Payment: $60.00 Total ALL Pmts: $76,517.12 Balance: $4, 956 .75 ***************************************+*****************+******+**�***********+************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 60.00 ----------------------------------------------------------------------------- I�C;�cA r�� .� U ' ' ' C.�� p n�� .,�� €� � or-a- �� A TION WIL NOT BE E PL E OR UNSIGNED /� �— � ildin�Permit# QUCV ' �6�� : ` ��,�-�. .x `�— � �� '� i�tic��) s-_3�-o � �� I ION TO TOWN OF VAIL B ILDING PERMIT v`v REV S Separate Permits are required for electricai, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: �� p�pr Cv�sfi^a.�+�� nt% (01 A �?�i�,° Woor.� �'7d ` �f7�'o -°�,�'i3 ATTENTION: OE JR,CHARLIE,GREG,CHRIS Contractor Signature: ,�- � _��i�i� G��,�i�—p�� /.��G --v� COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ � PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com �. . _ � lo/� 8aa �o� 7 Job Name: �/'a�,�(5 ��Bnf �oa/-' JobAddress: l�l VG„�� LQ,,,�o Legal Description Lot: Block: Filing: Subdivision: Owners Name: � Address: Phone: ilu..l t^P o�ts Architect/Designer: �a Address: Phone: Engineer: ��oP� wo�/ Address: Phone: REASON FOR REVISIONS: �� p �S� � ' o � `� �i rr��ooF�n !�rateC� Sep a�rwi�'oh- Work Class: New� Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) tvo. 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 Yes ) No( ) FOR OFFICE USE ONLY �'��"'`i` ; Q�#��t�ei ed�� ` ��c P�rlrtitf��'S .�0 '"�� a w � �'1ar1+�k.:F@e �f ; ��.; �� A�.y�p (� �,� �� -�� p �} i11�4�R��r,��"�"+'Q'rk i�..'�,�s`�''��.ky�'E P kt°d"k i ry.",aP,er�#t��."�'�) �� r�K�� 'a't�.- �'t , �, T��`��e��?� C��'�z `� �y � .w,�r , a,t - � . c �U��7,Y��}t��S��A'M"Fm+�po � a �qw�h.. i :F ^' �^ M ...� ...' ,.,,;�_ , §rv�., .b... y- 3 V ._.: t, . . . ,, .. .� � . , . .� �;.; 's , x , �ti ;: F:\cdev\FORMS\Permits\Building\building_revision_3-27-2007.doc Page 1 of 2 12/8/2005 u � � � .� Questions? �II tl�Develop t f�iiew Coor�inat r at��9- �L8 i �� ,i �j � h� ��<.,. �.:� r��w,��' �'`"��,� � . -E. .�{� �,..'.�.: �p-.. �a., � ��4'' ��.. '��'� � B�i/din4 Permit Submitta/Check/ist Department of Community Development Project Name: V��S F�'a'�� Doo� � Project Address: l�� V a.rl L a•�p ✓ This Check/ist must be comp/eted before a Bui/ding Permit app/ication is accept�ed. ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan (4) included (refer to Public Works checklist) No dumpster,parking or material storac�e allowed on roadwavs and shoulders without written aa�roval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature(All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commerciat and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: Applicant's Signature: '�i�� '�� Date of submittal: $'3l O Received By: F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12/8/2005 1 , m�� .-�..� �. AGENCY Municipal Building Department Services 6/29/2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door PERMIT NUMBER: B06-0021 REVISION NUMBER: 6 INTERNAL REF#: 4499 ADDRESS: 151 Vail Lane Dear Mr. Davis: Colorado Inspection Agency has reviewed the following documents for compliance with the Town Codes as adopted by the Town of Vail. We find the documents in compliance and recommend approval for construction. Plans: ASI-D024: Fireproofing and completion of separation. Plan review fee: $60.00 No additional square footage- No added valuation Sincerely, Matthew Royer Building Official Colorado Inspection Agency P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.rover(a�coinspect.com Centen�iial Offiee: 1?�03 E.Euclid Drive,Suit�210•Centennial,CO�Q111 •(�03)734-45b7•Fax(303}708-1790 [�irestone Office: 11�09 Business Park Circle,Suite 35U•Firestone,CO 8050��(303)774-1388•Fax j303)'74-0455 1Vindsor Office: 561 E.Garden Drive,Unii B•1k'indsor,CO 80550•(970}6$b-751 I • 1-8a0-400-1581 •Fax(970}686-�?48 Eagle Oh�ice: 1256 ChambersAvei�ue,Suite 101 •MailingAddress:P.O.8ox 1G18•Eagle,t'0 8]631-1618•{97�)328-17)O•Fax(97�)328-1791 R ` • � ` q ' 2 O v �-`' 4 4 � � ��-� � � ARCHITECT'S SUPPLEMENTAL VAIL'SFRONTDOOR INSTRUCTION No. D- 024 To: Doug Thompson / Hyder Construction, If1C. PROJECT NO: 2OC�93.O8 543 Santa Fe Drive issuE�: 05.22.07 Denver, CO 80204 FROM: Jason Ringdahl 303-825-1313 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instruction Title: Building D—Fireproofing&Rated Separation on Skier Services around One Vail Place Reason for Change: As noted in RFI D-054, it is physically challenging to spray apply fireproofing to the under-side of the metal deck that extends over the lid of One Vail Place. Description of instructions: The following points were discussed with CIA on 5/17/07: -The existing 8"--8 '/z"post-tensioned concrete slab above the lower level of One Vail Place ineets the 3-hour rated separation requirement that is necessary between One Vail Place and Skier Services. Refer to IBC Table 720.1(1),page 113, item 4 `Bonded or unbonded post-tensioned tendons in prestressed concrete' as well as table 720.1(3). -Per IBC Table 601 &Section 711.3, the primary structural members(beams) for the main level are required to be 1-hour protected. This will be accomplished by spray applying fireproofing to these beams that extend over the lid of One Vail Place. -The corrugated metal deck over One Vail Place does not need to be fire-rated. The spray applied fireproofing on the corrugated metal deck between the]ower level&main level of Skier Services will stop at the 1-hour vertical shaft wall assembly that surrounds the lower level exterior walls of One Vail Place where it abuts Skier Services. 1'ow� of 1/ai� Attachmeuts and Enclosures: 0F�' ASK D-005,ASK D-006,and ASK D-007, dated 5/21/07. � � � � �n � v� D � ,�;:4`;i �_ `_� ��'3 TOWN OF �All. Copy To: ASI File BY� Randy Hart/4240 Neha Khera/4240 ubmit to Town of Vail: �YES ❑ NO Rick Caudel/VRDC S. Jarvie Worcester/VRDC Jim Ness/Monroe Newell �� Steve R. &Matt K. /BCER � 42�40 ARCHITECTURE INC 1621 Eighteenth Streec Suite 200 Denver,Colorado 80202 The information contained in this message is privileged and confidential intended only for the use of the individual(s)or entity(ies)named t 303.2923388 f 303.29231 13 above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distribution,or copying of www.4240architecture.com this communication is sirictly prohibited. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately. �� _ @Q,OO ►- 1,%,�;;� o t� o � o Q r- c� � � � � u� C,W') N �� O N � 6 �� \1,f�G`t'� ,3 �DMIN �111e 4.3 I - ,� � 1 i CONCRETE TOPPING ON M�TAL DECK(UN-RATED) WITH S Y AP � BEiW BEAM CEMENTITIOUS FIREPROOFI G BELOW (1-HOUR) ON THE MEfAL BFAMS THAT EXTEND OVER THE �XISTING VAIL PIACE BLDG m — i CONCREfE TOPPING ON MEfAL DECK- & METAL BEAMS (RE: STRUC) w/SPRAY APPLIED CEMENTIilOUS FIREPROOFING 1 HOUR) OVER T THE 3-HOUR R4TED WALL ASSEM LY LOCATED AT PERIMEfER Of THE , EXISITNG ONE VAIL PLACE BLDG j TELECOM ! D010 1-HOUR RATED SHAFT WALL —�� ASSEMBLY (WALL iYPE '24') PLUS THE EXISTING CONCRETE WALL FO A �TAL RATING OF 3-HOURS I \ \ � 3.4 i I TICKET SALES D116a � `EXISTING S 1/2" POST-TENSIONED J CONCREfE �LAB, PROVIDES THE 3-HR BUILDING S PARATION R4TING XI NG OL LOCKERS 1 �, SECTION �' 3�16 = 1'-Op DSC07.DWG 2.9 RIDGE ��. ��9 7-4 � O O � o ^ d � o� II � N O N�� \�n�\� �j N Q I!'1 17'> U�¢�� W N� 2 O �- 3 Z � � w o C.'J � Z 3 � � --I� �� O o �, ---�� Q � � a ' I � a.� � o � � � V o � Oq N +� o � I PAVERS ON EXISTING DECK ' � �� a I (R E: L A N D S) r a�'i� �+ D �,.�..i � � ad , o� o �� T.O,' SlA6 � D 81�2 -0 ^ � � T.O. PAVERS � q — 8181.17 .r.,.� (RE: CNIL) � T.O. XISTING SLAB 8179 -8 (veri ied in RFI D-O60) 0 " VAIL PLA�E BASEMENT EXISTING EXI� F o 3TOR4GE CORf °u O 'd � � , a c �- o O V � � � � � a �y Q O TICKET LOBBY D103 aoo O� 0 t� W O ��r'b1 � 0 1��: � ,,, o � , � � �' M.9 cs- W o � C7 N � � N c.��, � ' � �� ' _--� I LIFT/TICKETS�SS � D106 N.3 I BEAMS BEYOND,''AT GRIDLINE 3.4, SHOWN DASHEd �� 1�,��.. _. I,I u � �� il d Iil� !I CONCREiE TOPPING ON MEfAL DECK & MEfAI BEAMS (RE: STRUC) T� w/SPR4Y APPLIED CEMENilTIOUS FIREPROOFING 1 HOUR OVER TO 11 T. . XISTING SLAE N.5 � � O O I � Q _� �- pr II x � � � T�1 N�� vl Q_N� �A \(n\\� �i� Q�A M� V��w O� W N��Z O �— 3 Z � w p ('> � Z � < � 0 � ,� � ;�t Y' Q A z � �(''� o� O�e° �-1 D C � i" y � o O +� '" A � o C � �a+ �y U �"'1 � F r-1 q y. O N � p � �' � � a� o� o � � �� _ ,-•� A — •r-1 � � THE 3-HOUR RATED WALL ASSEMBLY A500 8180 -0'YI LOCATED AT PERIMETER OF THE SIM STORAGE EXISITNG ONE VAIL PLACE BLDG ' I D002 EXISTING 8 1/2" POST-TENSIONED EX I STI N G ( CONCREfE SLAB, PROVIDES THE 3-HR I CONCREfE TOPPING ON MEfAL DECK(UN-RATED)I BUILDING SEPARATION R4T1NG WffH SPRAY APPLIED CEMENTITIOUS FIREPROOFIN� , ' (1-HOUR) ON THE MEfAI BEAMS THAT EXTEND 1-HOUR �2ATED SHAFf WALL XISTIN G OVER THE EXISTING ONE VNL PLACE BLDG , --1 I -I I I-I 0 ASSEMBL�(WALL iYPE 24) PLUS SK ATROL LOCKERS THE EXIS NG CONCREfE WALL FOR A TOTAL RfuTING OF 3-HOURS II III i�l �_ �I�I�I '�. i=l - -,� =1�1 I �—�� — II �III III , � I I '?�I III ,II I�I_ , I i�- �i II I' _I_� - � I I � I I I I I I i I I I,—I I i— i � -i�I I I I I ,, ,,,. �-- SECTION 1 _ 3 1 - - � 6" 1' O� DSCII.DWG b '' o ° O b U � � F a a �+ � o O V .� G � F +�,' D � � q Uf.� d C Q _� �. �o � �� H � � �< � �� ' � c.. N.3 � w N � O N N d ,,��b o ��, ff �C��'� _, � �i� �I''� �I I I 0 N.5 FO M fILL - �� o CO RETE TOPPING ON MEfAL - DEC (UN-R4TED) WITH SPRAY APPLIED CE NTITIOUS FIREPRO FING (i- OUR) ON THE M AL BFAMS THA EXTEND OVER THE EXISTING ONE VN PLACE BLDG J f �CONCREfE TOPPING ON METAL DECK T.O. XIS NG SLAB & METAL BEAMS (RE: STRUC) -8 w/SPRAY APPLIED CEMENTITIOUS (verifi�d n RFl D- FIREPROOFING 1 HOUR OVER TO EXI�ING 8 1/2" POST-TENSIONED THE 3-HOUR R4TED WALL ASSEMBLY CON RETE SLAB, PROVIDES THE 3- LOCATED AT PERIMEfER OF THE BUI iNG SEPARATION RATING EXISITNG ONE VAIL PLACE BLDG 1-HOUR R4TED SHAFf WALL E X I ASSEMBLY (WALL TYPE '24') PLUS EXISTING Ai L P LAC E SKI PATROL LOCKERS TOTAL RATING O�N3R OU S�L FOR A I BASEMENT i i .I. .:— � �-i. I ��. .....I... I I .,.....� i I ` ,. I.......I i ..,...,. � �� I ��i i I III �II—�� li' II i l I III II III I�I—III IN—III- ��I ��I '�� 11=�'!I !II� '� II� �II III !li�III III—'!� III—I'�—I'I—I_' — �� - � � �� -�� — —�� —�� —� ,�� _ �SECTION �' 3�16p = 1�-OR DSC72.DWG P.1 s A502 RIDGE 8197 -4 — �i � I i �' CASH COUTING OOM D116b I�.�' ��_ ��! �!I i II �_ � I EXISTING CORRIDOR i i-_' STORAGE D030 I�I-I I = II'�- �I� I� I I �,-Ii' �'i� �I - I— ,I I � O 0 � ° A � � � � apo II � I N�� in�\� �j N Q�M� cW.J�Q�m W(�)�N Z O �— 3 Z � w p Z � � Q � � � O O � Q C'" cd � � a o� O �°e � � o � � � � o � �p� p � r� � C7 �"� F� � d•� � � a� o� o .� � � n � ,� A .�..� � I _ ; — I,� ��_ .o �-._ o 0 — U b __ y ld F _�_ x O a �„ � a U -_ � N � _ _ ;� a U � I I Q , �i , � � TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . , 07/03/2007 Legal Description: r-�—� � _ pa� ' Expires . .: O1/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone : 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone : 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 8,788,000.00 VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144 . 14 24, 936 $3, 594, 275 . 04 STORAGE/LOW HAZ (S2) ZONE 3 VA 71. 79 8, 170 $586, 524 .30 REST, BARS, BANQ (A2 ZONE 3 VA 152 . 97 2, 531 $387, 167 . 07 Totals. . . 31, 576 $8, 788, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ****�**��e****r*r*M**t***�*�*�**+��**�**»+**+**t*�►*tM*��***r►*�**** FEE S UMMARY �►t****�a*****��►*r*******a*+*+**ss*********��*+r«+**�*+*s** Building------> $34,034.95 Restuarant Plan Review--> $0.oo Total Calculated Fees---> $78,263.87 Plan Check---> $2 2,12 z.�z Recreation Fee--------------> $z 2,10 3.2 o Additional Fees-----------> $3,210.o 0 Investigation-> $0.o o TOTAL FEES-------------> $�e,263.87 TotalPermitFee----------> $ai,473.87 Will Call-----> $3.0o Pa ments-------------------> Y $79,517.12 BALANCE DUE---------> Si,956.75 #+k+k#�+k+kk4+k*+k%*#4*�:f#��**#*#*#*M*#*###*#*#�k#**#*#k#*�kM�#*#k##�k*###*#*#i*4�*##**##**#4tk#�#*#4*####�##+k*#+k#+K*+F#***##+k##4+k*#�k#*+k###�:#*4�#*###**i#**• Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full builciing permit approved pending appr� other departments. 10/25/2006 cdavis Action: AP REVISIONS APPROVED BY CIA DATE STAMPED 5/4, 02/22/2007 MROYER Action: DN Comment letter tor Revision 3 sent to appl: date . Comments for ASI-009 and ASI-011 . Response and revised plans required. 05/23/2007 MROYER Action: PA Rev. 4, IR 4182 : reviewed tire alarm shop c stamps and signatures only. No additional tee due. Plan returned to town 05/23/20� 05/29/2007 MROYER Action: PA Rev. 3/ IR:2599: Building D Redesign- Appr� ASI-D018- No additional square tootage, Increased valuation 300, 000 . 00 . Additiona. due prior to issuance. 05/29/2007 MROYER Action: PA Rev. 5/ IR:4189- To simplity duct routing � penetration was aaaea to the Northwest shatt . No additional valuation or square tc added. Additional $60 plan review fee due. 06/29/2007 MROYER Action: PA Rev. 6/ IR:4499- Approved ASI-D024/ Fireprc comgletion ot separation. Additional $60 plan review tee. No square tootage added Item: 05400 PLANNING DEPARTMENT 07/03/2006 George Action: PA This partial approval is tor the relocatio� electrical transtormers presently existing in the areas surrounding the skier' s p. 07/14/2006 George Action: AP 02/09/2007 George Action: PA This is a partial approval tor revisions m� plans in response to required building code corrections 04/12/2007 George Action: PA Revision 3 This is a partial approval to a. addition of a window well on the lowest level of the unit. 07/02/2007 George Action: PA This is a partial approval tor an increase height ot the screen wall around the mechanical equipment tor the skier services 1 Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure tire alarm and tire spr: permits as retlected in tire sprinkler riser relocation and tire alarm panel relo� plans . Fire alarm panel relocation will require recertitication ot entire system prior tc 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Rooting Moditications-No Comments on plans 11/8/06 12/18/2006 tk Action: AP Approved revision D009 dated 11/10/06 rece: 12/12/06 . Regrading and storm sewer revisions approved. Item: 05550 ENGINEERING CIVILS ***�*�*+**..�*�*.+**.**►.•*.*•*►******.**.*.*.*.�**�..**.*****.�**��.*.�*,**..��.+*��+�+..*+�..*�:*�.*+*,�*..�*******.*.***.�.********..*�.*.�+*. 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 1aws, 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. �� j� � `��.s-r�'�i��Ii'�"�(/ SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0021 as of 07-03-2007 Status: REVISION ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 07/03/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING'D'- SKIER SERVICES BUILDING Conditions: +******�************************************************************************************ TOWN OF VAIL, COLORADO Statement **************+**+**********************�***�***********************+*********************** Statement Number: R070001154 Amount: $3, 000. 00 07/03/200704 :25 PM Payment Method: Check Init: DDG Notation: Hyder 56078 ------------------------------------------------------------------ Permit No: B06-0021 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D� Total Fees: $81,473 .87 This Payment: $3, 000. 00 Total ALL Pmts: $79,517. 12 Balance: $1, 956.75 ************************************************++****************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts ------------ ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 3 000. 00 4 * ��c��; O FF lc� � "' � � �� 12�,��f i�-�i ��v�� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLE�'E OR UNSIGNEG Building Permit#: -��' --� " "i°"� �� 97a-479-21,49(inspections) �� REVISION TO T�11�/RI C�F VAIL BUILDING PERMIT Separate Permits are requir�d for electrical, plumbin�, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of apprea�ed plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR €1VFORfiIIATION G.eneral Contra�,tor: Town of V�il Reg. No.: Contact and Phone#'s: _� � ` 1 '�`� r' ,..�' fC?',,� l� ;��-�• ��?O) ,�^ ,. '� , > _��,%,, ATTENTION: JQE, JR,CHARLIE,GREG,CHRIS ContraCtor Signa e: ` � • I COMPLETE RE NS E ,4L ATIOIVS FOR BUILDING PERMIT Labor 8� Materials REV�ISED AMOUNT: $��'��;��; y ELECTRICAL: $ �'�"'�'!C"L::� OTHER: $ .m'�" t'C°=� PLUMBING: $ S'"��: MECHANICAL: $ �� ,�-�;�� : REVISED TOTAL: $ j,�,�.- F�- -- � �" For Parcel# Contact Eag/e County Assessors Office at 97U-328-8640 or vis,it www.ea le-count .com Parcel # ---.—._— ------ ,�/�:�'1 v ��.'„�,sU��;� . - - --; Job Name: ,°�,- � '� ' ,� �� `�,�� d Job Address: ! _ a � �� " � `.. �� r S �' G� �'�i-�'�-- L,��'�z Legal Descriptian Lot: Block: Filing: 5ubdivision: O ers ly,�me: '� ., Addr ss: 1._, tc Pho e: � , "*°'C�' �,c; » Archit ct/Des' ner: Address: y Phnne: . ' � � C� '' rrF-- h,� �c1 2�1- C�. —� En ' er: � � � Address: � ,� �� hon � - REASON FO REVISIONS: �C��r��;�;,� ��.�� {-j�;` ��.�r,�,C��p1i�/v-�-5.� 7,' � � �� ' � � r'° "�I� C b %' Work Class: New( Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( ) Both�i�-----� Does an EHU exist at this location: Yes ( ) No (�� Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial(r.�-�staurant( ) Other( ) l . � No. of Existing Dwelling Units in this building: �� o. of Accommodation Units in this building: �,-�;;: I No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin ) �J No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NUT ALLOW�D Does a Fire Alarm Exist: Yes ( ) No ( ) � Does a Fire Sprinkler System Exist: Yes ( ) Na (� FOR OFFICE U�E ONLY****'t'F*'t*** *�t******* Other Fees: ` Occupancy Grou� Acce ted B : ype of Construction: Date R�ceived: F:\c:dev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 '� �`��' .s� �� ,,,� :,'""� � �<� "�� I . I . x �;,,:�► ;;,�a ,�, .<. ,,.� �'��.,,�` �._:� , '� Questions? Call the Development Review Coordinator at 479-2128 � , '��'�`�,`' Bui/din4 Permit Submit�a/ Check/ist Department of Community Development .-- � � "�., . Project Name: T��1It)r ��---�o� ' � ��r3�� i-'�� Project Address: I��/ /��-'T^,� ��c� - ✓ This Check/ist must be com�a/eted before a Bui/din4 Permit avv/ication is accevted, II pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form —�0 5c�•t3i'�`��-�� Z� ❑ Condominium Association letter of approval attached if project is a Multi-Family com�lex -Sv7��v�i��.��L e� p.--Complete site plan submitted (4)�� ?-'/�- ❑ Public Way Permit application included if applicable (refer to Public Works checklist) �/� �A � / ❑ Staging plan (4) included (refer to Public Works ch�cklist) �lo dum ster arkin or material storaqe allowed on roadways�r�� shoulders witho�t writt�en approval ,{�' f�- ❑ �Asb�stos test and results submitted if demolition is occurring /�jj4- �- I�rchitect stamp and signature(All Commercial and Multi family) �II floor plans including building sections and elevations(4 sets of plans for Multi-Family and , Commercial) ,•a' indow and door schedule /❑ Full structural plans, including desi�n criteria (ie.Zoads) � �Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection�� SL,�3ryr,�.�� o-�Fire resistive assemblies specified and penetrations indicated ��Smoke detectors shown on plans q�--Types and quantity of fireplaces shown I have read and understand the above listed s I requirements: �,^ `____--,- -.... Applicant's Signature: � �=� ° � t� +�__ \_ Date of submittal: Received By: F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12/8/2005 t �a �u�_ ��.■� AGENCY Municipal Building Department Services 5/25/2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door PERMIT NUMBER: 606-0021 REVISION NUMBER: 3 INTERNAL REF#: 2599 ADDRESS: 151 Vail Lane Dear Mr. Davis: Colorado Inspection Agency checked the plans for appropriate stamps and signatures: Plans: Redesign of Building D Additional plan review fee due- $3090.00 No additional square footage Increased Valuation: $300,000.00 Sincerely, Ma hew Royer Building Official Colorado Inspection Agency P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.royer(a�coinspect.com Centennial Office: 12503 E.Euclid Drive,Suite 210•Centennial,CO 80111 •(303)734-4567•Fax(303)708-1790 Firestone Office: 11409 Business Park Circle,Suite 350•Firestone,CO 80504•(303)774-1388•Fax(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO 80550•(970)686-7511 • 1-800-400-1581 •Fax(970)686-9248 Eagle Office: 1286 Chambers Avenue,Suite 101 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(470)328-1790•Fax(970)328-1791 �� , _ . , �a _. Colorado Inspection Agency Eagle Office i2s>E��arnb�:rs ;�v�r��c; a l:�l F'I�;r�s �xc�r��int;r: �U�RR-Y rvl�. �I1?b3 Kc� E(/l�lq?"� �d�G7�� Ec��al�:, C�>le�r�c�t��z c�l b31 Ess�il,�ir��g C�ffic.ic�1: Matthew Royer t7ffic.e f'i�ckne: 970-328-1790 P�-:rrr;i�i �-:�: �D(o' bOZ- Ir�tz��rro�a! Rc;�. #: � "�'"J (��visiar� r�t�r��k��r: T�'� V, 3 �'r�7j�c:t Nc�rr'l�: �d N� (,�OG�-. �_l� 1�=�s<�iipti�n: ,V O �ult...1J/rvC-z � �FIP�'IR14�/�aC.�� F��S� SO_oo _ =xi�ti7�=tc;t��i�:�'�c:,'t„�; ° ` C?•�'t��) Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell Engineers, Inc. STRUCTURAL ENGINEERING CALCULATIONS F or: Vail's Front Door Building "D" Building Permit #B06-0021 Vail, Colorado M&N #5500.02 , .�:,.� �;, ��s;�n � .r�i.,� � , ��, ��_� 9 �6� „ � �� r=�i F�� '� `i w �f� '1 '�...��_�.�:.r��0 � �� R��I �r�3.SC�8,�a•�,��'1 These drawings and calculations aze the property of Monroe&Newell Engineers,Inc. Any use or reproductions of these calculations without the expressed written permission of Monroe&Newell Engineers,Inc.is strictly prohibited. **P.E.stamp on sheet applies to the following calculation pages and indicates that have been reviewed. This includes all sheets attached to this cover. May 7,2007 A 2007 Platinum Corporate Sponsor of x�� Colorado A Component of The American Institute of Architects www.monroe-newel l.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 (3�3) 623-4927 • FAX (303) 623-6602 � email: denver@monroe-newell.com . -- JOB �/ �� :O P ,! g.•m' f t t/'r Ysj, ��,�g��.c^ Monroe & Newell � � ��.��;,,,s;,�-� Engineers> Inc. sr+eer No. oF � -- / � �/ f/ �,� CALCULATED BY `�"" � DATE y✓ � ` �P� CHECKED BY DATE SCALE ,� ^ _ �r �a�c�� _ � ; �r�.�. _ !/� � ;: �` ,�`�i C�..._ . -��/�(, �� ; ; .. ' ' ' ' ' ' ' ' ' ' �� -��z�c, 7 � ; , , i ` Q � ,��._ _ �� 7 ; , ,�. � ; : d : �, ��. ' ,. �,.. ', ' ... �.. , j ._....._ :....... i... ._...._. ' �'. ' � ... . . . , ' ', 3 "� T"°PPl^��' , ___ c a �c � �Do� ;' _ . � � ..�.� � � � �'- �`� � _ �P PP�- ��-i�.. . ; � = I �_2 ( i,z) = 1 1�� L = /�o <�-6) _ !da C�-5'� l�` _ W�_=- � �`f� �� = 9- 6 � � ��. _ _ ^ _ �( � _ � ,� � � :_1��-_ �fc�� ; , 3` ;� _ ��0�Z_= �';r o'� ' ' ! '-��,�_�.---~- � ' ; �/� � ( 3 . � � l �' � " - , __ � u - 5��0_ ��- Monroe & Newell Engineer:LLG Engineers,Inc. 5/7/2007 Project Name: VFD:D Project No.: 5500.02 lower stair: long term load Concrete Beam Steel Reinforcement Design Member Section Material Properties Factored Forces h= 8 in fc= 4 ksi M„= 30.1 ft-k d= 5 in fy= 60 ksi V„@�= 7.64 k w= 52 in Ec= 3605 ksi M„@v„= 0.00 ft-k 1= 14.5 ft n= 7.25 1 fr= 474 psi Bending Resistance: d h E�c uations C=0.85*b*a*fc=As*fy=T A5=�M��$)/(fy*(d-a/2)) w I a=As*fy/(0.85*b*fc) use: 8.00 # 7 diam= 0.875 in Iterate to find compresion block AS= 4.80 in2 and steel required: a= 1.6 in a AS p = 0.0185 0.8 1.45 �M„_.9*AS*fY*(d-a/2)= 90.4 ft.-k 0.49 1.41 0.48 1.40 Stressed: 0.33 Check fit of steel: 34 in. ok 0.48 1.40 Check pI,,;,,=200/fy: 0.0033 ok Check p�,�(0.75pb): 0.0252 ok Shear Resistance: Equations V�=2*sQR'r(fc)*b*d= 32.9 k V�_(1.9*sQRT(fc)+ 0.0 k V�m�=3.5*SQRT(fc)*b*d= 57.6 k Use V�= 329 k VS��d=V„/�-V�_ -23.9 k For no A� :V„/�<V�/2 �Vc/2= 14.0 k no Av reqd Section Propeties: Ia= 2219 in^4 Ie=(Mc�IMa)3*Ig+�l-�Mcr�a)3�*Icr= 987 itl^4 c=AS*fy/a`fc*w= 1.92 in a= 0.72 �sT= 0.229 in U761 kr= 453 in^4 �p=�/(1+50p) = 1.04 �= 2.00 M�r=f�*Ig/y�= 173 k-in ��-r= 0.467 in U373 Ma= 258 k-in Monroe & Newell Engineer:LLG Engineers,Inc. 5/7/2007 Project Name: VFD:D Project No.: 5500.02 lower stair: total load Concrete Beam Steel Reinforcement Design Member Section Material Properties Factored Forces h= 8 in fc= 4 ksi M„= 54.8 ft-k d= 5 in fy= 60 ksi V„@�= 13.90 k w= 52 in Ec= 3605 ksi M„@v„= 0.00 ft-k 1= 14.5 ft n= 7.25 1 fr= 474 psi Bending Resistance: d h Equations C=0.85*b*a*fc=As*fy=T E1S=(M��$)�(fy*(d-a/2)) w a=As*fy/(0.85*b*fc) �% I use: 8.00 # 7 diam= 0.875 in Iterate to find compresion block AS= 4.80 in.2 and steel required: a= 1.6 in a AS p= 0.0185 0.8 2.65 �M„_.9*AS*fy*(d-a/2)= 90.4 ft.-k 0.90 2.68 0.91 2.68 Stressed: 0.61 Check fit of steel: 34 in. ok 0.91 2.68 Check p�n=200/fy: 0.0033 ok CheCk pm�(0.75pb): 0.0252 ok Shear Resistance: Equations V�=2*sQaT(fc)*b*d= 329 k V�_(1.9*sQxT(fc)+ 0.0 k V�m�=3.5*SQRT(fC)*b*d= 57.6 k Use V�= 329 k Vsreqd-Vu��-V�_ -16.5 k For no A,, :V„/�<V�/2 �Vc/2= 14.0 k no Av reqd Section Propeties: Ia= 2219 in^4 Ie=(Mcr�M�3*Ig+�l-(Mc�/M�3�*Icc= 541 in^4 c=AS*fy/a''fc*w= 1.92 in a= 0.72 �sT= 0.759 in U229 Icr= 453 in^4 �p=�/(1+50p) = 0 �= 0.00 M��=f�*Ig/y�= 173 k-in D�T= 0.759 in U229 Ma= 470 k-1n �., �"r� CHAPTER 9 318/318R-103 �� 3. _ CODE COMMENTARY g,5.2.2 — Where deflections are to be computed, R9.5.2.2 — For calculation of immediate deflections of deflections that occur immediately on application of uncracked prismatic members,the usual methods or formu- wit� �oad shall be computed by usual methods or formulas las for elastic deflections may be used with a constant value load for elastic deflections, considering effects of cracking of E�Ig along the length of the member. However, if the the and r'einforcement on membet'stiffness. member is cracked at one or more sections, or if its depth ined varies along the span, a more exact calculation becomes necessary. For g,5.2.3—Unless stiffness values are obtained by a R9.5.2.3 — The effective moment of inertia procedure site more comprehensive analySiS, immediate deflection I described in the code and developed in Reference 9.13 was as shall be computed with the modulus of elasticity E�for selected as being sufficiently accurate for use to control �he concrete as specified itl 8.5.1 (nOrmalwelght or Ilght- I deflections.9.1a-9.�6 The effective Ie was developed to pro- �or weight concrete)and with the effective moment of iner- vide a transition between the upper and lower bounds of Ig �ns, tia as follows, but not greater than ly. and I�,.as a function of the ratio M�,/Ma. For most cases Ie �k- will be less than Ig. s� �e- (Mar)3�9+[� -(A�Jar)3,�cr (9-8) am �i_ where: ge ;.d Mcr = f� (9-9) re yt and for normalweight concrete, 2� � f� - 7.5 f� (9-10) 1.5 i� e When lightweight aggregate concrete is used, one of � 1.0 - the following modifications shall apply: r � (a) When f�� is specified and concrete is propor- 0.5 tioned in accordance with 5.2, f�shall be modified by substituting f��/6.7 for f�, but the value of f��16.7 � shall not exceed f�; 0 013 6 12 18 24 30 36 48 60 : (b) When f�t is not specified, f�shall be multiplied by Duration of load,months 0.75 for all-lightweight concrete, and 0.85 for sand- lightweight concrete. Linear interpolation shall be Fig. R9.5.2.5—Multipliers for long-term deflections permitted if partial sand replacement is used. 9.5.2.4 — For Continuous memberS, effective mo- R9.5.2.4—For continuous members,the code procedure ment of inertia shall be permitted to be taken as the suggests a simple averaging of IQ values for the positive and I average of values obtained from Eq. (9-8) for the criti- negative moment sections. The use of the midspan section cal positive and negative moment seCtions. For pris- properties for continuous prismatic members is considered matic members, effective moment of ineltia shall be satisfactory in approximate calculations primarily because permitted to be taken as the value obtained from Eq. the midspan rigidity (including the effect of cracking) has � (9-8) at midspan for simple and continuous spans, and the dominant effect on deflections, as shown by ACI Com- at support for cantilevers. ( mittee 4359.17,9.1s and SP-43.9.11 9.5.2.5 — Unless values are obtained by a more R9.5.2.5 — Shrinkage and creep due to sustained loads comprehensive analysis, additional long-term deflection cause additional long-term deflections over and above ti�ose resulting from creep and shrinkage of flexural members which occur when loads are first placed on the structure. (rlormalweight or lightweight ConCrete) shall be deter- Such deflections are influenced by temperature, humidity, mined by multiplying the immediate deflection caused curing conditions, age at time of loading, quantity of com- ACI 318 Building Code and Commentarv rei � .��.::s "��.. COHBULTANT iNC i 530 16TH STREEr' SUrrE 400 DENVER COLOw►oo 80202 303-623-6200(VO�c� 303-6238435(Fn� ABSCONSUL.TANTS.COM March 26, 2007 4240 Architects Inc. 1621 18`h Street Suite 200 Denver, Colorado 80202 Attn: Jason Ringdahl Re: Vail's Front Door—Building D/One Vail Place ASI-D-009/011 Plan Review Comments Permit Number#B06-0021 Dear Jason, We have reviewed the plan review notices dated 1/17/2007 and 2/22/2007 regarding the Electrical plan reviews for the foundation package and have the following responses: O1/17/07 Electrical Comments Item #17 — Referenced note "VDC" stands for voltage drop compensated. Please see feeder schedule notes for clarification. Item #18 — Receptacles in question have an "AG" note next to them. Per the legend, this designation stands for ABOVE COUNTER/GROITND FAULT INTERUPTING. Item#19—The pans have been revised to clarify the equipment designations. Item #20 — The lighting has been revised to show emergency lighting at the required areas. Item #21 — Please refer to the kitchen equipment schedule. Required GFCI protection is specified therein. 02/22/07 Electrical Comments Item #21 — Per NEC section 620.62, selective coordination is only required at incidences where the elevators are ebing fed from a single feeder. In our case, the elevators are being fed from separate branch circuits. We interpret this to mean selective coordination is not . ` Vail's Front Door-D/One Vail Place ASI-D-009/O11 Plan Review Comments Page 2 of 2 required, however the plans have been revised per the plan reviewers interpretation. The breakers and fuses now specified selectively coordinate. Item #22 — The drawings have been revised to require a disconnecting means at each coiling door. Please let me know if you need any additional information. e19 ^a+a171a�>J� /� Sincerely, �p� �� `'�,''%,, ' 9 f: t..�� / ABS Consultants, Inc. ;��,`� .`z- f 00 � " J �� _ h�� ny ` � t� ( ,; _ / •/��. tl o �� •°�1/�w 5 Ron E. Bourgault, P.E. , � ��,V ��`'.�� ,� •�.a..� �a��,�� Partner ,ii�d SiC11V.�.��.��e�+°'`� Mp►R"�'"�'�L�)O� P:�2001-134-03WDMIN�PLAN REVIEW COMMENT RESPONSES - ASI D-009 & O11\mtv Itr 03-26-07 ASI-D-9-11 review comments.doc 'k Permit# Permit Date COMcheck Software Version 3.2.0 Lighting Compliance Certificate 2003 IECC Report Date: 03/27/07 Data filename: P:�2001-134-03�ADMIN\Elec_A\Schedules\Building D-Skier Services\Bldg-D-SkiService.cck Section 1: Project Information Project Title:Vail's Front Door-Building D-Skier Services Construction Site: Owner/Agent: Designer/Contractor: Vail,CO Vail Resorts Development Company 4240 Architecture Avon,CO Denver,CO Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction Activitv Tvoe/sl Floor Area Retail Sales,Wholesale Showroom 6107 Restaurant 29�9 Lobby-Other 438 O�� 2080 Corridor,Restroom,Support Area 12474 Storage, Industrial and Commercial 4833 Section 3: Requirements Checklist Interior Lighting: ❑ 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 36396 34001 YES ❑ 2. Exit signs 5 Watts or less per side. Exterior Lighting: ❑ 3. E�cacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls, Switching, and Wiring: ❑ 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. �,��_...�.____. _. .__ __. _____e_ ___ ._ ___ Page 1 of 4 . ' Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft. ❑ 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. ❑ 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 10. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement:The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2003 IECC,Chapter 8,requirements i COMchec Versi 3.2.0 and to comply with the mandatory requirements in the Re uirements Checl Ist. �.� �1�. —"�..,1 '�j. 7/"_ .(�_ / C�-l.% rincipal Lighting Designer-Name Signatu e Date ��»��r�i�t�r,��b� ,.. .. �^_ �� „ .� i ��` �� E� U •.C �o • ;; � � . � � . — . . � � � . . - , _ � . . ��. . . : ��i ��•• ••• °'� ` �°`n't � G � i��S��Q . L \�`\`�� Bepl►r�lii It� 2 6 200� � �� .�N T Page 2 of 4 Permit# Permit Date COMcheck Software Version 3.2.0 Lighting Application Worksheet 2003 IECC Report Date: Data filename: P:�2001-134-03WDMIN\Elec_A\Schedules\Building D-Skier Services\Bldg-D-SkiService.cck Section 1: Allowed Lighting Power Calculation q g C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts I ft2 (B x C) Retail Sales,Wholesale Showroom 6107 1.7 10382 Allowance:Merchandise Display/Fix.ID:DL-205 200(a) 1.6 200(b) Allowance:Merchandise Display/Fix. ID:T1 2580(a) 1.6 2580(b) Restaurant 2919 0.9 2627 Allowance:Decorative/Fix.ID:DL-203 800(a) 1 800(b) Allowance:Decorative/Fix. ID:DL-204 640(a) 1 640(b) Allowance:Decorative/Fix. ID:DL-207 539(a) 1 539(b) Allowance:Decorative/Fix.ID:DL-210 80(a) 1 80(b) Allowance:Decorative/Fix. ID:DL-211 160(a) 1 160(b) Lobby-Other 438 , 1.3 569 Allowance:Decorative/Fix.ID:DL-201 200(a) 1 200(b) Allowance:Decorative/Fix. ID:DL-206 238(a) 1 238(b) O�� 2080 1.1 2288 Corridor,Restroom,Support Area 12474 0.9 11227 Storage, Industrial and Commercial 4833 0.8 3866 Total Allowed Watts= 36396 (a)Area claimed must not exceed the illuminated area permitted for this allowance type. (b)Allowance is(B x C)or the actual wattage of the fixtures given in Section 2,whichever is less. Section 2: Actual Lighting Power Calculation q B C D E Fixture ID:Description/Lamp/Wattage Per Lamp I Ballast Lampsl #of Fixture (C X D) Fixture Fixtures Watt. Compact Fluorescent 1:A1:6"DOWNLIGHT/Triple 4-pin 32W/Electronic 1 27 35 945 Compact Fluorescent 2:A2:6"SURFACE/Triple 4-pin 32W/Electronic 1 30 35 1050 Compact Fluorescent 3:A3:9"SURFACE/Triple 4-pin 42W/Electronic 2 18 90 1620 Compact Fluorescent 4:A5:LOW VOLT MR16/37W MR16/Electronic 1 114 37 4218 Incandescent 1:A6:QUARTZ FLOOD/Incandescent 150W 1 26 150 3900 Compact Fluorescent 5:A7:6"DOWNLIGHT/Triple 4-pin 32W/Electronic 1 7 35 245 Compact Fluorescent 6:A8:4"LOW VOLT MR16/37W MR16/Electronic 1 11 37 407 Compact Fluorescent 7:A9:6"DOWNLIGHT/Triple 4-pin 32W/Electronic 1 3 35 105 T8/T12 Fluorescent 1: D:4'WRAP/48"T8 32W/Electronic 2 17 64 1088 Incandescent 2:DL-201:CHANDELIER/Incandescent 25W 8 1 200 200 Incandescent 3: DL-202:CHANDELIER/Incandescent 25W 6 2 150 300 Incandescent 4:DL-203:CHANDELIER/Incandescent 40W 1 2 400 800 Incandescent 5:DL-204:CHANDELIER/Incandescent 40W 8 2 640 1280 Incandescent 6:DL-205:WALL SCONCE/Incandescent 40W 1 5 40 200 Incandescent 7: DL-206:PENDANT/(1)40W&(1)37W 2 4 77 308 Incandescent 8:DL-207: PENDANT/(1)40W&(1)37W 2 7 77 539 Incandescent 9:DL-209:WALL SCONCE/Incandescent 40W 1 40 40 1600 � _��- ��tl�� N page 3 of 4 �; Incandescent 10:DL-210:WALL SCONCE/Incandescent 40W 1 2 40 80 Incandescent 11:DL-211:WALL SCONCE/Incandescent 40W 1 4 40 160 Incandescent 12:DL-212:WALL SCONCE/Incandescent 25W 2 4 50 200 T8/T12 Fluorescent 2:F4:4'STRIP/48"T8 32W/Electronic 2 21 64 1344 T8/T12 Fluorescent 3:F8:8'STRIP/48"T8 32W/Electronic 4 1 128 128 T8/T12 Fluorescent 4:G:2x4 TROFFER/48"T8 32W/Electronic 3 37 96 3552 T8/T12 Fluorescent 5:G1:2x4 TROFFER/48"T8 32W/Electronic 3 8 96 768 T8/T12 Fluorescent 6:G2:2x4 TROFFER/48"T8 32W/Electronic 3 4 96 384 T8/T12 Fluorescent 7:G3:2x2 TROFFER/24"T8 17W/Electronic 3 8 51 408 T8/T12 Fluorescent 8:J:SINGLE LAMP STRIP/48"T8 32W/Electronic 1 5 32 160 T8/T12 Fluorescent 9:K:8'TANDEM SINGLE/48"T8 32W/Electronic 2 78 64 4992 T8/T12 Fluorescent 10:M:4'WALL BRACKET/48"T8 32W/Electronic 2 5 64 320 Incandescent 13:S3:ELEV PIT/Incandescent 60W 1 2 60 120 Incandescent 14:T1:TRACK/30w per foot 1 86 30 2580 Total Actual Watts= 34001 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 36396 Total Actual Watts= 34001 Project Compliance= 2395 . . - s- . � .- ..- � ��_� ��tl ^ Page 4 of 4 � , t Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell Engineers,Inc. STRUCTURAL ENGINEERING CALCULATIONS For: Vail's Front Door Skier Services Building "D" Revisions Vail, Colorado M&N #5500.17 a��a��,¢ �y�',"-�'��r��r�.� r�r� §�`g,> � C .4`�Sryl'. .e. :� ,n��., � . These drawings and calculations are the property of Monroe&Newell Engineers, Inc. Any use or reproductions of these calculations without the expressed written permission of Monroe&Newell Engineers,Inc. is strictly prohibited. **P.E. stamp on sheet applies to the following calculation pages and indicates that have bPen reviewed. This includes all sheets attached to this cover. November 10, 2006 . �:r.v:• 2006 Platinum 5ponsor The Colorado Chapter of The American Institute of Architects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 (303� 623-4927 • FAX (3�3) 623-6602 • email: denverCa�monroe-newell.com , � ��tlt� �'s �m{� = � Monroe & Newell JOe Engineers, Inc. s"EET"o. A oF \,,I �� CALCULATED BY ""�� DATE � � �vL CHECKED BY DATE SCALE ; :. ._ . ., a ...: � ...i. ; : : _j ; • � ;.. ; ;. ��1 ��c�R��R� : ; ��,E"�� ' _.... 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Q _. ; .. . � _ __ : _ _. :�� _. �, _� ��. : __ _ _ Title:VAIL'S FRONT DOOR Job R 5500.13 Degnr.WFP - Dale:9:39AM,20JUL06 ��P��SKIER SERVICES Seopa: NEW COMPOSRE SLAB/BEAM ee000t 1her:KW-OW82JB.Yar5.e.o,1-Oec-2o03 COITI osite Steei Beam Pa� � �a,se+-��enca_cr� son�a P ssoo.,a.ECw��ame� Description ADDITIONAL FLOOR AREA BEAM:(J.3-J.7) Design Input Code ReF.AISC.9th ASD,1997 UBC,20031BC,2003 NFPA 5000 Seclion Name W12X74 Fy 50.00 ksi Beam Span 8.500 tt Pc 3,500.00 psi B�m Spacing 5.000 ft Cmcrete Density 150.00 pcf Slab Thickness 4.500 in Slud Diem�er 0.750 In Deck Rb HefgM 2.000 n 51ud Heighl 3.500 in Rib Spaeing 12.000 in Beam WeigM Added IMemelly FLb Width 5.000 In Using Pa�tiel Composile AcUon Rib OrieMetion Pe�perd'iculer Elastic Modulus 29,000.00 ksi Beam Loeation Slab Both Sides Dead Loads (app�ied neiore�sx curinp) Full Span Uniform Loacl.s... Point Loeda... N1 0.375WR #1 k ft live Loads (aaar�aher�5%�,nn�l Full Spen Unitorm Loxb... Point Loeds.., At 0.625Wfl N7 k fl Construetion Loads ' Poi�R Loada... Unilorm Loads... A 1 k N #7 0.100 klll -> fl OK Shored&Unshored Using:W 12X74,Span= 8.5INt,Sleb Thkk�ss=4.SOOin,Deck Rib Ht=2.00in,Rb Spec=12.00in,Rb Width=S.00in w/Slab E Stross Chxks for Shored 8 Umhored Cases... �Bottom of Beam Actual= 2,987.7 psi Allowable= 33,333.0 psi OK Unshored DL Stress Actual= 2,083.5 psi Albwable= 33,333.0 psi OK Actual Shear Stress Actual= 1,383.7 psi Allowable= 20,000.0 psi OK Unahored Stroee Chxk... (MdUSs+MIUStrans) Actual= 3,498.8 psi MII/SVans(top) Actual= 80.4 psi PJtemate Unshored Stress Check:(Mdl+MII)/Ss Shored Concrete SVess Chedc....(Mdl+MII)/(St[ans:top'n) Allawable= 45,000.0 psi OK Allowable= 1,575.0 psi OK 4,319.8 38,000.0 psi 130.4 1,575.0 psi Shear Studs&Shear Transfer na�i a st� 2 �r�n n�� Stud Cepacity 12.50 k V'h:min 18.13 k Tofal req'd 1�2 Span 2atuds Vh�100°k 72.62k Vh:Used 25.00 k Zone 1 from 0.000 k to 1.083N ,Use .1 shds Zone 2 Trom 1.083 k to 2.167fl ,Use 1 studs Zone 3(rom 2.167 R to 3250R ,Usa 0 slWs Zo1re 4 from 3250 fl � to 4.333fl ,Use 0 studs Zone 5 from 4.333 ft b 5.417ft ,Usa 1 studs Zone 6 ftan 5.417 tt lo B.SOON ,Use 1 studs Tdb:VAIL'S FRONT DOOR Job R 5500.13 Dsgnr.W FP Data: 9:39AM,20 JUl 06 Deacrlption:SKIER SERVICES Swps: NEWCAMPOSITESLAB/BEAM Usx:KW-0B0829BVe�59A.1�0ec2003 P8J0 2 ,�„8,.�,�,��,�,,,,,�v�,,,, Composite Steei Beam �,,E�,,,�„�„�� Description ADDITIONAL FLOOR AREA BEAM:(J.3-J.7) Deflections I:Transfortned 300.31 in4 1:Effeolfve 272.91iM Sho d Unahored Before75%Ctring 0.003in (eReraM�asremove� 0.006in Co�iruclion Loads Only 0.001 in 0.002 in ARer75%Curing 0.004in 0.004in TotelUncuredDeilection 0.003in :L/AMNM.# O.00Bin :Ll#NqB.k CompoalteDaMetion 0.007in :LlNMRN.N 0.010in :L/7689.6 Reaciions Laad Combi�tions... @ Lefl �RiaM Dead+Cansluclion 1.69 k 1.59 k Composile 2.0.3k 2.03 k Me7cDL+LL 3.30k 3.30k Analysis Values Maximum MomeMa EXeetive flangs Width... Deed Lo�f Alone 2.06 k-n Fb:qlbw 93.0o psi Based on Beam Span 1.625 ft Dead+ConsM 2.58 k-H n:Sirength 8.60 Based on Beam Specing 5.000 R Live Loed Only 3.30 k-fl n:Daflection 8.09 D�d+Live 5.36k-N Eflec[WeWidlh 1.625N Support SMare Shear O Lett 3.30 k Shear O RigM 3.30 k Section Properties S�tion Neme W12X74 Depth 71.910in Iwc:SleelSedion 8B.60iM WiAh 3.870� Itra�Formed 294.85in4 Flange Thick 0225 in St2ns:tap 57.30 in3 W eb Thick 0200 in Sita�:bot 28.181n3 Area . 4.160 in2 Sirens:eff O bot 27.51 in3 WeigM 14.130 Nflt n'Slrans:H O top 342.1 in3 I-steel 88.60 If14 X-%Atds(fom BOt 1126 in S eleel:top 74.88 in3 Vh 0 100% 72.52 k S steel:bdtom 14.88 in3 TiW:VAIL'S FRONT DOOR Job i 5500.13 Dagnr.WFP Offie:9:39AM,20JU106 DexripBon:SKIER SERVICES Seope: NEW COMPOSITE SLAB/BEAM aae seoom uex:icw-oeoezae.v�s.e.o,i-oac-zws Composite Steel Beam Page 1- (q19832009ENERGILCE�pina SoMixe 65W.t3.ECWCelaletlans Descrfption ADDITIONAL FLOOR AREA BEAM:(J.7-M.9) Design Input Code Re(:AISC 9th ASD,1997 UBC,2003 IBC,2003 NFPA 5000 ■n.mw SectfonName W18X45 Fy 50.00ksi Beam Span 32.500 N Pe 3,500.00 psi Beam Spacting 5.000 ft Concrete Density 150.00 pcf Slab Thicknass 4.600 in Stud Diemeler 0.750 in Deck R%Height 2.000 in Stud HeigM 3.500 M Rb Spec'ug 12.000 in Beam WeigM Added Inlemaqy Rib Widlh 5.000 fn Uaing Pa�tiel Cornposile Action Hb Orientetion Perpe�M'�cular Eiastk Modulus 29,000.00 ksi Beam Locatbn Slab Both Sides Dead Loads (appliedbefore75%wnng) Full Spen Uniform Loeds... Point Loads.. R1 0.375Wfl K� k ry LivB L08d3 (ePPGedefter75%cunng) Full Span UnHorm Loads... PoiM LoWs„. N 1 0.625 kfll g 1 k fl Construction Loads PoiM Loada... Uniform Loed9... - - R 1 k fl N 1 0.100 k%� -> fl """' ° OK Shored&Unshored Usi�:W 16X45,Span=32.50N,Slab Thicknesa=4SOOIn,Deck Rib H1=2.00in,Rb Spea 72.00in,Rib Widt1�S.00in vd Sleb I Stnee Chxka fer Shored A Unahored Ca»s..: �Bottom of Beam Actual= 18,147.8 psi Allowable= 33,333.0 psi OK Unshared DL Stress Aclual= 11,342.7 psi Allowable= 33,333.0 psi OK Actual Shear Stress Actual= 3,052.0 psi Allowable= 20,000.0 psi OK Unahond Stre9e Cheek... (MdVSs+MIUSVens) Actual= 20,0142 psi Altowable= 45,000.0 psi OK MII/Strens(top) Actual= 4532 psi Allowable= 1,575.0 psi OK Altemale Unshored Stress Check:(Mdl+MII)/Ss 22,790.5 38,000.0 psi Shored Concrete Stress Check....(Mdl+MII)/(Strans:top'n) 757.9 1,575.0 psi Shear Studs&SI � Adual R Studs Totel req'd 12 Spen Zone 1 from Zone 2 irom Zone 31rom Zone 4 trom Zone 5 from Zone 6 trom 5 per 1/2 beam span Stud Capecily 12.50 k V'h:min 55.78 k 6atuds Vh O 700% 223.13k Vh:USed 62.50 k 0.000 fl to 5.417 R lo 7 0.833 fl lo 16250 fl to 21.867 ft lo 27.083 k to 5.417N ,Use 2 sluds 10.833fl ,Use 2 sNds 76250R ,Uae 1 sluds 21.667N ,Use 1 studs 27.083fl .Use 2 studs szsoon .use z scuas � , Title:VAII'S FRONT DOOR Job R 5500.13 -' Dsgnr.WFP Date: 939AM,20 JUL 06 ��P��SKIER SERVICES Seope: NEW COMPOSITE SLAB/BEAM Steel Beam FLOOR AREA DeHections I:Transformed 1.587.43 in4 I:Eifedive 1,116.01in4 Shored Unshored Before75%Curin9 0.326in (eRershorsanmoved) 0.820in Constn�clion Loads Only 0.078 in 0.148 in After75%Curing 0.485in 0.485In Taal Uncured DeFlection 0.403 in :L/987.1 0.768 in :L/ 507.8 CompoailsDsflectlon 0.811 in :L/487.1 1.105in :L/ 353.0 Reactions Load Cwnbinations... O LeR �RiaM Dead+Constuction 8.45k 8.45k Compo8ile 10.16 k 10.16 k MazDL+LL 18.98k 16.98k Malysis Values Manimum Momanta EHaMive Flange Widtli... Dead Loed Abne 55.48 k-N Fb:PJbw s3.00 psi Based on Beam Span 8.125 N Deed+Const 88.68 k-(t n:Strenglh 8.60 Based on Beam Specing 5.00Ofl Live Loed OMy 82.52 k-fl n:Deilection e.09 Dead+Live 138.00 k-i! EHectWe WidtA 5.00ON Support Shwro Shear @ Left 18.98 k Shear Q Right 16.98 k Section Properties SeclionNeme W16X46 Depth 76.730M Uoc:SteelSeclion 5e8.00in4 Wirhh 7.035 in I lransformed 1.56i20iM FlengeThbk 0.585in Slrans:top 254.05in3 WebThkk 0.345in Strans:bot. 107.78in3 Arae 13.300 in2 Strans:eff�bot 9125 in3 WeigM 45.176 Mk n'Strans:Ef @ top 1,450.51n3 I•steel 588.00 IM X-X Axis trom Bot 14.481n Ss18el:top 72.86 in3 Vh 0100% 223.13k S steel:bottom 72.66 in3 Trtla:VAIL'S FRONT DOOR Job A 5500.13 TiNe:VAIL'S FFiONT DOOR Job�15500.13 �y Dsgnr.WFP Date:9:39AM,20 JU106 Dsgnr.WFP Dala: 9:39AM,20 JUL O6 w�nP��SKIER SERVICES Descripdon:SKIER SERVICES Seopa: NEW COMPOSRE SLABIBEAM Aev se000t user:uw-aeaezae.vx sa.o.i.ow•2aoa Page 7 ��,�•�E�� Composite Steel Beam swo.,3.wwc�wbtlo�s Description ADDRtONAL FLOOR AREA BEAM:(M.9-N.3) D@Slgn Input Code Hef:AISC 91h ASD,1987 UBC,20031BC,2003 NFPA 5000 Seclion Name Wtt7(14 Fy 50.00 ksi B�m Spen 10250 ft fc 3,500.00 psi B�m Specmg � 5.000 fl Concrete Dansiy 150.00 pcf Slab Thkkness 4.500 in Slud Diameter 0.750 in Deck FUb Height 2.000 in Stud HeigM 3.500 in Rb Spacing 72.00o in Beam WeigM Added IMemarty Rib Widlh 5.000 in Using Partiel Composile Aclion Rib Orienlation Perperdicular Etastic Modulus 29,000.00 Igl Beam Lxatan Slab Both Sides DCBd L08dS (applied be/ore 75%euring) Full Spen Uniform Loada... PoiM Loads... M1 0.375Wft A1 k ft LiveLoads (epp�iedene.7sxourme) Fuil Span UMform Loads... � PoiM Loads... e� o.szs wn s� k n Construction Loads PoiM loeds... UnHorm Loeds... N1 k N R1 0.700WN -> k OK Shored&Unshored Using:W1?Xta,Span=10250,Sleb Thickness=4.500in,Deck Rib H1=2.00in,Rib Spae=12.00in,Rib Widlh�5.o0in w/Sleb I Strsaa Cheeks for Slqred 6 Unshored Caaea...� �Bottom ot Beam Actual= 7,625.8 psi Albwable= 33,333.0 psi OK Unshored DL Streu Actual= 5,181.0 psl Allowable= 33,333.0 psi OK Aclual Shear Stress Actual= 2,182.0 psi Allowable= 20,000.0 psi OK Unehwed Shess Chack.... � (MdVSs+MII/Strans) Actual= 8,821.4psi Allowable= 45,0OO.Opsi OK MII/Shans(top) AcWal= 1432 psi Allowable= 1,575.0 psi OK Altemate Unshored Stress Check:(Mdl+MII)/Ss 10,741.9 38,000.0 psi Shored Concrete Stress Check....(Mdl+MII)/(Strans3op'n) 232.3 1,575.0 psi ShearStuds&ShearTransfer Aclual#Studs 2 per 1/2 beam spen Stud Cepecily 12.50 k V'h:min 26.00 k Total req'd 12 Span 3studs Vh�100% 104.00k Vh:Used 25.00 k Zone 1 from 0.000 h to 1.708f[ ,Use 1 sluds Zone2from 1.708 ft l0 3.477ft ,Use t studs Zone3irom 3.417 fl to 5.125fl ,USe 0 stWs Zone 4}rom 5.125 R to 6.833N .Use 0 studs Zone 5 trom 6.833 ft to 8.542ft ,Use 7 studs Zone 6 hom 8.542 fl to 10250 fl ,Use 1 sluds Scrope: NEW COMPOSITE SLAB/BEAM ua.'r:�0uw°a°a�oezaev�rse.o,i-o�zooa (�Otil osite Steel Beam Page 2 k iee3aaw��cxc�y�.m�u som,�a P 5 W 0.19.EC W:CtlalaRa�s Description ADDITIONAL FLOOR AREA BEAM:(M.9-N.3) DeHections I:7ia�slormed 338.75 in4 1:Elfeclive 21125M SMred Unahored Betae75%Curing 0.O16in (eRxanoresiemovee) 0.038in Construclion Loads Only 0.004in 0.010in Atter75%Curing 0.025in o.025in TotalUneuredDeflection 0.020in :L/6205.9 0.047in :L/2602.9 CompoaNe Defleetlon 0.041 in :L/2991.9 0.063 fn :L/1954.9 Reactions �08d C.OIIIbIf18�10115... �Lep �RiaM Dead+Constuction 2.57 k 2.51 k� Compos0e 320k 320 k MaxDL+LL 520k 520k MelysiS Velues Mazfmum Momanb E}feetiw Flange Width... D�d Loed qlone s.11 k-N Po:PJbw 33.00 psi Basad on BBam Span 2.562 fl Deed+Consl � 8.42 k•ft n:Slrenglh 8.60 Based on Beam Spedtg 5.000 R Live Loed Only 821 k-ft n:Deflection 8.08 Dead+Live 13.32 kJl . EHective Widlh 2.562fl Support Shsan Shear�Lefl 520 k Shear 0 RigM 520 k Section Pro rties SeclionNeme W72JC1q Depih 71.970in Inc:SteelSeclion 86.60iM-- Widlh 3.970 m I transfortned 333.80in4 Flange Thick 0225 in Sirens:top 79.98In3 WebThick 0200in Strans:bot 2728in3 Aree � 4.180 in2 Sttans:efF�bot 20.96 in3 � . WeigM 74.130 MIt1 n'Strens:Ef O top 402.5 in3 Lsteel 88.60 in4 X-X A�acs from Bot 122a in S ateel:top 14.88 in3 Vh O 100% 104.00 k S steel:bottom 14.88 in3 . Titla:VAII'S FAONT DOOR Job�F 5500.13 Degnr.WFP Data:9:52AM,20JUL06 �e'��P��SKIER SERVICES Seops: NEW COMPOSITE SLABIBEAM Ueec KW.0B062]B,Va SR.o,i-Oee-2003 COIII OSIte StCBI BEARI � Pege t ��sav.zom weRCUC r a� sam,� P ssoo.,a.ECwcmaea� Description ADDITIONAL FIOOR AREA BEAM:(N.3-N.4) Desi n Input Code Re(:AISC 91h ASD,1997 UBC,20IXi IBC,20IXi NFPA 5000 SeetionName W12X74 Fy SO.00ksi Beam Span 12.000 tt Pc 3,500.00 psl Beam Spacing 5.000 fl Concrete Densiry 150.00 pcl Sleb Thickness � 4.500 in Stud Diemeler 0.750 in Deck Rb HeigM 2.000 in Stud Heighl 3.500 in WbSpacim,� 72.00Oin BaemWeighlAddedlntemally Rd�Width 5.000 in Using PaNal Composite Adion Rb Orientetion Perpendicular Elastie Modulus 28,000.00 ksi Beam Location Slab Both Sides Dead Loads (appned be�o�e�sss cum�/ Full Spsn Uniform Loads... PoiM Loeda... 8 1 0.375 k/R �!1 k � � fl Live Loeds (ePPNedelter75%curing) Full Spen Uniform Loada... Point Loads... A t 0.625 Wfl � p t k ft Construction Loads PoBrt loeda... Unfform Loeds_ 8 1 k ft k 1 0.100 k/k -a fl OK Shored&Unshored Using:W 12X74,Span=72.00R,Slab Thickness=4.5o0in,Deck Rib M=2.00in,RX�Spe�12.00in,Rib Widtl�5.00in w/Sleb I Sheae CMeks tor SMrod R Unahond Casse... A Bottom of Beam Actual= 10,371.6 psi FUlowable= 33,333.0 psi OK Unshored DL Stress Aclual= 7,101.1 psi Alloweble= 33,333.0 psi OK Actual Shear Stress Actual= 2,554.5 psf Allowable= 20,000.0 psi OK UnsMred Str�as Cheek.._ (MdUSs+MIUStrans) Actual= 12,0412 psi MII/Strans(top) acmai= »s.a ps� Altemate Unshored SVess Check:(Mdl+MII)/Ss Shored Concrete Stress Check....(Mdl+MII)/(Strans:top'n) Allowable= 45,000.0 psi OK Allowable= 1,575.0 psi OK 14,723.0 38,000.0 psi 284.5 1,575.0 psi Shear Studs&Shear Transfer Actual�►Studs 2 per 1/2 beam spen Stud Capacity 12.50 k V'h:min 26.00 k Total rp'd 12 Span 3studs Vh Q 100% 104.00k Vh:Used 25.00 k Zone t trom 0.000 N to 2.OW k ,Use 1 studs Zona 2 from 2.000 k to 4.OW R ,Use 1 studs Zone 3 from 4.000 N to 8.000 fl ,Use 0 sluds Zone 4 from 6.000 N to B.00ON ,Use 0 studs Zone 5 from 8.000 R to 10.000 R ,Use 1 studs Zone 6 from 10.000 ft to �12.000 ft ,Use 7 studs � Title:VAIL'S FRONT DOOq Job 115500.13 Dagnr.WFP Date: 9:52AM,20 JUL O6 Dexriptlon:SKIEH SERVICES Swpa: NEW COMPOSITE SLAB/BEAM 6BOW1 �i:icwaeoezae vas.e.o,i-o.c-zooa L'OITI osite Steel Beam Pa9e 2 (c)18B3-2W9QJE{�CRLC SoXwaza P 5500.13.ECW:CeMUlalbre Description ADDITIONAL ROOR AREA BEAM:(N.3-N.4) Deflections I:Transformed 350.99 iM I:EffeIXive 21725M S_ Mnd Unslwrad Before 75%Curing 0.029 in (aRersMrea removed) 0.071 in . ConstructbnLoed+Only 0.007in 0.018in Aiter75%Curing 0.048in O.OqBin TotalUncuredDeflection 0.036in :L/3977.4 0.089in :L/7622.7 ComposibDeMetlon 0.076in :L/1977.5 0.117in :L/1232.0 Reactions Load combinatiorre... ary o RfaM Dead+Constuction 2.93k 2.93k Composite 3.75 k 3.75 k MazDL+LL 6.OBk 6.Oek Mely9i3 VelueS Madmum MomeMs Ettective Flange Width... Dead Loed Abne 7.00 k-fl Po:Albw 33.00 psi B09@d on Beam Spen 3.000 R Dead+Const 8.80 k-(1 n:Strengih 8.60 Besed on Beem Spacing 5.000 ft Live Load Ony 1125 k-ft n:Deflection 8.09 D�d+Live 1825 k-(1 Eifective Widlh 3.00Oft Suppott Sh�n Shear O Lefl 8.08 k Shear�Right 8.08 k Saction Properties SeWbn Name VVt?JC14 Deplh 17.970 in hoc:Stee)Sectlon 88.60{n4 . - Width 3.970in ItransFormed 3482Bin4 Flange Thidc 0225 In Strar�s:top 89.521n3 Web Thkk 0200 in SVaris:bot 27.61 in3 Area 4.160 in2 Slra�s:eff 0 bot 21.12in3 WeigM 14.130#flt n•Strens:Et O top 412.7in3 �-��i se.so�na x-xnx�rr«�,eo� iz.sam 5 steel:tap 14.88 In3 Vh Q 100% 104.00k S steal:bottom 14.88 in3 0 •-- E , . � �,�� 't��'� „� �Q�� -T � Monroe & Newell JOe Engineers, Inc. sHeer No. � oF ` / CALCULATED BY ' '°�� DATE �� +`f� �`� CHECKED BY DATE SCALE ° : t ; . : _ �.. ; ,. . ___ _ ... .. . . . . .. . . .: _ ... _. __ ° � :. _: : : ; , __ _.... �� X �•��1�€�� ; , ��tt��: ; :�_ ;.. . ;_ ..._, ......; .. .; _ _ :. _s _ :... ': . .. _.. � r � � : _._... _ .. _... . : . � �r � ^� �, �.�� r€ : � �� s�: �� ` �� : . . : �� __ ..... ....a.. .... . . : . .. ,__. _�.. .:. . : , . �. _ . ..4..f... ,.. : : i � : : + : : i ; ' ' ' ' ; : • . ..... ..___ ,. .. ....... __... ... : . . . .:... _ . . . �y .. �� i o . � � �Be � �� >._ ...... ... �._. . � ; > a : �� _......, _......._ _.....,. . :. • � _ , _. _...,...._.... _..._ _,.. ..; _...... .. , . . : .r . . _ . ; i ; ; i ............_:.............�...._.......;............_'........_ ..... ..... ...... ..... ... .... ...... .__. ..... _.... ..... ..... ..._. .__. ..... __.. ...... ._.. ..... . . .._i._. ....:_... .._y... _':............_i.._ ._. � ; : :.... _. ._;...�.. ` . , .,. � € �_ .........., .... ......` _;. .._i � � : � ��!;�( : � ' ' :�' � �� . : .: : �; ., ��.. _�_.a..�..� � : : F �; � ; / _ � _� . ^ .;.. � , . ; _ _ _ __ _�_ . . : s. , _ ....:.........n . .. _.. b E__ %. . .., w. .;-. ...: .j ` >. � ��. : .............'..............i......_..i . ! � .... ...... .... ..._ _.... _.... .... ...... ...... . ....._........... _.. ' � ' � � . _._. . .._. ._. .... ... ... ._. ...... . . .. ....:........d..s.;_._........>_............,........__;..._�t..._;.._ ._.:.......__;.........,�.F..... : : ; < . ,. . . � : : 1 : : c i -�: : 1.1 — 4! : ' I ' ;._.�_.. ��.. l:.... �.._;.t�.... L : � � ; ; I ; ; , ► � o _ �'�� _t� -� _� _ t��. : _.;... , � : :_. _ , _ , : _ __ _ _.... .. ....... ..... . _. . ; _. ;.. . :.. ........ .... . ....:............__..._.....,......_...;.. .._..... . . _. ; _; : : � : 1: � : ;. ,. : : . ; t ; � ^ ��N� e. ,,� ^ � � .� �.� :.. .. .._�_. . . . _ _. ; � .. .__ ..... . . .......:..............�. ' � � :� : ,.:. �.. ..:_ :. _:. s� � R < ;.. ,.. ... ,... ;. _.._....�....._....._5......._....:..........._i_.. ..__:... ._.E.'_........................:..........: _.. _ _ .... _. __.. __. . i ' � i i � ;....._�.q;.... .._j...........:.._ ...' : . . . � . . . .;.... a ; ..:�. � �� 0�.t � ' :.... i : i � _;.. �.`,....t�� ....; �_. '.3-.. __� , �a —;�' :,� . ; �� .. � . `�2 L 3� l,�. _ _.: : . :.... .:...... .... . _ _ ;.. ...� 4 : . : :.. .. _ . _: . .; ; � ° Tifle:VAIL'S FHONT DOOR Job#5500.13 Dagnr:WFP Data: 9:39AM,20JUL06 Deaeriptlon:SKIER SERVICES Seope: NEW COMPOSITE SIABBEAM us�.�i�w00-oeoazae.ve�ss.o.i-o��zwa (�'OR) ositeSteelBeam P898 �� (c)/983-2003ENERCALCC�pi So%ware P �oo.�a.ccw��a�a Description ADDITIONAL FLOOR AREA GIRDER(J.7-LINE) Design Input Code Ref:AISC 91h ASD,1997 UBC,200318C,2003 NFPA 6000 Section Name W76X36 Fy 50.00 ksi Beam Span 14.333 N Pc 3,600.00 psl Beam Spacing 32.500 ft Concrale Densily 145.00 pct SlebThkkness � 4.500 in StW Diemeter 0.750 in Deck Rib Heighl 2.000 in Stud Heighl 3.500 fi� R�b Specing 12.000 in Beam WeigM Added IMemalty Ri�Widlh 5.000 in Using Parliel Compos%e AcUon Rib OrieMaifon Parallel Elest�Madulus 29,000.00 ksi Beam Location sleb Both Siaes Dead Loads (eppl'red berore�55c curing) Pull Spen Uniform Loads... Pofnt Loada_. � R 1 kltt k 1 7.700 k 4.77Bfl 82 Wh #2 7.700k 8S56M Liveloads (eppRedeRer75%cudrg) FWI Span Uniform Loads... Point Loeds». N 1 kRl 9 t 72.800 k 4.778 fl A 2 WN R 2 12.800 k 8.556 fl Construction Loads PofM Loads... Uniform Loada... - R 1 6200 k 4.778 fl �11 W1t y ry A 2 620D k 9.558 fl N 2 Wlt -> ft OK Shored&Unshored Using:W 16X36,Spen=14.33ft,Sleb Thickness=4.500in,Deck Rib Hl=200in,Rib S�c=12.00in,Rib Wi�hs 5.00in xd Slab I Strass Chxks(or Shored&UnsFwred Cases.. �Bottom of Beam Ac[ual= 16,699.1 psl PJlowable= 33,333.0 psi OK Unshored Dl Stress Actual= 14,302.0 psi Allowable= 33,333.0 psi OK Actual Shear Stress . Adua1= 4,437.0 psi Allowable= 20,000.0 psi OK Unshored Stroas Check... (MdUSs+MN/Strans) Aclual= 18,339.9 psi PJlowabla= 45,000.0 psi OK MII/Strens(top) Actual= _421.7 psi Allowabla= 1,575.0 psi OK Altemate Unshored Stress Check:(Mdl+MII)/Ss 20,999.6 38,000.0 psi Shored Concrete Slress Check....(Mdl+MII)/(Strens:top'n) 681.7 1,575.0 psi Shear Studs&Shear Transfer o.�ni Actual8 Studs 5 per 1/2 b�m span Stud Cepaeity 12.50 k V'h:min 53.30 k Totel roq'd tk Span Satuds Vh�100% . 21320k Vh:Used 62.50 k Zone 1 irom 0.000 H to 2.389ft ,Use 2 sluds Zone 2 irom 2,389 ft to 4.778 ft ,Use 2 sluds Zare 3(rom 4.778 it t0 7.1661t ,Use 1 studs Zone 4 irom 7.166�R ro 9.5551t ,Use 1 studs Zone 5 irom 9.555 1t to 11.944 ft ,Use 2 studs Zotre 8 from 17.944 it to -14.333 N ,Use 2 shds Tkle:VAIL'S FRONT DOOR Job 1t 5500.73 Dsgnr.WFP Dats: 9:39AM,20 JUL 06 Deseriptlon:SKIER SERVICES Swpe: NEW COMPOSITE SIAB/BEAM c��,�;��80•�,„�,� Composite Steei Beam Pa98 z 5500.13.ECW:Celalaqorvs Description ADDITIONAL FLOOR AREA GIRDER(J.7-LINE) Detlections I:T�ansformed 1,205.45�4 I:EffeclNe 858.11iM Shored Unshw�d Before 76%Curing 0.057 in (aRashaes removed) 0.110in Construdion Loads Ony o.045 in o.0e6i� ANer75%Curing 0.093in 0.093in TotelUncured�efledion 0.102in :L/1882.8 0.196in :LI 878.5 CompoaRa Mllsetion 0.150 in :L/1145.6 0202 in :L/ 849.4 Reactions Loed Combinetions... �Lary �RiaM D�d+Constuclion 14.16k i4.16k Composile 12,BOk 72.80k MmtOL+LL 20.76k 20.76k Mal sis Values Meximum Momantn EHective Flengs Width... Dead Load Abne 37.71 k•R Fb:Albw 33.0o psi Based on Beam Span 3.5e3 R Dead+Ca�st 67.33k-N n:Strength 8.60 gasedonBeamSpecing 32.500ft Uve Load Ony 67.15 k•ft n:Deflection 8.57 Dead+Live 98.06k•ft ENectiveWidlh 3.583k Suppon SMsn Shear @ LeR 20.76 k Shear�Righl 20.76 k Section Properties SectionName W1BX36 � Deplh 75.860in boc:SteelSectlon 44e.00in4 Widlh � . 6.985 in I trans(ortned 1202.13 iM FlangeThkk 0.430in Slrens:top 202,38in3 � WebThick o.2951n Strens:6ot 83.37in3 Area 10.800 in2 Strans:eff�bot 71.04in3 WeigM 38.005 AIR n'Strans:Ef O top 1.185.7 in3 � I•steel 448.00 iM X•X A�ds from Bot 14.42 in S steel:top 56.49'vi3 Vh 8 100% 27320 k S steel;bdlom 56.49 in3 TINs:VAII'S FRONT DOOR Job#5500.13 Dsgnr:WFP Data: 9:39AM,20 JUL 06 Dsseription:SKIER SERVICES Scope: NEW COMPOSRE SLABIBEAM Rev.59W01 Usx:NW-OB0623B,Vm5.8.0,/-Oac-2003 CO►II OSIt@$tC�)B88R1 Page 7 (�t�a zow�eacuc Fn ne somrere P ssoo.ia.ECwcuareaana Description ADDITIONAL FLOOR AREA GIRDER(M.9-LINE) Design Input Code ReF.AISC 81h ASD,1997 UBC,200318C,2003 NFPA 5000 Section Neme W16X36 . Fy 60.00 ksi Beam Span 14.333 ft Pc 3,500.00 psi Beam Spacing 32.500 fl Concrete Density 146.00 pcf Sleb Thkkness 4.500 4f StW Diemeter 0.750 tn Deck Rb HeigM 2.000 in Stud HeigM 3.500 in Rb Spacing 12.000 M Beam Weighl Added IMemelly . Rib Widlh 5.000 in Using Pa�liel Cornposfle Action Rb Orientation Perallel Elestk Modulus 29,000.00 ksi Beam Loratbn Slab BoN Sides Dead Loads (appred be�ore 7ss6 cunnp) FullBpan Uni(ortn Loeds... PoiM Loads... �1 � M 1 6.400 k 4.778R R 2 Wfl . R 2 8.400 k 9.556ft LiveLoads (aaa�%adaeer�s%w�ir�� Full Span Unitorm Loeds... Poird Loade... �� 117 14.000 k 4.778 R �2 � #2 14.000 k 9b58 ft Construction Loads wnrrs<i PoIM Loade... Uniform Loada._ 81 6.800 k a.na n M 1 kfl1 _> N 2 8.800 k 9.556 N N 2 klft -> '"'"""''�e, OK Shored&Unshored Using:W 76X36,Spen=14.33R,Sleb Thickness=4.SOOin,Deck Rib H1=2.00in,Rb Spa�12.00in,Rib W id[th S.00in w/Slab I Stresa Chxka tor SMred�Umhored Casea... �Bottom of Beam Actual= 18,232.3 psi Allowable= 33,333.0 psi OK. Unshored DL Stress Actual= 15,6272 psi Allowable= 33,333.0 psi OK Actual Shear Stress Actual= 4,843.1 psi Allowable= 20,000.0 psi OK Unahorod Strass Cheek... (Mdl/SS+MIUStrans) Aclual= 20,018.6 psi Allowable= 45,000.0 psi OK MII/Strans(top) Actual= 4612 psi Allowable= 1,575.0 psi OK Altemate Unshored Stress Check:(Mdl+MII)/Ss 22,927.7 38,000.0 psi Shored Concrete Stress Check....(Mdl+MII)/(Strans:top'n) 7442 1,575.0 psf Shear Studs&Shear Transfer Actuai ft Sluds 5 per t/2 beam spen Stud Capaeily 12.50 k V'h:min .53.30 k Total req'd 12 Span Sstuda Vh�100°k 21320k Vh:Used 62.50 k Zone 1 hom 0.000 ft to 2.389 N ,Use 2 sluds Zone 2 from 2.389 N to 4.778 fl ,Use 2 studs Zone 3 hom 4.778 fl to �.168 fl ,Use 1 studs Zone 4 from 7.166 fl to 9.fi55 ft ,Use 1 stWs Zone 5 from 9.555 ft to 11.941fl ,Use 2 studs Zone 6 from 17.844 ft to 74.333N ,Use 2 studs Trtla:VAIL'S FHONT DOOR Job#5500.13 Dsgnr.W FP Dats: 9:39AM,20 JUl a6 auNPdo��SKIER SERVICES Scope: NEW COMPOSITE SIAB/BEAM RBr.580001 us�:uwaeoezae,v�sa.o,i•oaczooa (�'OI11n osite Steel Beam Page 2 cI79&�-2003ENERCALCEnpiliae�lnpSOflwma 1' 5500.13.ECWCtlwlatlms Description ADDITIONAL FLOOR AREA GIRDER(M.9-LINE) Deflections I:Transtormed '1,205.45 in4 I:EffeAive &58.11iM SMred _Slnehored Betore 75%Curing 0.062 in (eBershores rertave� 0.119 in Conslnietbn Loeds Only 0.049 in 0.094 in Alter 75 h Curing 0.1021n 0.102 in Total Uncured Deflection 0.112 in :L/1640.6 0214 in :L/ 804.3 � Composits DeflMion 0.1%in :L/10492 0221 in :L/ 778.6 Heaetions Load Combinatans... �LeR �RioM Dead+Constuction 15.46 k 15.46 k Composfle 14.00k 14.00k MarzDL+LL 22.fi6k 22.6gk Malysis Values Maxhnum A9omaMa EHecllva Flengs Width... Deed Loed Alone at.os k-fl Fb:Albw 33.00 psi Based on Beam Span 3.583 tt Deed+Const � 73.54 k-N n:Strenglh 8.80 Besed on Beam Spacing 32.500ft Llve Load Only 68.89 k-ft n:Deflection 8.51 �Oead+Live 107.94 k-ft EBeUive Width � 3.583tt Support Sheare Shear O LaN 22.68 k Shear O Right 22.88 k Section Properties SectfonNeme W14X36 Depth i5.860in ba:SteelSedion 44B.00in4 Widlh 6.985 in I Uansfom�ed 1,202.131n4 Flenge Thkk o.43o in Stra�:top 202.38In3 Web Ttdck 0295 in Sirans:bot 83.37in3 Area 10.600 in2 Strans:eff�bol 71.04in3 Weight 36.005 Mft n'Shans:Ef @ top 1,165.7 in3 1-steei 4t8.00 in4 X-X A�as trom 60l 14.42 in Ssteel:top 56.49in3 Vh6100% 21320k s atee�:nonan 6s.as in3 � Tltie:VAIL'S FAONT DOOR Job t 5500.73 Degnr:WFP Data: 8:39AM,20 JUL o6 DextlpNon:SKIER SERVICES Seope: NEW COMPOSRESLAB/BEAM '"�:�z3e.��ss.^.�-�,�.�^� Com ositeSteelBeam �� (c17983�2003ENEfiC�LCEn' SoM�ala P 6500.13.ECWxalablom Description ADDITIONAL FLOOR AREA GIRDER(N.3-LINE) Design Input Cale Ref:PJSC 9th ASD,1997 UBC,2003 IBC.2003 NFPA 5000 Seclion Name W76%36 Fy 50.00 ksi Beam Spen 14.333 fl fc 35�0.00 psi Beam Specing 10250 ft Concrele Densdy 145.0o pcf Sleb Thiokness 4.500 in Stud Diameler 0.750 In Deck Rib HeigM 2.a00 in Stud HeigM 3.500 in Rib Spacing 12.000 in Beam Weighl Added IMemefly R0.�Width 5.000 in Using Perlial ComposfteAetion Rb OrieMation Perallel �w�W� 29.000.00 ksi Beam Loeation � Slab Bdh Sides Dead Loads (earfied ve�ore 7s7s curmg) Full Span Uniform Loada... PoiM Loeds... N 1 WN M 1 2.000 k 4.778fl A Z Wft M 2 2.000 k 9.556ft Live Loads (ePpliede/ter75%cunng) Full Span Uniform LoWa... Point Loeds... K 1 Wtt N 1 3.300 k 4.T/8 ft #2 � A 2 3.300 k 9.556 fl Construction Loads PoiM Loads... Uniform Loads._ #1 1.800 k 4.778 N k 1 Wry -> fl M 2 6.800 k 9.556 fl A 2 kRl -> R OK Shored&Unshored� ., Using:W 16X36,Spen=14.33ft,Slab Thickness=4.600in,Deck Rib Hl=2,OOin,Rib Spao-12.00in,Rib Widtl�S.00in w/Sleb I Shesa Checka for Shored&Unehored Cases... �Bottom ot Beam AcWal= 4,433.1 psi PJlowable= 33,333.0 psi OK Unshored DL Stress Actual= 7,345.3 psi Allowable= 33,333.0 psi OK Actual Shear Stress Actual= 1,188.0 psi FUlowable= 20,000.0 psi OK � Unshored Strsas Chsek... (MdUSs+MNStrans) Actual= 4,889.1 psi Albwable= 45,000.0 psi OK MII/Shans(top) Adual= 108.7 psi Allowable= 1,575.0 psi OK Altemate Unshored Stress Check:(Mdl+MII)/Ss 5,574.8� 38,000.0 psi Shored Concrete SVess Chedc....(Mdl+MII)/(Strans:top`n) 181.0 1,575.0 psf Shear Studs&Shear Transfer Aduel iF Studs 5 per 1/2 beam spen Stud Cepecily 12.50 k V'h:min 53.30 k Total roq'd 1@ Span 5 atudn Vh�100% 21320k Vh:Used 82.50 k Zone 1 irom 0.000 k to 2.389ft ,Use 2 sluds Zona 2 from 2.389 ft to 4.7781t .Use 2 sluds Zone 3 from a.ne n to 7.768 N ,Use 1 studs Zone 4(rom 7.166 it to 9.6551t .Use 1 studs Zo�5 from 9.555 N to 11.944fl .Use 2 Wuds Zone 8 irom 11.944 ry to 14.333it ,Use 2 5tuds TiUe:VAIL'S FRONT DOOR Job A 5500.13 Dagnr.WFP Date: 9:3sAM,20 JUL 06 DmedpHon:SKIER SERVICES Seopa: NEW COMPOSITE SLAB/BEAM u�:�°oeoexae,v«sa.o,i�o,o-zooa COI71/�osite Steel Beam Pege Z Ic119B32003ENERCKCEnV�eM 9aflware 1' 6500.t3.ECW:CaIwleXms Description ADDI7'IONAL FLOOR AREA GIRDER(N.3-LINE) Deflections I:Translormed 1205.45 iM I:Effective 858.7 7iM Shorad Urohored Before75%Cuung 0.016in (eRershorasremoved) 0.030in Constructbn Loads Only 0.031 in 0.059 in A(1er75%Curing 0.024in 0.024in TolelU�uredDelladion 0.0461n :L/3704.0 o.089in ;L/1g33.8 ComposfteDefleetion 0.040in :L/4317,7 0.054in :L/3164.0 Reactions Load Combinations... �L� . 'hl Dead+Constuction 5.59 k 7,93 k Compoeite 3.30 k 3.30 k MerzDL+LL 6.66k 5.56k Malysis Values Merzimum MemaHe EHectiw flangs Width... D�d Loed Abrre 10.48 k•It Po:Albw 33.0o psi Based on Beam Span a.583fl Dead+Const 34.58 k-ft n:Strength 8.60 Based on Beam Spacing 10250 ft Live Load Ony 15.77 k-R n:Deilection 8.57 � Dead+Live 2625 k-ft EHective Widlh 3.683ft SuppoK Sheero Shear Q Left 5.56 k Shear @ Rfght 5.56 k Section Properties Seclbn Name W16X38 Depth 15.B60In Ipc:StcelSection 448.00in4 Widlh 6.985 in I transformed 1,202.13in4 Flenge Ttvck 0.430 in Strans:top 202.38 in3 WebThick 0295in Strens:bot 83.37jn3 Aiea 10.60o in2 Strans:etf O bot 71.04 in3 Weight 36.005 Nlit n'Strans:Ef�tap 1,765.1 in3 4sleel 448.00 iM X-X A�ds from Bot 14.42 in S Meel:top 56.49 in3 Vh O 700% 21320k S stael;bottom 56.48 in3 � � � �a , !��4� ! k�'e�l �,*�`'l�t� JOB P � Monroe & Newell Engineers, Inc. sHE�r"o. � oF CALCULATED BY �� DATE �� °�� CHECKED BY DATE SCALE _ ...__.. . � . 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OF CALCULATED BY� DATE � CHECKED BY DATE SCALE _ . ... . ' ;_ �.�''"� � , _� _ ; . : °� _ � ;_ _ _ _�o _ �, - �� _ � � . f�� s' _��o� ; __ � _ _ _ _ �� _ , . :__ ._ . __ __ ; r_¢ _ ,l _ �` _ _ �� "r� � � __ _ _ _ . _ _ _ _. �� -� _��: � _ �� _ �' � __ _ _ _ . _ . _ .�...�._�. _ w� ��d t�,� " ��a�l _ _ : _ _ _ _ � __ _ ; _ __ �� _ :__ _:_ : __ _ __ _ . _ _ . . : __ � =�� : _ _ _ _ _ _ _ .1/ . _ _ . _ P . _ _ �_= �,� -r �, _� _- �_ �: _ _ _ _ . _ _ . _ _ ��, . _ _ _. _ __ _ _ �. -�:� _ _ _ _ _ _ _ Ua� _ ��p� � __ ___ G' =�`��-f ��s�s�l�`-s� -�?�� f' � _ _ _ _ �'! _ _�- �� _ «o c�� ' �`�a��°� _ _ �;ss �- _ �,s ' _ _ _ _ __ : _ __ ;_ , .��- f��f z;:�-�s.��.�� = �'�'�_ •� ' Monroe & Newell Job VFD - Skier Services Engineers,Inc. Project # 5500.02 Date 11/7/2006 Designer LLG long rafter w Load Information DL 40 psf � LL 100 psf trib width 4.5 ft L 14 ft defl. limit 240 Material Data �F noi �t�mbe� • � � Fb 1,350 psi F„ 180 psi E 1.7E+06 psi Calculated Values w 630 plf R= wU2 = 44101b M = wL2/8 = 15.4 k-ft deflection (x) 0.7 in . Design Values DF no1 (timber) S�= M/Fb 137.2 (�n3) � �f� 5 - 2-2 ?,� A = V/F„ DF no1 (timber) � _ �� (in`) 36.75 � � � �� DF no1 (timber) ��L I�= 5wL4/384Ex 457.6 (�n4) - ' Monroe & Newell �ob VFD - Skier Services Engineers,Inc. Project # 5500.02 Date 11/7/2006 Designer LLG other point load on valley w Load Information DL 40 psf � LL 100 psf trib width 6 ft L 11 ft defl. limit 240 Material Data DF nol (timbe • � � Fb 1,350 psi F� 180 psi E 1.7E+06 psi Calculated Values w 840 plf R =wU2 = 4620 Ib M = wL2/8 = 12.7 k-ft deflection (x) 0.55 in Design Values DF no1 (timber) Sr= M/Fb 112.9 � �r/� (�n3) A= V/F„ DF no1 (timber) (in`) 38.50 DF no1 (timber) Ir= 5WL4/384EX 296.0 (�n4) 1 ' Monroe & Newell Job VFD - Skier Services Engineers,Inc. Project # 5500.02 Date 11/7/2006 Designer LLG valley P Load Information . DL 9000 psf � LL x1 1 ft x2 1 ft L 12 ft defl. limit 240 Material Data DF no1(timbe • � � Fb 1,350 psi F� 180 psi E 1.7E+06 psi Calculated Values A = 1 ft^2 P = 9.00 k R = P/2 = 4.50 k . M = PU4= 27.0 k-ft deflection (x) 0.6 in Design Values S�= M/Fb 240.0 ��n3� g� �� I�-=�< <�' A= V/F„ ,�„ % Z�'Z� (in2) 37.50 �ax �� =�� : �� I�= PL3/48EX 549 � __ � ��p� (�n4) IZKI� � "� �� = � �S � �--�.._. �``�j�C� ', - Title: �� ' Job#S s�,(�� Dsgnr: �� Date: 2:25PM, 7 NOV 06 Description : Scope: Rev: 580002 User:KW-0606238 Ver5.8.0,1-Dec-2003 Single Span Beam Analysis Page � (c)1983-2003 ENE�ICALC Engineering Softw2re Description � S� � t General Information Center Span 4.00 ft Moment of Ine�tia 3,290.000 in4 Left Cantilever 5.50 ft Elastic Modulus 1,700 ksi Right Cantilever 4.50 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span... On Left Cantilever... On Right Cantilever... #1 0.840 Wft #1 0.560 k/ft #1 0.840 k/ft Point Loads Magnitude 7.800 k k k k k Location -5.500 ft ft ft ft ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 4.000 ft Moment -51.37 k-ft 0.00 k-ft -8.50 k-ft Shear 12.40 k 0.00 k 9.04 k Deflection 0.00000 in 0.00000 in 0.00000 in Summary Moments... Shears... Reactions... Max+ @ Center 0.00 k-ft at 0.00 ft @ Left 12.40 k @ Left 23.28 k Max- Q Center -51.37 k-ft at 0.00 ft � Right 9.06 k @ Right -5.26 k Maximum 12.40 k C �eft Cant -51.37 k-ft @ Right Cant -8.50 k-ft Deflections... C�? Center 0.018 in at 1.75 ft Maximum - 51.37 k-ft C� Left Cant. -0.275 in at -5.50 ft @ Right Cant -0.074 in at 8.50 ft s�, = �I,� C�z _ � �. ,�_, � 3 n � �� lo � �� 5 .� � ��- �- � � ,Z,�(, c ,�l -� �� ,� 2 �- - ��' � .� .� =�'�-�� 2� 0 i� � � Z }Cl � 5 - ��a � " � = 1�� 5�� 5� : �� 31 W [��g �r i �� ' � � �j�5$ S� - I � �" i�►�2�c Z(� ° � � JOB ��+' �/�� Monroe & Newell +/�� /�' Engineers, IriC. SHEET NO. OF_ ✓��"� '�'` CALCULATED BY DATE �r � a� CHECKED BY DATE SCALE : .... ._ ...... ._ .. ..... , . ... .. ... _. .. ._... . _.._ . . _. ...._. . __. �....._ '..... �� ..��'. '. f ..' ... � ._ _. _ ... _ _ ....._� � � � . ...__ ._...... � . _.. � ..... . .__.. ._ . . ... , .... ... ... ;... � ! .._ i.._. � ...._ ... .. .. ._... . .... �...,�" .... �/ .. ._. : . __ : _ ,�__ _ _ _ �,,�. _ �.� �� _ _ _ _ > v� Yev� , � _. __ �► � _ __ . Su�l�_►�r.�,f�`�� __ t�- ; _ ___ _ �--�� -��.� _ __ ff� _ ?�� _ : �, ,�� _ _ _ __ _ _ __ :_ ___ __ � _. , ��°�f , _ __ ' _ _ . _ _ _ _ � __ �o�j!ra�v: . - ; _ - _ � . �^ � ° �-. _ ; _ _ _. � _ __ _ ___ � �,�� ,�"c�� __ _ __ _: _ _ ,2,� �-�s o��,.3 0 / . ___ .__ _ 1� _ _ _ _ : _: �� {� _ : ' _ __ . � : _ _ : . ,_ _ _ ; � ��f�?'� / , �'� _ _; __ �__ _ , � '� �01� _ _ __ __ / , _ . . : _ _ _ � : i ___ _ __ __ __ : __ _ �' ; , __ _ ,_ _ _ __ ; � _ _ _ _ �_ � � • I�� 4�'i �1 ��(/(Ct�°-Cj > JOB�_ Monroe & Newell �'�-�,�2 Engineers, I11C. SHEET NO. OF CALCULATED BY DATE ��y o CHECKED BY DATE SCALE �j ��/J , :._ ...... . .. . _ � �` _.t✓t��_.+" C : __. _ __. _.. _._.. P�. _ � _ : � _ _ _ � _ _ � � � . � / z [ _, � , : _ y � 1� =_C�`� �z�'� �6 ��► ,__ �- b. � �� ; oa�_ pt�? I . � . �-s s- -��; � . � , _ __ IA? _ _ _ ; _ _ _ i,U��' _ - ��r��a �1�-) =_1��a _ _ _ _ _ _ �7- _ : 2�.��/� _. _ �' _`" Il _ _ _ _ �- _ _ _ _ _. _. �', = ��o t��1 ��,��z�C��L) = �[�� . . _ _ _ _ _ _ � ' �B t�a�) (�6/� ��Z° � d�� _ � ` � � /�, _ _ �3 , _ ��fG�� °�-�5�)�� ° �' �`�� _ � � � Title: Job# Dsgnr: Date: 10:07AM, 10 NOV 06 Description : Scope: ae�: sa000s Page 1 User:KW-0606238,Ver 5.8.0,1-Dec-2003 Steel Beam Desi n (c)1983-2003 ENERCALC Engineering Software � vfd parking-retaining walls.ecw:Calculation Description skier services - beam at tower General Information Code Ref:AISC 9th ASD, 1997 UBC,2003 IBC,2003 NFPA 5000 Steel Section : W78X50 Fy 50.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 20.75 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together . Right Cant 0.00 ft Lu:Unbraced Length 0.00 ft Distributed Loads Note!Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 DL 2.360 k/ft LL Wft ST - Wft Start Location ft End Location ft POint LOads Note!Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 Dead Load 6.100 7.000 6.100 6.700 k Live Load k Short Term k Location 1.250 6.333 11.416 15.916 ft Summary Beam OK Static Load Case Governs Stress Using:W 18X50 section,Span=20.75ft, Fy=50.Oksi End Fixity= Pinned-Pinned,Lu=O.00ft,LDF=1.000 Actual Aliowable Moment 201.017 k-ft 244.475 k-ft Max. Deflection -0.670 in fb:Bending Stress 27.134 ksi 33.000 ksi Length/DL Defl 371.7 : 1 fb!Fb 0.822 : 1 Length/(DL+LL Defl) 371.7 : 1 5hear 39.904 k 127.729 k fv:Shear Stress 6.248 ksi 20.000 ksi fv/Fv 0.312 : 1 Force&Stress Summary «--These columns are Dead+Live Load placed as noted--» DL LL LL+ST LL LL+ST Maximum Onlv Q Center C� Center C� Cants C Cants Max.M+ 201.02 k-ft 201.02 k-ft Max.M- k-ft Max.M @ Left k-ft Max.M Q Right k-ft Shear Q Left 39.90 k 39:90 k Shear Q Right 36.00 k 36.00 k Center Defl. -0.670�n -0.670 0.000 -0.670 0.000 0.000 in Left Cant Defl O.00Oin 0.000 0.000 0.000 0,000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction C� Left 39.90 39.90 39.90 k Reaction � Rt 36.00 36.00 36.00 k Fa calc'd per Eq.E2-1,K'Ur<Cc I Beam Passes Table B5.1,Fb per Eq.F1-1,Fb=0.66 Fy 1 •• • Title: Job# Dsgnr: Date: 10:07AM, 10 NOV 06 Description : Scope: Rev: se000s Page 2 user:Kw-ososzaa,Ver 5.8.0,1-Dec-2003 Steel Beam Design (c)1983•2003 ENERCALC Engineering Software vfd parking-retaining walls.ecw:Calculation Description skier services - beam at tower Section Properties W18X50 Depth 17.990 in Weight 49.93 #/ft Web Thick 0.355 in Ixx 800.000 in4 Width 7.495 in lyy 40.100 in4 Flange Thick 0.570 in Sxx 88.900 in3 Area 14.70 in2 Syy 10.700 in3 Rt 1.940 in R-xx 7.380 in Values for LRFD Design.... R-yy 1.650 in J 1240 in4 Zx 101.000 in3 Cw 3,040.00 in6 Zy 16.600 in3 K 0.972 in ' . Zt k� • �� AGENCY �� • ?� ✓ COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS TO: Contractor Architect Enqineer Hyder Construction 4220 Monroe & Newell Eng Doug Thompson Randy Hart EMAIL: dthomson(c�hyderinc.com rhart(a�4240arch.com nkhera(c�4240arch.com FAX#: REVISION NUMBER: 3 NUMBER OF PAGES: 5 FROM: Matthew Royer DATE: �� oi/�7/2007 BUILDING PERMIT#: B06-0021 OWNERS NAME: Vail Resorts Co. SITE ADDRESS: Building D SUBDIVISION: Mill Creek x, � �. OCCUPANCY GROUP: S-2, B, M V� � '�� TYPE OF CONSTRUCTION: I-A, V-A NUMBER OF STORIES: 2 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: . Please submit (5) complete sets of revised construction documents containinq the requested information or plan revisions with all revisions clouded or otherwise identified. . Please respond in writina to each comment bv markinq the attached list or creatinq 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. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. . Please be sure to include on the resubmittal the enqineer's or architect's "wet" stamp, siqnature, reqistration number and date on the cover pacte of anv structural calculations, all structural details and structural sheets of the plans. For commercial or multi-familv proiects all sheets of the plans must be stamped. Page 1 of 5 ' l BUILDING DEPARTMENT COMMENTS: This document only contains comments for ASI-009. ASI-011 was submitted after ASI-009 and will be reviewed separately. Some items in this document may be addressed in ASI-011. Please wait to submit response for ASI-009 until comments for ASI-011 have been issued. Also, this document does not include comments from Planning, Fire, or Public Works. Please contact each of the departments for their comments. Respond to all departments at the same time. Architectural Comments: 1. New storage area D 002 has its exit access through an intervening room which is not accessory to the area. Provide a corridor through the ski locker room connecting to the main exit access. (IBC 1013.2) -Refer to Aio2 dated �2/22/06. 2. Sheet A 102. New stair on west side of One Vail Place appears to have enclosed useable space under the stair. Provide detail showing area is completely enclosed in 1-hour fire-resistive-rated construction. The open space under exterior stairways shall not be used for any purpose. (IBC 1019.1.5) -Refer to Goi7, Aio2 and Ago2 dated 3/2�/07. One hour walls have been added along with rated ceilings to separate the storage room and Lodge at Vail "closet" from the exterior stair. Also note that the exterior stair is concrete, refer to Sioi and Sio2. 3. Sheet G 053. Direction of stair run changed. Existing door from lodge at Vail is shown opening onto treads of stair. Provide close up detail of top landing showing door location, bottom landing in relation to trench drain upper guard details. -The existing door from the Lodge at Vail is at floor elevation 8i69' and thus below the top landing. Refer to updated Go53 for clarification. 4. Please coordinate the drawings. The ramp on sheet A103 grid 7.9 and G.5 is shown differently on the G sheets. -Refer to Goi8, Go33 and Go53, dated 3/2�/07, for coordination of ramp. 5. Room D 109 is labeled as a kitchen on sheet A 103. Provide details of cabinetry, sinks and any appliances that may be added to space. Space must comply with ANSI 117.1 1998. -This space functions as a break-room with a microwave, coffee machine and refrigerator. Refer to revised drawings dated 3/2�/07. 6. Sheet A 101. Add gate at stair DS01 to prevent occupants exiting from corridor D 017 from continuing below grade. -As we've discussed, a gate is not necessary at this level because this level is not the "level of exit discharge". 7. Water closets shown on sheet A 300 were moved over next to the exterior wall and the compartment doors on the hinge side were moved over toward the interior of the restroom. ANSI requires that the hinge side of the door be maximum 4" from the wall. The configuration was compliant before the third revision. Change the locations back to the original submittal. (ANSI 604.8.3) -Refer to Aoi3 and A3oo, dated 3/Zi/o7, for the revised configuration. 8. Water closet compartments in rooms D021 and D022 on sheet A103 no longer comply with ANSI 604.8.3. Please amend. -Refer to A�oi and A3oo, dated 3/Zi/o7,for the revised water closet compartments. 9. There is a new stair shown on sheet shown in the background on sheet A103 adjacent to the added stair. Provide details or respond with a reference to building and sheet that this can be found. -This is a site stair. Refer to C.ioD dated ii/�o/o6 as well as 2&4/L2o7 dated 4/3/06. 10. Ramp on sheet A103 at grid 7.9 and G.5 has handrails that do not comply with section ANSI 505.10. Provide handrail extensions on both sides of the ramp. -Refer to A�o3, dated 3/Zi/o7, for complying handrail extensions. 11. Provide handrail extension on both sides of the new stair on sheet A104 and A701. (ANSI 505.10) -Refer to 4/A7oi, dated 3/Zi/o7. The handrail extensions on 5/A7oi are per ANSI 5o5.io. 12. Stair shown adjacent to DS01 stair on sheet A701 has incorrect handrails. Please amend plans to show extensions per ANSI 505.10. -Refer to i/A7oi, dated 3/Zi/o7, for amended handrail extensions. Page 2 of 5 � 13. Amend plans to identify the accessible counters for ticket sales, ski classes and private ticket sales. (ANSI 904.3) -Referto 2/ID2o4, 3/IDZO4 and ii/IDzo4, dated ii/�o/o6. Also referto Aio3, dated 3/Zi/o7, for locations. The exterior ticket sale windows are not intended to be accessible because the user is suppose to go inside for assistance. 14. Amend sheet A103 and A300 to show an ambulatory toilet stall in compliance with 604.8.2 and 604.8.4.2. -Refer to A3oo, dated 3/2�/07. 15. Provide accessible shower compartment in room D036. (ANSI 608) -Refer to A�o2 and A3oo, dated 3/Zi/o7. 16. Provide clarification that the janitor sink in room D028 plumbing will not be located within the fire wall. -The plumbing components will be in the furred-out wall (wall type `3') and independent of the three hour rated wall. Refer to A�o2, dated 3/2i/o7. Also refer to the amended plumbing drawings. Electrical Comments: 17. Sheet E002 feeder to 30kva XFRM shows feeder#50. Feeder schedule shows this feeder as DCV. Please clarify. -Refer to ABS's response letter dated 3/26/07. 18. Sheet E101 Provide GFCI protection for break room counter receptacles per NEC 210.8 (B) (3)This includes Food prep areas. Please amend plan. -Refer to ABS's response letter dated 3/26/07. 19. Sheet E103 shows ERH D1 to6. Is this the circuits marked ERP in panel H3N? If so, please coordinate the call outs otherwise where are these circuits? -Refer to ABS's response letter dated 3/26/07. 20. Lighting plans E201, E202, E203 do not show Emergency lighting in all required areas. Please amend. -Refer to ABS's response letter dated 3/26/07. 21. Sheet E301 provide GFCI protection per NEC 210.8(B)(3). This includes Bars & Food Prep areas. -Refer to ABS's response letter dated 3/26/07. Structural Comments: Note: structural comments are numbered "S1,S2,..." and are also given a designation with regards to the topic, as follows: DC = design criteria; F= foundations; D = drawings; C = structural calculations; LS = lateral system. 22. General Structural Comment: Due to the inherent connectivity between the various structures in this project, there may be comments from this Volume's details in other Volume's comments, and vice versa. Note also that this review and eventual approval does not permit the violations of any section of the building code, or any other ordinance or State law. -Refer to Monroe& Newell's response letter dated 3/2i/o7. 23. 8,18/S002: Please verify/clarify reinforcing details at new walls and foundations. Detail 18: reinforcing for new slab on grade appears in one direction only. Detail 8: reinforcing perpendicular calls for three bars, approx. 48" o.c. Foundation reinforcing is not identified and 2 bars are not adequate for 3'-0" wide footings. Horizontal wall reinforcing is not identified. Horizontal reinforcing at connection to lower level concrete walls is not defined. Please review reinforcing details. IBC 1805.4, ACI 318, 14.3. -Refer to Monroe& Newell's response letter dated 3/2i/o7. 24. S101, ASI D-010: Structural sheet S101 and architectural ASI cover indicate that an elevator core was removed from the documents and then re-inserted. The elevator core in question was a significant aspect of the original lateral load resisting system. Verify that all major changes are also being coordinated with the Vail building department. Verify that upon removal of any structural element or system that the remaining structural elements are being modified to accommodate increases in loading as appropriate. IBC 1604.4, 106.4. -Refer to Monroe& Newell's response letter dated 3/2�/07. Page 3 of 5 � 25. S101: Four entry way columns between K.2 & H.1: details 10 & 11/ S002 referenced on plan are based on 12" foundation wall thickness, where walls in this area are 8" thick, account for 8" walls in the detailed dimensions. Verify foundation eccentricities have been accounted for due to eccentric column loading. Strip foundation width is not shown on plan. Verify exterior wall is designed lateral soil loading, as a retaining wall. IBC 1610. -Refer to Monroe& Newell's response letter dated 3/2�/07. 26. S101: Footings under deck expansion area: Footings have not increased in size due to new loading at grade level. Calculations do not show combined roof plus main level loading. Verify foundation designs for roof plus first level loading. IBC 1805.4. -Refer to Monroe& Newell's response letter dated 3/2�/07. 27. S102: It appears new windows have been punched in lateral stair/ elevator core concrete wall on line 7.9. Provide detail of additional reinforcing around openings, and confirm remaining concrete piers are adequate for gravity plus lateral loading demand. ACI Ch. 10, 11. -Refer to Monroe& Newell's response letter dated 3/Zi/o7. 28. S102: Calculations for floor beams show 0.3 klf construction load on the first page, however Enercalc sheets show 0.1 klf. Verify unshored non-composite strength, typical all framing. Consider including construction live load with construction loading. IBC 1604.4. -Refer to Monroe& Newell's response letter dated 3/Zi/o7. 29. S102, S103: Verify re-insertion of elevator core per ASI D-010 will be completed on these plans. Please confirm that all structural details as approved for permit regarding floor and roof diaphragm collectors, reinforcing, foundations design, wall design, and overturning will also be re-inserted into the project designs as approved for permit. IBC 1604.4, 106.4. -Refer to Monroe& Newell's response letter dated 3/2i/o7. 30. S103: Tower mid-level framing plan: Verify LVL are not exposed to weather, this is not typically permitted by manufacturer, NDS 8.1.4. Cantilevered framing shown at roof overhang is not shown in detail 11/S302. Details 11/S303 and 12/s302 are cut through the same location but show different conditions. Detail 10/S303 shows posts connecting to beams, with purlins framing overtop. Plans show LVL framing in the direction opposite joist framing. Verify lateral load path and steel column connections for combined lateral and gravity loading. There appear to be several inconsistencies and load path issues with the details as referenced at the revised tower plans. 1603.1, 1604.4. -Refer to Monroe& Newell's response letter dated 3/2�/07. 31. S103: Main plan at tower: detail 10/S302 is shown as a moment connection on plan, but detail does not show a moment connection, please review. IBC 1604.4. -Refer to Monroe& Newell's response letter dated 3/Zt/o7. 32. S103: High roof framing plan: detail 14/S303: column sizes are not shown on plan as indicated. Verify column design for combined lateral plus snow loading has been checked, show welds required top and bottom for frame action. IBC 1604.4. -Refer to Monroe& Newell's response letter dated 3/2�/07. 33. 17/S201: Show weld from bottom to knife plate to steel edge angle and beam for guardrail loading, IBC 1607.7.1. Provide moisture barrier between wood and concrete slab, IBC 2304.11.4.2. -Refer to Monroe& Newell's response letter dated 3/2�/07. 34. 20/S201: Provide frost protection at exterior slab on grade relative to foundation walls, typical as occurs. IBC 1805.2.1. -Refer to Monroe& Newell's response letter dated 3/2i/o7. 35. 21 & 23/S201: Angle support for stone masonry, grout & stud wall: it appears stiffener plates are required between vertical and horizontal legs, please verify. Identify corrosion protection for embedded steel. Provide spacing for anchor bolts, verify reductions for bolt spacing have been considered. IBC 2205.1, 2203.2. -Refer to Monroe& Newell's response letter dated 3/Zi/o7. Also refer to detail 7/ASoi. 36. 22/S201: Detail does not seem to be called out on plan, please check. IBC 1603.1. -Refer to Monroe& Newell's response letter dated 3/2i/o7. 37. 16/S202: Please indicate welds required for guardrail loading, IBC 1607.7.1. Please add note avoid damaging existing post tensioned slab: avoid drilling into slab or disturbing existing post tensioning tendons. IBC 3403.2. -Refer to Monroe& Newell's response letter dated 3/2�/07. Page 4 of 5 38. 17/S202: Detail does not seem to be called out on plan, please check. IBC 1603.1. -Refer to Monroe& Newell's response letter dated 3/Zi/o7. 39. 12/S302: Show strap connection top and bottom to steel column below and wood column above. Bolts appear missing at top of steel column, and through knife plate above steel column through LVL beam. Plan notes "C3 UP" which is HSS 4x4, however detail shows wood column. IBC 1603.1. -Referto Monroe& Newell's response letter dated 3/Zi/o7. Please refer to the cover sheet for information and instructions for resubmitting plans. In order to avoid delays please check all requested information is included with the resubmitted plans. Contact Person: Matthew Royer Building Official/ Project Manager Colorado Inspection Agency 970-328-1790 matt.roVerCcilcoi nspect.com Plans Examiners and Enqineers: Barry Kramer- Building Official Jim Childs- Electrical Review James P. Horne, P.E., S.E. —Structural Review Page 5 of 5 I►� AGENCY COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS TO: Contractor Architect Enqineer Hyder Construction 4240 Monroe & Newell Eng Doug Thompson Randy Hart EMAIL: dthomson(a�hvderinc.com rhart(c�4240arch.com nkhera(c�4240arch.com FAX#: REVISION NUMBER: 4 NUMBER OF PAGES: 3 FROM: Matthew Royer DATE: �`_'�`'_-��_.�'_�_�_�02�22�2007 BUILDING PERMIT#: B06-0021 OWNERS NAME: Vail Resorts Co. SITE ADDRESS: Building D SUBDIVISION: Mill Creek OCCUPANCY GROUP: S-2, B, M TYPE OF CONSTRUCTION: I-A, V-A NUMBER OF STORIES: 2 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: . Please submit (5) complete sets of revised construction documents containinq the requested information or plan revisions with all revisions clouded or otherwise identified. . Please respond in writinq to each comment bv markinq the attached list or creatinq a response letter. Indicate which plan sheet, detail, specification, or calculation shows the reauested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. . Please be sure to include on the resubmittal the enqineer's or architect's "wet" stamp, sianature, reqistration number and date on the cover paqe of anv structural calculations, all structural details and structural sheets of the plans. For commercial or multi-family proiects all sheets of the plans must be stamped. Page 1 of 4 BUILDING DEPARTMENT COMMENTS: This document includes comments for ASI-011 and some cross-over comments from ASI-009. Piease refer to comments for ASI-009 and ASI-011 and incorporate into one response. Respond to all departments at the same time. This document does not include comments from planning and fire and public works departments. Please contact them for their comments. Architectural Comments: 1. Sheet A102; D065b is required to be 3/ hour. (IBC Table 715.3) -Refer to the amended door schedule dated 3/Zi/o7. 2. Sheet A102; please note that window S1 adjacent to door D065a will be safety glazed. -Refer to A6�o dated 3/2�/07. 3. Sheet A102; provide door cut sheets to clearly show doors D051a-e are 20 minute rated. -Refer to the enclosed product literature (Cookson Rolling Fire Doors). 4. Sheet A102; new partitions within bathrooms D042 and D043 require one accessible stall. (ANSI 608) -Refer to A�o2 and A3oo dated 3/2�/07. 5. Sheet A102; provide 1 accessible shower compartment within D042 and D036. (IBC Chapter 11) - Refer to Aio2 and A3oo dated 3/2i/o7. 6. Sheet A103; room D 109 is labeled as a kitchen. Provide details of cabinetry, sinks and any appliances that may be added to space. Space must comply with ANSI 117.1 1998. -This space functions as a break-room with a microwave, coffee machine and refrigerator. Refer to revised drawings dated 3/2i/o7. 7. Sheet A103; room D116c; provide more information for the Safe that is to be installed. Manufacture information for installation requirements and weight. - Refer to the enclosed product literature as well as Monroe& Newell's response letter dated 3/2i/o7. 8. Sheet A103; amend plans to identify the accessible counters for ticket sales, ski classes and private ticket sales. (ANSI 904.3) -Referto z/IDZO4, 3/ID2o4 and »/ID2o4, dated ii/io/o6. Also referto Aio3, dated 3/Zi/o7, for locations. The exterior ticket sale windows are not intended to be accessible because the user is suppose to go inside for assistance. 9. Sheet A102. New stair on west side of One Vail Place appears to have enclosed useable space under the stair. Provide detail showing area is completely enclosed in 1-hour fire-resistive-rated construction. The open space under exterior stairways shall not be used for any purpose. (IBC 1019.1.5) -Refer to Goi7,A�o2 and Ago2 dated 3/Zi/o7. One hour walls have been added along with rated ceilings to separate the storage room and Lodge at Vail "closet" from the exterior stair. Also note that the exterior stair is concrete, refer to Sioi and Sio2. 10. Sheet A101. Add gate at stair DS01 to prevent occupants exiting from corridor D017 from continuing below grade. -As we've discussed, a gate is not necessary at this level because this level is not the "level of exit discharge". 11. Sheet A103; water closets shown on sheet A 300 were moved over next to the exterior wall and the compartment doors on the hinge side were moved over toward the interior of the restroom. ANSI requires that the hinge side of the door be maximum 4" from the wall. The configuration was compliant before the third revision. Change the locations back to the original submittal. (ANSI 604.8.3) -Refer to Aio3 and A3oo dated 3/2i Jo7. 12. The wall adjacent to janitor room D028 is shown as a 3 hour wall. Please clarify how the plumbing will be routed through a 1-5/8" wall. Also clarify how the fire rating will be maintained with penetrations and a plastic AAV in the ceiling. -ABS Response:The AAV will be (ocated in the Janitor Closet and not in a wall box. Refer to the amended plumbing drawing. -The plumbing components wil) be in the furred-out wall (wall type '3') and independent of the three hour rated wall. Refer to Aio2, dated 3/Zi/o7. Also refer to the amended plumbing drawings. Page 2 of 4 13. Sheet A102 and others; the new exterior stair is within 10' of the non-rated garage door and non- rated storage room door D070. Amend plans to comply with IBC 1022 for protection of exterior stairs. Protection is required of all openings within 10'. -Doors Do7o and Do63 will be 3/4 hour protected, refer to the door schedule dated 3/2i/o7. The walls will be i hour protected walls, refer to Go�7 and Aio2 dated 3/2i/o7. The existing walls in this area are cmu or concrete and thus assumed to be i hour protected walls. 14. Sheet A101; water closet compartments in rooms D021 and D022 on sheet A103 no longer comply with ANSI 604.8.3. Hinge of the compartment door must be within 4" of the partition. Please amend. -Refer to Aioi and A3oo, dated 3/2�/07. 15. Sheet A102; there is a new stair shown on the sheet in the background on sheet A103 adjacent to the added stair. Provide details or respond with a reference to building and sheet that this can be found. -This is a site stair. Refer to C.ioD dated ii/io/o6 as well as 2&4/L2o7 dated q./3/o6. 16. Ramp on sheet A103 at grid 7.9 and G.5 has handrails that do not comply with section ANSI 505.10. Provide handrail extensions on both sides of the ramp. -Refer to Aio3 dated 3/2i/o7. 17. Amend sheet A103 and A300 to show an ambulatory toilet stall in compliance with 604.8.2 and 604.8.4.2. -Refer to A3oo dated 3/Zi/o7. 18. Sheet ID101; this sheet detail 2 is mostly hatched and is noted that it is not included in this submittal. This submittal will replace all previous sheets. Amend this sheet to include all previous submittal changes. This sheet also makes reference in several places to ASI-D009 dated 11.15.06. This document has not been approved by the Town of Vail, therefore should not be referenced. -Refer to IDioi dated 3/2i/o7. 19. Amend all energy reports (envelop, lighting, mechanical) to show compliance with the International Energy Conservation Code. -Refer to revised energy calculations, enclosed. 20. Sheet A101; building D code analysis represents a non-separated use building. Storage D002 is over 100 square feet and is considered an incidental use by IBC Table 302.1.1. The incidental use is not required to be separated from the rest of the building as long as it is equipped with an automatic fire- extinguishing system. Please show compliance with IBC section 302.1.1.1 for construction that will resist the passage of smoke. -Refer to A55o, system #HW-D-oo87, for wall to deck detail. Per hardware schedule (spec section o87�0), door poo2a has a surface closer with smoke seals. The under-cut is to meet the clearance requirements permited by NFPA 80. Electrical Comments: 21. Sheet E003; provide selective coordination of elevator. (NEC 620.62) -Refer to ABS's response letter dated 3/26/07. 22. Sheet E201; provide disconnecting means for coil doors for room D051. -Refer to ABS's response letter dated 3/26/07. Plumbinq Comments: 23. Sheet P001; amend all sheets that are impacted to show the location, installation and termination of flues for the new gas water heater. -ABS Response: Please refer to the Mechanical drawings for flue routing. 24. Sheet P102; amend Keynotes to include items 11, 12, and 13. -ABS Response:The drawing has been amended. Mechanical Comments: 25. Sheet M101 grid N.3/2.3 there is an 8x6 duct penetrating the 3 hour fire wall. Please remove this from the plan or provide required protection. -ABS Response: Fire/Smoke damper has been added to the fire wall penetration. The drawing has been amended. Structural Comments: 26. Sheet S102; please verify that current design will handle the increased loading of the safe. -Refer to Monroe& Newell's response letter dated 3/z�/o7. Page 3 of 4 27. Provide a structural plan for the new stair that has been added to One Vail Place. Be sure to include structural calculations. -Refer to Monroe& Newell's response letter dated 3/2i/o7. Please refer to the cover sheet for information and instructions for resubmitting plans. In order to avoid delays please check all requested information is included with the resubmitted pians. Contact Person: Matthew Royer Building Official Colorado Inspection Agency 970-328-1790 matt.roVer(a�coinspect.com Page 4 of 4 Page 1 of 6 DOOR SCHEDULE Project: Vail's Front Door- Building D Date: 10 January 2006 Proj No: 20693.08 Revision Date: 21 MARCH 2O07 /ssue:AS/D-015 DOOR DOOR FRAME DOOR NO. DOOR LOCATION WIDTH HEIGHT THICK TYPE MAT' FINIS SILL MAT'LFINIS JAMB HEAD MIN HDW REMARKS LOWER LEVEL D000 SKI STORAGE 6'-0" 7'-0" 1-3/4" S HM PT HM PT 7/A621 11/A621 D10 D002 STORAGE 3'-0" 7'-0" 1-3/4" R HM PT HM PT 10/A621 101A621 180 D20 D002a STORAGE 3'-6" 7'-0" 1-3/4" R HM PT HM PT 10/A621 101A621 D20 undercut per NFPA 80 mins. D003 FOUNTAIN PUMP RM 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D12 D004 SKI MAINTENANCE 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D11 D005 SKI SCHOOL LOCK. 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 111A621 D15 D006a MEETING RM 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 111A621 D15 D006b MEETING RM 4'-0" 7'-0" 1-3/4" S HM PT HM PT 7/A621 11/A621 D31 D006c MEETING RM 4'-0" 7'-0" 1-3/4" S HM PT HM PT 7/A621 11/A621 D31 D006d MEETING RM 4'-0" 7'-0" 1-3/4" S HM PT HM PT 7/A621 11/A621 D31 D007 MAN. OFFICE 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 111A621 D19 D008 G. S. MAN. LOCKERS 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 111A621 D32 D009 P. S. MAN. LOCKERS 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D32 D010 TELECOM. 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D12 D011a CORRIDOR 6'-0' 7'-0" 1-3/4" S HM PT HM PT 10/A621 10/A621 180 D16 hold-open D011 b CORRIDOR DELETED D012 STORAGE 3'-0' 7'-0" 1-3/4" M WD PT HM PT 6/A621sim 6/A621sim D06 D013 MECHANICAL 6'-0' 7'-0" 1-3/4" S HM PT HM PT 7/A621 11/A621 60 D18 D014 SCAN OFFICE 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D19 D015 ELECTRICAL 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 90 D20 D016 SCAN LOCKERS 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D15 D018a SKI SCHOOL STOR. 3'-0" 7'-0" 1-3/4" - WM D1 wire mesh partition system D018b SKI SCHOOL STOR. 3'-0" 7'-0" 1-3/4" - WM D1 wire mesh partition system D019a MTN INFO. STOR. 3'-0" 7'-0" 1-3/4" - WM D1 wire mesh partition system D019b MTN INFO. STOR. 3'-0" 7'-0" 1-3/4" - WM D1 wire mesh partition s stem D020a SKI PATROL STOR. 3'-0" 7'-0" 1-3/4" - WM D1 wire mesh partition system D020b SKI PATROL STOR. 3'-0" 7'-0" 1-3/4" - WM D1 wire mesh partition system Page 2 of 6 DOOR SCHEDULE Project: Vail's Front Door- Building D Date: 10 January 2006 Proj No: 20693.08 Revision Date: 21 MARCH 2O07 Issue:ASI D-015 DOOR DOOR FRAME DOOR NO. DOOR LOCATION WIDTH HEIGHT THICK TYPE MAT'LFINIS SILL MAT'LFINIS JAMB HEAD MIN HDW REMARKS D021 MEN 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 111A621 D33 D022 WOMEN 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D33 D024 ELEV MACHINE RM 3'-6" 7'-0" 1-3/4" R HM PT HM PT 10/A621 10/A621 180 D20 D024a ELEV MACHINE RM 3'-6" 7'-0" 1-3/4" R HM PT HM PT 10/A621 10/A621 180 D20 D025 CHARGER ROOM 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 111A621 D19 D026 JANITOR 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D14 D028 JANITOR 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D14 D029 CORP LOCKER RM 4=0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 111A621 180 D15 provide hold-open D029a CORP LOCKER RM 6'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 180 D15 D030 STORAGE 3'-0" 7'-0" 1-3/4" R HM PT HM PT 10/A621sim 10/A621sim D14 D032 SKI PATROL LOCK. 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 20 D15 D032a SKI PATROL LOCK. 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D035a SKI PATROL MTG RM 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 20 D15 D035b SKI PATROL MTG RM 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 20 D15 D036 MEN 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D038 MTN INFO LOCKERS 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D039 STORAGE 6'-0' 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D34 D039b DELETED D041 MTN DINING LOCKERS 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D042 WOMEN 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D043 LIFT SUP OFFICE 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D045 MEETING ROOM 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D046 LIFT OPS LOCKERS 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D15 D046a LIFT OPS LOCKERS 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D046b LIFT OPS LOCKERS 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D049 SPRINKLER CONTROL VALVE 3�-0�� 7'-0�� 1-3/4" R HM PT (E) PT 20 see note 1 D051a SKI/SNOWBOARD STOR 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7IA621 11/A621 20 D15 Page 3 of 6 DOOR SCHEDULE Project: Vail's Front Door- Building D Date: 10 January 2006 Proj No: 20693.08 Revision Date: 21 MARCH 2O07 Issue:AS/D-015 DOOR DOOR FRAME DOOR NO. DOOR LOCATION WIDTH HEIGHT THICK TYPE MAT'LFINIS SILL MAT'LFINIS JAMB HEAD MIN HDW REMARKS D051b SKI/SNOWBOARD STOR 7'-0" 7'-0" J AL PT 20 overhead coiling door D051c SKI/SNOWBOARD STOR 7'-0" 7'-0" J AL PT 20 overhead coiling door D051d SKI/SNOWBOARD STOR 7'-0" 7'-0" J AL PT 20 overhead coiling door D051e SKI/SNOWBOARD STOR 7'-0" 7'-0" J AL PT 20 overhead coiling door D052 LIFT OPS STORAGE 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D053 MECHANICAL 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D057 WORK ROOM 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D058 LIFT SUP LOCKERS 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D059 STORAGE 3'-0" 7'-0" 1-3/4" R HM PT (E) PT 20 see note 1 D061b ELECTRICAL 3'-0" 6'-8" 1-3/4" R HM PT HM PT 71A621 11/A621 D12 D063 GARAGE 14'-0" 8'-0" H MTL PT MTL PT 45 verify existing R.O. D065a SERVICE VESTIBULE 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 D15 D065b SERVICE VESTIBULE 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 45 D15 D065c SERVICE VESTIBULE 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 20 D15 D068 STORAGE 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 20 D15 D069 STORAGE 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 90 D15 D070 STORAGE 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 45 D15 DS01b STAIR 3'-0" 7'-0" 1-3/4" R HM PT HM PT 10/A621 101A621 90 D23 DS01D STAIR DS01 DELETED DS02a STAIR 3'-0" 7'-0" 1-3/4" R HM PT HM PT 10/A621 10/A621 180 D23 DS02b STAIR 3'-0" 7'-0" 1-3/4" R HM PT HM PT 7/A621 11/A621 90 D23 UPPER LEVEL D100a ENTRY FOYER 3'-0" 8'-0" 1-3/4" B WD ST HM PT 7/A611 9/A621 D3 Page 4 of 6 DOOR SCHEDULE Project: Vail's Front Door- Building D Date: 10 January 2006 Proj No: 20693.08 Revision Date: 21 MARCH 2O07 /ssue:ASI D-095 DOOR DOOR FRAME DOOR NO. DOOR LOCATION WIDTH HEIGHT THICK TYPE MAT'LFINIS SILL MAT'LFINIS JAMB HEAD MIN) HDW REMARKS D100b ENTRY FOYER 14'-0" 8'-0" 1-3/4" G AL AL AL 8/A621sim 4/A612sim D2 automatic sliding doors D100c ENTRY FOYER 3'-0" 8'-0" 1-3/4" B WD ST HM PT 7/A611 9/A621 D3 D100d ENTRY FOYER 13'-4" 8'-0" P D2 coiling rill D100e ENTRY FOYER 3'-0" 8'-0" 1-3/4" B WD ST HM PT 8/A621sim 9/A621sim D2 D100f ENTRY FOYER 14'-0" 8'-0" 1-3/4" G AL AL AL 4/A612sim D2 automatic sliding doors D100g ENTRY FOYER 3'-0" 8'-0" 1-3/4" B WD ST HM PT 8/A621sim 9/A621sim D3 D102a PRIVATE TICKETS 3'-0" 7'-0" 1-3/4" M WD ST HM PT 81A621sim 9/A621sim D24 D102b PRIVATE TICKETS 3'-0" 7'-0" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D24 D103a TICKET �OBBY 3'-0" 7'-6" 1-3/4" K WD ST HM PT 7/A611sim 4/A611sim D9 D103b TICKET LOBBY 3'-0" 7=6" 1-3/4" K WD ST HM PT 7/A611sim 4/A611sim D9 D104a AIRLOCK 3'-0" 7=6" 1-3/4" K WD ST HM PT 7/A611 4/A611 D3 D104b AIRLOCK 3'-0" 7=6" 1-3/4" K WD ST HM PT 7/A611 4/A611 D3 D105a INSTRUCTOR CHECK-OUT 3'-0" 7'-0" 1-3/4" E WD ST HM PT 8/A621sim 9/A621sim D19 D105b INSTRUCTOR CHECK-OUT 3'-0" 7'-0" 1-3/4" E WD ST HM PT 8/A621sim 9/A621sim D19 D106 SKI TICKETS 3'-0" 6'-8" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D25 D107 ATM 6'-0" 6'-8" 1-3/4" Q WD ST HM PT 8/A621sim 9/A621sim D26 D108 MANAGER 3'-0" 7'-0" 1-3/4" E WD ST HM PT 8/A621sim 9/A621sim D19 D109 STORAGE DELETED D110 COAT STORAGE 3'-0" 7'-0" 1-3/4" R WD ST HM ST 8/A621sim 9/A621sim D36 D111a HALL 3'-0" 7'-0" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D25 D111b HALL 3'-0" 7'-0" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D25 D111C HALL 3'-0" 7'-0" 1-3/4" E WD ST HM PT 8/A621sim 9/A621sim D19 D112 REST ROOM 3'-0" 7'-0" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D37 D113a FOREMAN 3'-0" 7'-0" 1-3/4" E WD ST HM PT 8/A621sim 9/A621sim D24 D113b FOREMAN 3'-0" 7'-0" 1-3/4" E WD ST HM PT 8/A621sim 9/A621sim D19 D114 AUDITOR DELETED D115 MANAGER 3'-0" 7'-0" 1-3/4" E WD ST HM PT 8/A621sim 9/A621sim D19 Page 5 of 6 DOORSCHEDULE Project: Vail's Front Door- Building D Date: 10 January 2006 Proj No: 20693.08 Revision Date: 21 MARCH 2O07 Issue:ASI D-015 DOOR DOOR FRAME DOOR NO. DOOR LOCATION WIDTH HEIGHT THICK TYPE MATLFINIS SILL MAT'LFINIS JAMB HEAD MIN HDW REMARKS D116c SAFE 3'-0" 7'-0" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D19 Add Deadbolt D117 TOV SERVICE VEST 6'-0" 7'-6" 1-3/4" F HM PT HM PT 6/A621 6/A621 D5 D118 OFFICE 3'-0" 7'-0" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D19 D119 STORAGE 6'-0" 7'-0" 1-3/4" O WD ST HM PT 8/A621sim 9/A621sim D34 D121a RETAIL/RENTAL 3'-0" 7'-6" 1-3/4" N WD ST HM PT 8/A621 9/A621 D21 D121 b RETAIL/RENTAL 14'-0" 8'-0" P D2 coiling grille D121C RETAIL/RENTAL 3'-0" 7'-6" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D19 D122 BASKETS 3'-0" 7'-0" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D11 D123 JANITOR 3'-0" 7'-0" 1-3/4" R WD ST HM PT 8/A621sim 9/A621sim D28 D124 MEN 3'-0" 7'-0" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D29 D125 WOMEN 3'-0" 7'-0" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D29 D126a BAR STORAGE DELETED D126b BAR STORAGE DELETED D127 VALET 3'-0" 7'-0" 1-3/4" K WD ST HM PT 8/A621 91A621 D7 Add Deadbolt D129 VALET 3'-0" 7'-0" 1-3/4" K WD ST HM PT 8/A621 9/A621 D7 Add Deadbolt D130a VESTIBULE 3'-0" 7'-0" 1-3/4" A WD ST HM PT 8/A621 9/A621 D3 D130b VESTIBULE 3'-0" 7'-0" 1-3/4" K WD ST HM PT 8/A621sim 9/A621sim D4 D131a GREAT ROOM DELETED D131 b GREAT ROOM DELETED D131c GREAT ROOM DELETED D131 d GREAT ROOM DELETED D131e GREAT ROOM DELETED D132a COFFEE STAND 3'-0" 7'-0" 1-3/4" M WD ST HM PT 8/A621sim 91A621sim D15 D132 COFFEE STAND 3'-0" 7'-6" 1-3/4" C WD ST HM PT D8 Dutch Door Hdwr D133a VESTIBULE 6=0" 7'-0" 1-3/4" A WD ST HM PT 81A621 9/A621 D35 D133b VESTIBULE 6=0" 7'-0" 1-3/4" A WD ST HM PT 8/A621sim 9/A621sim D4 D134 HALL 4'-0" 10'-0" P D2 coiling grille Page 6 of 6 DOOR SCHEDULE Project: Vail's Front Door- Building D Date: 10 January 2006 Proj No: 20693.08 Revision Date: 21 MARCH 2O07 /ssue:ASI D-015 DOOR DOOR FRAME DOOR NO. DOOR LOCATION WIDTH HEIGHT THICK TYPE MAT'LFINIS SILL MAT'LFINIS JAMB HEAD MIN HDW REMARKS D135 COOLING TOWER 3'-0" 7'-6" 1-3/4" D WD ST WD ST D27 Gate Weldable lockset with D136 ELECT/TELE 3'-0" 7'-0" 1-3/4" K WD ST HM PT 8/A621sim 9/A621sim D12 Schlage Pulls. D137a VESTIBULE 6=0" 7'-0" 1-3/4" A WD ST HM PT 8/A621 9/A621 D35 D137b VESTIBULE 6=0" 7'-0" 1-3/4" A WD ST HM PT 8/A621sim 9/A621sim D4 D138 VESTIBULE 3'-0" 7'-0" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim D15 DS01c STAIR DS01 3'-0" 8'-0" 1-3/4" R WD ST HM PT 6/A621 61A621 90 D23 DS02C STAIR DS02 3'-0" 8'-0" 1-3/4" M WD ST HM PT 8/A621sim 9/A621sim 90 D23 NOTE: 1. EXISTING FRAMES ARE TO REMAIN IN PLACE. PATCH & REPAIR AS NECESSARY TO APPEAR NEW. VERIFY EXISTING DOOR SIZES IN FIELD. IROOM PINISH AND MATERIAL DGSCRIPTION SCHCDULE IPRO.IECT;VAIL FRONT DOOR-BUILDING D PRO.IECT NO:30693.60 AL NOTE:REFER TO A901,902 FOR EXISTING CEILING MATERIALS AND HEIGHTS. tAL NOTC:REPAINT ALL EYISTING CCILINGS,WALLS,AND DOORS.SEE SCHEDULE FOR WALI,PAINT DESIGNATIONS. �AL NOTE:ALL EXISTING DOORS AND FRAMES TO BE PT-105. �AL NOTC:ALL EXISTING CEILINGS TO BE PT-104. WALLS FLOOR BASE NORTH EAST SOUTH WEST # ROOM NAME FIN./MAT. FIN./MAT. FIN./MAT. FIN./MAT. FIN./MAT. FIN./MAT. LOWER LEVEL D000 HOTEL/PIBLIC SKI STORAGE CONC/S RB-101 GYP/PT-101 D00? STORAGE CONC/S N/A ES D003 FOUNTAIN PUMP/VALVE ROOM CONC/S RB-101 GYP/PT-101 D004 SKI MAINTENANCE CONC/S N/A GYP/PT-101 D005 SKI SCHOOL LOCKERS CPT-101 RB-101 GYP/PT-101 D006 BREAK ROOM/MEETING ROOM CPT-101 RB-]O] GYP/PT-101 D007 MANAGER OFFICE CPT-101 RB-101 GYP/PT-101 D008 GUEST SERVICES MAN.LOCKERS CPT-101 RB-101 GYP/PT-101 D009 P.S.&MAN.LOCKERS C'PT-101 RB-101 GYP/PT-101 DO10 TELECOM CONC/S N/A GYP/PT-101 D011 CORRIDOR RFL-101 RB-101 GYP/PT-103 D012 OUTDOOR STORAGE CONC/ES N/A ES D013 MECHANICAL CONC/S N/A GYP/PT-101 D014 SCAN OFFICE CPT-101 RB-101 GYP/PT-101 DO15 ELECTRICAL CONC/S N/A GYP/PT-l0I D016 SCAN LOCKERS CPT-I01 RB-101 GYP/PT-101 D017 CORRIDOR RFL-101 RB-101 GYP/PT-103 D013 SKI SCHOOL SKI STOR. CONC/S RB-101 GYP/PT-101 D019 SKI PATROL SKI STOR. CONC/S N/A WMP D020 MTN.INFO SKI STOR. CONC/S N/A WMP D031 MEN RFL-101 RB-101 GYP/PT-103 D022 WOMEN RI=L-101 RB-101 GYP/PT-103 D023 CORRIDOR RFL-101 RB-101 WMP D024 ELEV MACHINE ROOM CONC/S N/A CMU/ES D024a CLEV MACHING ROOM CONC/S N/A CONGES D025 CHARGER ROOM CPT-101 RB-101 GYP/PT-101 D036 IANITOR CONC/S RB-101 GYP/PT-101 ID027 HALL RFL-101 RB-101 N/A D023 .IANITOR CONC/S RB-IOI GYP/PT-101 CONC/ES CONC/ES ES _ _ . __ __ _ CONC/ES CONC/ES ES CONC/ES CONC/ES GYP/PT-]01 CONC/ES GYP/PT-101 GYP/PT-]O1 - -- - CONC/ES GYP/PT-10] GYP/PT-101 -_ - - — _ .. _ GYP/PT-101 GYP/PT-101 �GYP/PT-]O1 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-103 GYP/PT-103 GYP/PT-103 ES ES ES GYP/PT-101 GYP/PT-10l GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 GYP/PT-101 ---- - _ _ __ _ GYP/PT-103 GYP/PT-103 GYP/PT-103 WMP WMP _ GYP/PT-101 WMP WMP �WMP _ _ _ _ _ , WMP WMP WMP _ - - —_ _ -- _ _ . _ GYP/PT-103 GYP/PT-103 GYP/PT-103 GYP/PT-103 GYP/PT-]03 GYP/PT-103 GYP/PT-103 GYP/PT-]03 GYP/PT-103 ___------ _ _-- CMU/ES CONC/ES CONC/ES -- CMU/ES CMU/ES CONC/ES GYP/PT-101 GYP/PT-101. 'GYP/PT-101 _ _ ----- _ __ _ ___ GYP/PT-101 GYP/PT-101 GYP/PT-101 __ __ GYP/PT-103 GYP/PT-103 GYP/PT-103 GYP/PT-101 . GYP/PT-101 GYP/PT-101 ROONI FINISH-I DATE: 03 APRIL 2006 REVISED: 15 NOVEMBER 2006 ASI-D009 REVISED:20 DECEMBER 2006 ASI-DOii REVlSED:21 MARCH 2O07 ASI-D075 ES ES __ ES ES ES ACT ACT ACT ACT ES ES ES ES ACT ES ACT ES _ _ ES ES ES GYP/PT-104 GY P/PT-I 04 ES ES ES ACT ES_ _ ES/PT-104 GYP/PT-]01 See Architectural Specitication For ACT See Architectural Specitication For ACT See Architectural Specitication For ACT See Architectmal Specitication For ACT See Architectura]Speficication For ACT See Archi[ec[ural Specitication For ACT See Architectural Specitication For ACT ,Apply FRP Wainscot hom tloor to 4'-0" AFF.Refer to Architectural Specitication for FRP. Apply FRP Wainscot tirom tloor to 4'-0" AFF.Refer to Architectural Specitication for FRP. FINISH AND MATGRIAL DGSCRIPTION SCHCDULE ECT;VAIL FRONT DOOR-BUILDING D ECT NO:30693.60 REFER TO A901,903 FOR EXISTING CEILING MATERIALS AND HEIGHTS. :REPAINT ALL CXI5TING CEILINGS,WALLS,AND DOORS.SEE SCHEDULE FOR WALL PAINT DESIGNATIONS. :ALL GXISTING DOORS AND FRAMES TO BE PT-]O5. :ALL GXISTING CGILINGS TO BE PT-104. ROOM# ROOM NAME D029 CORPORATE LOCKER ROOM D029a CHANGING ROOM D029b CHANGING ROOM D030 STORAGE D031 CORRIDOR D033 SKI PATROL LOCKERS D033 RADIO D034 STORAGE D035 SKI PATROL MEETING ROOM D036 MEN DATE: 03 APRIL 2006 REVISED: 15 NOVEMBER 2006 ASI-D009 REVISED:20 DECEMBER 2006 ASI-DOt 1 REV/SED:ll MARCH 2O07 AS/-D015 WALLS FLOOR BASE NORTH EAST SOUTH WEST CEILING FIN./MAT. FIN./MAT. FIN./MAT. FIN./MAT. FW./MAT. FINJMAT. REMARKS CPT-101 RB-101 GYP/PT-101 GYP/PT-101 'GYP/PT-101 GYP/PT-101 GYP/PT-]04 - _ _ - . --- - - - --------___ _ _ _ -_ --— --. _ _ CPT-101 RB-101 GYP/PT-101 GYP/PT-]Ol IGYP/PT-101 GYP/PT-]O1 GYP/PT-]04 __ _._ _ _ _ _ __ _ ,_ CPT-101 RB-101 - GYP/PT-101 'GYP/PT-101 GYP/PT-101 GYP/PT-104 -- -_ - CONC/S N/A PT-101 PT-101 PT-101 PT-101 EXT'G/PT-104 _ - -- _ _ ___ __ - RFL-101 RB-101 GYP/PT-103 PT-103 PT-103 GYP/PT-103 EXT'G/PT-104 CPT-101 RB-l0I PT-103 PT-103 'PT-103 PT-103 EXT'G/PT-104 CONGS N/A PT-103 PT-103 'PT-103 PT-103 EXT'G/PT-]04 _ __ __ _ CONGS N/A PT-]03 PT-103 PT-]03 IPT-103 EXT'G/PT-104 __ - _ _ _ _ __ _ CPT-101 RB-101 PT-101 PT-101 PT-]O1 ;PT-101 �ACT See Architectural Specification For ACT RFL-101 RB-101 PT-103 PT-103 PT-]03 PT-103 EXT'G/PT-104 New Metal Partitions to match D021 D037 DRY STORAGE CONC/S N/A PT-101 PT-101 D033 MNT INFO LOCKER CPT-I01 RB-101 GYP/PT-101 PT-101 D039 STORAGE CONC/S N/A PT-101 PT-101 D040 CORRIDOR RFL-101 RB-101 PT-103 PT-103 D041 MNT DINING LOCKERS CPT-101 RB-101 PT-101 PT-101 D042 WOMEN RPL-101 RB-l0I PT-103 PT-103 D043 SUPCRVISOR'S OFFICC CPT-102 D045 MELTING ROOM CPT-101 D046 LIFTOPS LOCKERS CPT-101 D049 SPRINKLCR CONTROL VAVLE-N- DO50 CORRIDOR RFL-101 DO51 SKUSNOWBOARD STORAGL CONC/S D052 LIFT OPS STORAGG CONC/S D053 MGCHANICAL-NO WORK NIC - D057 WORK ROOM CPT-102 D058 LIFT SUPCRVISOR'S LOCKGRS CPT-101 D059 STORAGC CONGS D060 LOBBY-NIC - DO(1 ELECTRICAL-NIC - D062 MECH-NIC - D063 GARAGE-NIC - D064 WATER-NIC - D06i SERVICE VESTIBULE RFL-101 D067 PHONG CONC/S RB-102 RB-101 RB-101 RB-101 RB-101 N/A RB-I 02 RB-101 N/A RB-101 N/.4 PT-102 PT-101 PT-101 PT-I 03 PT-101 PT-101 PT-I 0? PT-]O1 PT-101 PT-103 PT-101 PT-102 PT-IOI PT-101 PT-103 PT-]01 PT-]O1 PT-I 03 PT-101 PT-10] PT-103 PT-]O1 PT-101 PT-101 PT-101 PT-I 03 GY P/PT-10 I PT-103 PT-102 PT-101 PT-I 01 PT-103 PT-101 PT-101 PT-102 PT-101 PT-101 PT-]03 _ _ PT-101 __ ROOM FINISH-2 PT-101 PT-101 PT-I01 PT-103 PT-101 PT-103 EXT'G/PT-104 EXT'G/PT-104 EXT'G/PT-104 EXT'G/PT-I 04 EXT'G/PT-104 EXT'G/PT-I 04 und D022. New Metal Partitions to match D021 and D022. PT-102 ACT See Architectural Specitication For ACT 'PT-101 ACT 'See Architectural Specification For A� PT-101 EXT'G/PT-104 PT-103 EXT'G/PT-104 PT-101 EXT'G/PT-104 PT-101 EXT'G/PT-104 PT-102 EXTG/PT-104 PT-101 'EXT'G/PT-104 PT-]Ol EXT'G/PT-104 PT-103 EXT'G/PT-104 PT-101 EXT'G/PT-104 _ �ROOM P INISH AND MATGRIAL DESCRIPTION SCHEDULE IPROJECT;VAfL FRONT DOOR-BUILDING D PRO.IECT NO:20693.60 ID0G8 D070 D070 DSO I DS02 DS12 D100 DIOOa D101 D102 D 103 D 104 D105 D 106 D 107 D 103 D 109 D110 Dllla Dlllb Dlllc Dllld Dllle DI12 D113 Dlli D116a D116b D117 REFER TO A901,903 FOR EXISTING CEILING MATERIALS AND HEIGHTS. : REPAINT ALL GXISTING CEILINGS,WALLS,AND DOORS.SEE SCHEDULE FOR WALL PAINT DESIGNAT►ONS. :ALL G�ISTING DOORS AND FRAMGS TO BE PT-105. :ALL GXISTING CGILINGS TO BE PT-104. ROOM NAME STO RA GE STORAGE STORACG TRASH ROOM STA I R STAIR STAIR LEVELSOUTH ENTRYFOYER VESTIQULE ACTIVITIES DCSK PRIVATE TICKETS TICKET LOBBY AIRLOCK INSTRUCTOR CHECKOUT LIFT/SKI CLASS TICKETS ATM MANAGER BREAK ROOM COAT/STORAGL-CLOSET SKI SCHOOL SUPERVISORS CALL CENTER HALL WORKROOM ADMIN RESTROOM FOREMAN MANAGER2 TICKET SALES CASH COUNTING ROOM TOV SERVICE VESTIBULE FLOOR FIN./MA"f CONC/S CONC/S CONGS CONGS CONC/ES CONC/ES RFL-]O] RFL-I 09 RFL-I 09 CPT-103 CPT-103 CPT-I03 MTL GRL CPT-104 ('PT-103 CPT-103 C PT-I 04 VCT-101 C PT-I 04 C PT-104 C PT-I 04 C PT-I 04 CPT-104 C PT-104 VCT-101 CPT-I 04 CPT-I 04 C PT-I 04 C PT-104 CONC/S BASE NORTH FIN./MAT. F1N./MAT N/A PT-101 N/A PT-]O1 N/A ES RB-101 PT-101 N/A CONC/PT-101 N/A CONC/PT-101 RB-]Ol PT-103 R B-I 04 RB-I 04 RB-104 RB-104 RB-104 RB-I 04 RB-10� RB-I 04 RB-I 0� RB-I Oi R B-105 RB-I OS RB-10� RB-1 OS RB-I OS RB-107 RB-I OS RB-10� RB-105 RB-10� RB-10� RB-I OS RB-105 EAST FIN./MAT. PT-101 PT-101 ES PT-101 CONC/PT-I 0] CONC/PT-101 PT-103 T. I FIN./M AT. PT-101 'PT-]Ol PT-101 PT-]Ol CS ES _ - __ PT-]Oi PT-101 CONC/PT-101 CONC/PT-101 CONC/PT-101 CONC/PT-101 _ PT-]03 'PT-]03 DATE: 03 APRIL 2006 REVISED: IS NOVEMBER 3006 ASl-D009 REVISED:20 DECEMBER 200G ASI-DOl l REVISED:21 MARCH 2O07 ASI-DO15 CEILING EXT'G/PT-]04 EXT'G/PT-]04 ES EXT'G/PT-104 PT-104 __ PT-104 - - _ EXT'G/PT-104 Rubber Stuir Treads and Risers to top ,landing.Use Johnsonite Resilient Rigic Stair Nosing,RCN-XX-A,Color: 16A Thunder(to match RB-101). GYP/WC-101 GYP/WC-101 IGYP/WC-101 ��GYP/WC-101 �WD/ES _ - __ _ _ _ _ _ GYP/WC-101 GYP/WC-101 GYP/WG101 GYP/WC-101 WD/ES --_-- ---- -- --_ _ _ __ _ _ N/A GYP/WC-101 GYP/WC-]O1 GYP/WC-101 WD/ES ._ GYP/WC-101/WD-102 N/A GYP/WC-]O1/WD-102 �GYP/WC-]Ol/WD-103 WD/ES _ _ N/A GYP/WC-101 GYP/WG101 N/A WD/ES GYP/WC-101 GYP/WC-101 GYP/WC-101 GYP/WC-101 WD/ES -- _ __ _ .- - _ - _ _ _ GYP/PT-106 GYP/PT-]06 GYP/PT-106 IGYP/PT-106 ACT _ _-_ _ _ GYP/WC-101/WD-103 GYP/WC-101/WD-102 N/A GYP/WC-101/WD-102 WD/ES . _—__ _ _ _ GYP/PT-106 GYP/PT-106 GYP/PT-106 GYP/PT-106 'WD/ES _ _ _ _ __ GYP/PT-106 GYP/PT-106 GYP/PT-106 GYP/PT-106 ACT - __ . . __ GYP/PT-106 GYP/PT-106 GYP/PT-106 GYP/PT-106 ACT _ _. _ _ _ GYP/PT-106 GYP/PT-106 GYP/PT-106 GYP/PT-106 ACT GYP/PT-106 GYP/PT-106 GYP/PT-106 GYP/PT-106 ACT GYP/PT-106 GYP/PT-106 �GYP/PT-106 � GYP/PT-106 ACT GYP/PT-l06 GYP/PT-106 GYP/PT-106 GYP/PT-106 ACT - -- - _ GYP/PT-106 GYP/PT-106 GYP/PT-106 GYP/PT-106 ACT GYP/PT-106 GYP/PT-106 GYP/PT-106 GYP/PT-106 ACT GYP/PT-I07 GYP/PT-107 GYP/PT-107 GYP/PT-107 ACT _ GYP/PT-106 GYP/PT-106 GYP/PT-106 GYP/PT-106 ACT GYP/PT-106 GYP/PT-106 GYP/PT-106 GYP/PT-106 ACT GYP/PT-106 GYP/PT-106 GYP/PT-106 GYP/PT-106 WD/ES GYP/PT-106 GYP/PT-106 GYP/PT-106 GYP/PT-106 ACT GYP/PT-107 GYP/PT-107 GYP/PT-107 'GYP/PT-107 WD/ES ROONI FMISH-3 See detail 12a/1D206 See architectural specitication for ACT 'See detail 12a/ID306 See architectural specification for ACT See architectural specification for ACT See architectural specification for ACT See architectural specitication For ACT See architectural specitication for ACT See architectural specitication for ACT See architectural specitication for ACT See architectural specitication for ACT See architectural specitication for ACT See architectural specitication for ACT See architectural specitication for ACT See architectural specification for ACT 0 ' IROOM FINISH AND MATGRIAL DESCRIPTION SCHEDULE IPRO.IECT;VAIL FRONT DOOR-BUILDING D PRO.IECT NO:30693.G0 REFERTO A901,902 FOR GXISTING CEILING MATERIALS AND HEIGHTS. :REPAINT ALL C\ISTING CEILINGS,WALLS,AND DOORS.SEE SCHEDULE FOR WALL PAINT DESIGNATIONS. :ALL EXISTING DOORS AND FRAMES TO BE PT-]0$, :ALL EXISTING CEILINGS TO BE PT-104. ROOM# ,ROOM NAME D113 OFFICE D1 19 RETAIL/RENTAL STORAGE D 121 RETAIL/RENTAL D122 BASKETS Dl?3 .IANITOR D134a MEN Dl?4b MEN'S VANITY D125a WOMEN D135b WOMEN'S VANITY D128 VESTIBULE D129 SKI VALET D130 VESTIBULE D131 COFFEE HOUSE D132 COFPEE STAND D133 VESTIBULE D134 HALL D135 RAMP D136 ELECT/TELEPHONE D137 VESTIBULE D133 VESTIBULE D139 CHECK-OUT D140 BASKET EXCHANGE AREA D141 HALL F LOO R FIN./MAT NIC NIC NIC NIC CONC/S PTL-1 O 1 PTL-I01 PTL-101 PTL-I 0 I RFL-109 R1=L-I 09 MTL GRL RFL-I 09 RFL-109 RFL-I 09 RFL-109 RFL-109 CONC/S MTL GRL RFL-109 NIC NIC RFL-109 FIN./MAT.�FIN./MAT. NIC GYP NIC GYP N1C GYP NIC GYP RB-105 GYP/PT-]07 RQ-104 GYP/WC-101 RB-104 GYP/WC-101 RB-104 GYP/WC-!01 R&104 GYP/WC-101 RB-104 GYP/PT-106 RB-105 GYP/PT-107 RB-104 GYP/PT-106 RB-104 GYP/PT-106 RB-10> GYP/PT-]07 RB-105 GYP/PT-107 RB-104 GYP/PT-106 RB-104 GYP/PT-106 RB-105 GYP/PT-106 RB-104 GYP/PT-106 RB-I05 GYP/PT-107 NIC GYP NIC GYP R[3-104 GYP/PT-106 �FIN./MAT. GYP GYP GYP GYP GY P/PT-107 Gvniwc-�o� GYP/WC-]O1 GYP/WGI01 GYP/WC-101 GYP/PT-106 GYP/PT-I 07 GY P/PT-I Ob GYP/PT-106 GY P/PT-107 GYP/PT-107 GYP/PT-106 GYP/PT-I 06 GYP/PT-106 GYP/PT-106 GY P/PT-107 GYP GYP GYP/PT-106 W ALLS T T. GYP GYP GYP GYP GYP GYP GYP GYP GYP/PT-107 GYP/PT-I07 GYP/WC-101 GYP/WC-101 GYP/WG101 GYP/WC-]Ol __ _ _ __ _ GYP/WC-101 GYP/WC-101 __ _ _ _ _ - - GYP/WG101 GYP/WC-10] GYP/PT-106 'GYP/PT-106 GYP/PT-107 GYP/PT-107 GYP/PT-]06 GYP/PT-106 GYP/PT-106 GYP/PT-106 _ _ _ __ __ _ GYP/PT-107 GYP/PT-107 _ - -- _ _ _ GYP/PT-107 GYP/PT-107 _ ___ - __ _ _ ___ GYP/PT-106 GYP/PT-106 _ — __ __ GYP/PT-106 'GYP/PT-]06 GYP/PT-106 GYP/PT-106 _ --—_ _ GYP/PT-106 GYP/PT-106 GYP/PT-107 GYP/PT-107 _ __ __ _ — _ . GYP GYP __ _ ___ _ _ GYP GYP _ _ ____ — GYP/PT-106 GYP-PT-106 R00�4 FINISH-4 DATE: 03 AP21L 2006 REVISED: l�NOVEMBER 2006 ASl-D009 REVISED:20 DECEMBER 2006 ASI-DO11 REVISED:21 MARCH 2O07 ASI-DOI S ILING GYP provide GYP bd walls&tape only GYP ,provide GYP bd walls&tape only GYP provide GYP bd walls&tape only WD/GYP provide GYP bd walls&tape only ES GY P/PT-107 GYP/PT-107 GY P/PT-107 GYP/PT-107 WD/ES GYP/PT-107 W D/E S WD/ES WD/ES GYP/PT-107 � WD/ES WD/ES WD/ES W D/E S ES AFF.Refer to Architectural Specitication GYP provide GYP bd walls&tape only GYP provide GYP bd walls&tape only W D/E S J+i';a:; �51��:... �:; ' .,,,: CO#�POR�1'C� �A�E SR�CIALISI"S Safe Sales Quote Model Specifications: Dimensions: H W D Exterior: 42" 25" 18" Interior: Top 19.25" 24.5" 17" Top Door: 17.5" 21" Bottom Door: 10.5" 21" Weight:4301bs B-Rated Construction(1/2"Door&1/4"Body) 4 Pre-Drilled Anchor Holes Mailbox depository 1-year warranty on safe body 2-year warranty on Lock Service&Technical Support* �''�is �•li� u4,�;yWf il", ,ili�l sa iii��''��P",, ,.�,�'�° ��ril `tn� ,�i�i^��i,. � . � '-: Bu,rglary Fire Safe Free Shipping Page 1 of 2 �� '�:�.�� a��'��;� ��:�d'G � ��`'�,��"°� �� E,��°t.�l��°,�` ��°� �� s��u��w ��a'Cru�t• . ��± Last keys or cambinatians for� Burglary_..Fire Safe View Cart Checkout ��irtim�rci��l Fir� Hc�m� S�fes � Small_Med.ia S�f� {�ffice S��fe� Chests Large Data Safes 1t�i�jll ��-�fes ��i�i ��fes S_urit __Chests__& Water _roof �`�� _ec_ ---�-- File Ca.b.in.e..ts_ Sto.r.a.ge Cabtnet..s... F�e�i�t�i�t FIQ+�r ��fe� Files Securitv Chests �� .. ,�, ,u� �� Y � BF3416 Burglary Fire Safe �"��;�� °� �� "�� c� �=�� °� ��`� ��:�� Fr�� 11i.�in� in�lu��s lift ��,t��+curb�ide d�liv�r� �rder c�nline ar ��II 1-8�0-�1�-7728 I ��I- For the best if security with added fireprotection you can't beat the AMSEC °� BF3415 burglary fire safe. The BF3416 is the industry's first U.L, listed, burglary fire safe. During Underwriter's Laboratories grueling testing procedures, the BFTM series earned the U.L. listed Class 350F, One Hour Label and the (RSC) Residential Security Container Label. ' About American SecurityC? American Security Products Company has been manufacturing high quality, high i security products since 1946. American Security models carry burglary and fire ratings by independent laboratories. AMSEC offers on its fire rated products a limited three year warranty plus lifetime after fire replacement guarantee. All othe products carry a limited 1 year warranty. Afi this tirrge we cannot offi'er indonr delivery on this praduct. Body: • 2-5/8" thick, consisting of 118" outer and inner steel plates creating a burglary resistant structure enclosing a unique proprietary fire resistant material. • Three massive 1" diameter solid steel chrome-plated locking bolts. • A full length dead bar locks deep into the body preventing door removal during a forced entry attempt. • U.L. listed Group II combination lock with spring-loaded auxiliary relock device. • 1/4" heavy duty carburized hardplate. http://www.firesafestore.com/commercialsafe-amsec l.htm 3/9/2007 Burglary Fire Safe Free Shipping Page 2 of 2 • Heavy duty steel hinges provide easy smooth door operation. • One recessed anchor bolt hole and mounting hardware are provided to securely anchor safe. • Attractively accented with a large chrome-plated dial, matching handle and a plush velour interior • Durable and attractive granite finish with an interior of smokey gray plush velour. Door: • 3-1/2"thick, consisting of 1/2" plate steel with a unique proprietary fire and burglary resistant material. • Dual seal design utilizes a silicone foam seal with a heat-expanding intumescent seal �x � _ � Intumescent Door Seal: The root word, intumes, means to react by expansion. When the intumescent seal is expose to high temperature(above 250oF), it expands to as much as 8 times it's original thickness. In this expanded or reactive state, it has very high thermal insulating capacity and resistanc to breakdown.This provides a strong positive seal between the door and body, preventing heat influx. Specifications ORDER AMSEC MODEL BF3416 • Inside: 34"H x 161/2"W x 16"D � Add To Cart 1 Quantity • Outside: 39 1/4"H x 21 2/4"W x 21 314"D Retail $2420.00 • Door Opening: 34" x 16 1/2" Yaur Price $1899.70 • Capacity: 8976 cu. in. • Weight: 6151bs • Color: Gray **Click_here to_read about_burglary.._ratings *Click here_to_.rgad about fire rating.s. Lifetime Replacement Warranty: If your BF safe is exposed to fire and failed to protect the contents, your BF safe will be replaced free of charge. Just return the safe freight prepaid to the factory accompanied with the fire report. Contact your dealer for further details Beware. Most of our competitors don't reveal their shipping charges until you've placed your order. At our store yvur shipping is free. Read about our shipping policies on the home page. FAQ Contact Home http://www.firesafestore.com/commercialsafe-amsec l.htm 3/9/2007 �" :. . IP�l�. a - :,. � , . n� u . ��' I��«�Vi�li_.. . : , _., a, s�: � , •' , r -> , ., � � II�III�IIIIIII I II Ili�i�l"M�VU�i�b a �, � �� Il��dl��I I�I��i � �:� �' � � � � �� , ;' �� ;i;. � � � � � � �� x� �. � � � �. s � �' � � v � � � ::� � ��,; ��. %�; �� v � ' +� � ' ' � ,�°°" ;'. � ; `�� ' � � � �� . �� , s:. �� g, �� t' � yh �- � ° g � � �' �� ` wy+.: ie: `�� . e � ��i ., �;, '� � � i: � .n �.�: MF�S� � � � � %� �y ; E l „ "t3 .�'a �#, � ''R g � y ;".. '4 �:� '� �t'. �^"� � '� � �� /, �,\ �-A.,?� ea>`�5'ik^4% . $' � b3+ € �,ya .:%.Y�.�.. ��$`I �.��. C..��:'S' ��,a 5 j � � �re�a„� ; �� ,;, ' ' � _ � , .;. ., _ ,,. . � .,. ,�$ . � s .�� '�d� �� .. . Q; , .�,,�° r�. £� r � � � '�a �s � � � �.. ,� <. .., � - ;,� ; , :� ��:� � � � � � � � � F �� . � , ��. . . ; _ & �� . ,r ,S,J'?� . � �- �. . � � � � � � � � � � � Th�P��rp��e �f� F�r� ��r��t�� 4�� 'r��ar� �� Protect property by 19miting damage in case of a fire. ' REUABIUTY Make a building safer to occupy. Gookson Fire Qoor Systems provide dependable closings Close an opening in a fire wall, because of their simplicity of design:They are easy to'operate' and automatically ciose when there is a fire. The Gookson Company offers the widest variety of s#ate-of the-art fire daor systems,each with speeific features and benefits designed for any type of DURABlLITY installation,The sefection of a fire daor system should be basetl on'the Many fire doors on the market today are not`made to operate characteristics of a fire doar opening. f�equently',or withstand periodic testing.Their tlesign subjects the celea5ing mechanism to extreme impact, vuhich can affect the �� a��°�� reliabllify of the tloqr closing in future tests and require frequent` ACGFSSte/LITY repairs. Cookson Fire DaQr',Systems designed to operate for' The fire door is either completely and easily:accessible,or portions 50,000 cycles, are manufactured to=withstand frequent testing or al['of the fire door are built into`the walls and/or ceifings. without subjecting any parts to impact:The benefit is thai Cookson Fire Door Systems are designed to last. ? TRAFFIC CONGENT/iATIQN AROUND THE OPENING The number of penpie who will be arountl'or near the opening. V,4LUE Cookson �ire Door Systems are the most cost effective way of TESTlNG REQU/REMENTS ' ` ' ' protecting praperty while increasing the safety of the'building All Fire Door Systems'must be tested at least'once a year for occupanfs. according to Builtling Codes(NFPA 80). Some fire door openings require testing of the fire door system on a more frequent basis. Caokson Fire Door Systems are designed'to provide`years of dependable service,while ensuring#he besf value in the indusiry POWER fAllURES -truly a fire door for every occasion. Power failures can cau5e some fire doors to close automafically even if there is nat an actuation of the Fire Alarm System. FDO-B MOTOR OPERATED SYSTEM (Built-In Battery&Voice Module) : �� 4''- � y � e � ��`�z<.y.v, �� ' n.�,�� . '. r��;. �., ;n. � .. ,� � � a Y�r p�` 4 .. � � �F" ry €�°^�� ` ' �i ��.•� ��;+. C� ;_ ' ,'> ;5 , �. '�m `�i+ ,. `�..u� ' . ` •,� ' � ��_ � ��y i. .: �.R . ,��. :: � . � � � �... . �.,s ..;-. � �. �,. ...� . � �,�. .0 Z �� 3b a � �� Y 1�C � � �.., F.� �M. . �,G -� �,. _ "` ,�-.,r�+e�. _ _ .. '.�� , r.... . . . �' � ° ^VA'»"' c.' ' . . � 3t �F �� b� \ � �1: � � ..�5 <.e.<��.;� � � � �. ffi � �' r. � � ' � � . �.'. ck sa'` �+° � �"4�,�N . � G� �� ,� � ��; � ; Q,�pd � �� ...,.:. �:�� $ oc FD-2A CHAIN OPERATED SYSTEM � ' `,��0 � � �� ,��`e � ` : :. " � . „ ..:..�.._..,.: .. ,� .�,��,�. .� _ .x..� � �� ,' ��x� � � FDO-A MQTOR OP�RATED SYSTEM ` � G � ��;�� . A ' � v��.� N�, ,�- �.�.'��.. �..�� ..�... ...... .,. __. . . . ....... .. .. � � • �• •� � . � � � � . � �• . � �� i lii 1 1 . 1 11• 1• 1 •1 • 111 1. . 1 11' 1 1 1 ' 1 1 1 1 x>: ��sr�.��c��s�� Fire doors can be actuated (closing o#the door in the event of fire)by '' either heat detectors(thermal fusible links}or smoke detectars/building a�arm systems.Although all Cookson Fire Door Systems can be actuated by heat detectors,it is The Cooksorr'Company's recommendation that all ' fire doors be actuatetl by smoke detectors or building alarm systems. ` � ' This provides an earlier clasing of the door,thus limiting smoke related ' ,��„ �.�` �° ° ' �: �4 ,, property damage and increasing oecupanf safety. kz� y � � � � .,� �'PrSib .., ., i � .. � 4.:, The Cookson Company has developed several fire door systems to meet �,r, ' the requirements of different fire door openings:All Cooksan Fire Doors �`£� , have been developed as cornplete systems and are the most... ' ' dependable,reliable and cost effective... : .:.systems available. l� �; ' , , ;., � <i �, :�- E � s � � � � � �� 'fi,� �" � �� .,� � g::. �gg�.YYt d� ��` ��E � , . :. '"'�b. '��; . � �, �P _ 2� „��t ;�\ '- .. �� . _ • �„� , � RT . , . . ., �.i: , , . . :i , •*e�' � 3 �s ; a ,'.�.. ,'. l _ �.. � �'. �.j ..,. � z s.?�:. ',` � . � ' ... ",: �. �.� y� ��. ..$ - c... ,,g � '�c;7�.. , , ��. .. '. , . �., ,:; w� .. ..��.. � ...... iz!.,t y a � � � . � � � �� 5 �; � � $ k� S' ..��,,,�i`��,�. E�- k ;' �.. . ��. . ��...,.. � . . ..;, .�`,� 3.., �� n �� F"- \"� ;��°�. � �. §�:: . �`.:�. ��:: ,�, � � � � � � � . . . � 1 �1 PLE-TEST�"� � U�L�1�� S This'group of fire doors requires manual resetting by a trained technician after the system has been tested or aCtuated.All Simple-Test Fire Doors feature Cookson's exclusive Sure-Closer"'release;spring,which can be reset from one sitle of the donr.Available in push-up, chain and crank oper,ation,Cookson's Simple-Tesf Fire DoQrs are more reliable and eas�er to reset than any other fire tloor; thus reducing resetting time from hours to rriinutes. ' G��k��rs�e�rar��ri��d��ll:��r�p6�-�`��i��t�r�y��€��b��ated��r��e €3�t��ars��bc��ldi�g�l��s��8��i�i�ir��t��k��r��I��I�asir��i��. 51MPLE-TES7 S�YSTEM WITH FireEly(II SI�IPLE-TE&7 SYSTEM W1TH FireFly III PLUS{Built-In Ba�tery) This sys#em utilizes�oakson's Fire�ly III solid state,#aif-safe,releasing This System has all#he fea#ures of the Sirnple-Test Fire Door device with builtan�ariable time delayto eliminate prer�ature closings ' Sys#em vuith Fire�ly Ifl plu5 a built in battery that can power up to' � due to pow�r failures.��he Frefly lll Ps wire�direetly into the bu�ding �� 2 smoke det�cfdrs antl!or sounde�strobes�for as lot�g as 72�� alann cnntrol panel and is supparked by the 6uilding alarm control hours i�the event of a pQwerfiailure.This pravides fire prQtectian panel emergenc�power source. : tluring power failure,.preventing unnecessary door cinsings, without the expense of a central battery back-up system. Upon activation af the building alarm system,the fire door will automaticafiy close :after a set time delay. Although most building code5 allowa maximum time delay of 70 secontls,the Fire�ry III can be set for a maximum delay of 60 seconds.In case of power failure the building'alarm control panel emergency power source wiil power the Firefly III and the door will not close uniess#here is an alarm activation. = a � ,._ � �:'. ..: ."�� 3 '�. ,.'.�7 �[ :-' _,� �F E �., � . ,,. �: , _ ,� . '�., ...: . .. T.. ....,.,; . . .� ..i=��. �}c �4 yt�T ; � `� � �v�� .. '�' �- ..� 1 �, r.. ., a �zr �. .�: , ..,, - : . , e�-� s �€, �n :'M; = .��. .,�� w � k.: 1.: 8: o-: � . �• . J,GC' Q�a � x ``�v-O�� '�`(�P'�� t � �� ' � s'�s� ��' s a� � ��'�. i � ,.�.� �;.�..�� :� �� Simple-Test Fire Door System with FireFly III Simple-Test Fire Door System with FireFly III Plus (Built-In Battery) �� For more detailed information including tlrawings antl specifications,visit cooksontloor.com � l�t : . € :a E:i -. �e �c a �. • � � , a e • it• .� � if �. Y•c ae o ; e '� s ie• ro ° 1ts s a < e r k ^ ^ osa s �: ff•� � ^ t � ��°��rr,�C�� i ° r o• °s �e �e� . r i • 4 � ,a. , � • w r . • e The Cookson Aufo-Test Fire'Door Systems reset autamafically ' ,�E ' , . �, a: • � � . " � after being tested or actuated,Qnce the atarm has been clearetl,the ; , ;:, , , ; , ; ;; E,,: a � : : e � 5ystem is automatically ready for the next test or a�tuation,thus eliminating the neetl for a trained technician to resetthe fire tloor.Cookson Auto-Test fire `Door Systems,the most reliable, tlurable fire':door systems available, are t�e door if it con#acts an obstruc#ion,Once the smoke tletector or 'actuated by smoke tleteetor or builtling alarm systems. building alarm system has been reset,the fire door aut�matically returns to normal operating mode withaut mechanical resetting FO-2A CHAIN OPERA7Eb SYSTEM and can be ope�ed and closed using the operator,In case of power The Cookson Auto-Test Chain Operated Fire'Door System is a failure, the fire door will automatically close.The'resumption of completely automatect, manually operatetl fire doar system. In power will reset the fire door to normal operating mode. 'normal opera#ing mnde,the daar can be opened and�losetl with the chain operator.;Upon actuation,ihe fire door will autornatically Fp0-B MOTOR OPERATED SYSTEM{Built-In Battery&Voice Motlule) close.Oqce the smoke detector Qr building alarm system`has been The Gaoksan F00-B Auto-Test fire Door Sys#em--has all of the : cleared, the fire door wilf au#omatically return to the norma[ �utomated features of the FDO-A as well as a built-in battery that operating mode without mechanical reseiting and the daor can be prevents automatic closure due to power failure.The FDO-B also apened and closed using the chain operator. ln case of power features Cookson's exclusive "Soft-CloseT"'" RPM governing failure,the fire dnor will automatically close.The resumption of po�ver vu�ll reset the fire do�r to norr�al oper�ting mode.24VAC� sYstem and a �oice module wi#h speaker strobe light that 24VbC or 120VAC`is required to pQwer#he��-2A.Backup power announces th�door closing. can be used from�buildin�alarm control panel. Upor�acti�+a��n ofi Smake detectbrs or building alarm syster�,the The CoQksnn Auto'Test Ghain Operatsd Firs t�oor System is the �+Qice madufe announ�es that!_�he fire tloor is now closing. mast reliable and'durable manually'aperated fire door system Cookson's Soft-CloseT"'gouerning system limits the closing speed 'available: It features totaliy'automafic resetting of the fire door to a'maximum of 9" per second.Upon the clearing of the alarm after an alerm actuation or pnwer failure. system,the Auto-Test Fire Door System automatically resets,itself and is ready for the ne�fire test or actuaiio�.The built-in battery FDO-A/FDO-A10 MOTOR OPERATEQ SYSTEMS eliminates nuisance clqsings due to power failures for up to seven The FD0-A (FDQ-A1� for caunter door applications) Fire Door days,and the voice module notifies oceupants that there has been Sysfem is a totally automated motorized fire door sysfem.It has an alarm activation and that the door wiq be closing. `the same features as the Auto-Test Chain Operated'Fire Door The'Eookson top-of-the-line FDO-B Auto-Test Motor Operated System,with the added safety and ease of opening and closing the Fire Door System is fuliy automated and is furnished with safety door using a mator operator. Upon actuation, the fire door will features u�available firom any`other manufacturer. The FDO-6 automatically close,and Cookson's Test-A-Fire logic will reverse Fire Qoar System offers maximum refiability and durability at a cost effective price. ` , � ,,.� �. �� _ �.� E_ �.. � � , � �� ;t:i: : E 0�� `�'�i' g �Jr� _ � i �ic 8 3 rv� �� .. ..., .....: ,. ,:. .., -• . , , w•: . ; .. ,.; .: .....w. . .�• .:, , .. . ..._ . . .�.. . . � , , .,.; . � CEILING: .,.,..: .,..,��; � >:: �; �� t: �� ..� §�s,3 o 3 O �F @��B°i��F l" y\. . _,. o.; : , ..... ... , ��,. . �...__'_._ �" ' , � .! ; FD-2A Auto-Test Chain Operated Fire Door System FDO-A Auto-Test Motor Operated Fire Door System FDO-B Auto-Test Motor Operated Fire Door System (Built-In Battery;Voice Module) � �� r�a�v � / Since all fire door openings;are not the same, Cookson has a'fire daor system for every fire door Simple-TestT"" , Simple-TBSfT"' :�': FD 2A FDQ=A/FD0-A10 e ' FDO-B opening.To'determine the correct Fire'Door with . Fire Door'with `: Auto=TestTM' Auto-TestT"" = Auto-TestT"" Cookson Fire Door System for any FireFly 111 `� Fire�ly III Plus '=Chain Operated.:Motor Operated `Motar Operated specif+c opening, 'review ;the (Built-In Battery) „' Fire Door ` Fire Door ` Fire Door selection criteria below. ;: (Built-In Battery '' ,t &Voice Module) ; COmpfetelyAccesSlble' ' � �:'' �; ,, � ` � ' � Nat Cattipletety Ac�essibie � ; � �" : � � � i � Low concentration of general , � public around fire�door ' � _- �� opening(okay for door to clase during non-alarm power failure)' Moderate concentration of' general public around fire door �� opening(okay for door to ' close during non-alarm power failure) ' High concentration of general � ' public around fire door opening (door should not close dunng non-alarm power failure) <� � < : �.� � Annual ' ' �� ; � �°� � 'More frequent than annuaf ' �. ' � ' �' • g . [ ,�� Infrequent � � � �� Moderately Frequent � ��° �� Very Frequent � � � � � ° 10 cycles or less per day ' � �' �� .F �� More than 10 cycles per day �� ' � � , � a � � Suggested Uses Mfg.Facilities ' Mfg.Facilities Mfg.Facilities Mfg.Facilities All Warehouses Warehouses Warehouses Warehouses Building Stadiums Stadiums Types Sports Arenas Sports Arenas Convention Centers.=Convention Centers = �� • � . -� � . � � � � . � . � �� . . . � AUXI LIARY D EVI CES , . � � � „ � � �" � „ � . �.. ., , � .,. , „ . „ , ,,, , , , , � - ,. , � . . ,� . , , . , �� s�� Actuates fire door systems sooner t�an heat detectors,thereby limiting property damage antl increasing 'occupant safety.(Optional)' A'.(F ;�S ��,� ,& ::J � 4;.% � �. � ��r � �� I I �� I �� aur�der�tratte � " � � r. ,,, _.:� �..� n. Flashes a bright fight and sounds an alarm to warn any person nearhy of �p��r�� :possible danger. Available with Inciuded as standard equipment with the FDO-B �imple-Test Ffr�E�nor witit FireFly ill Au#a-Test Motor Dperated Fire bQOr System.This � � �- ��plus an� Autn-Test ETJt�-A Mutar device #lashe� a brigt�t light and announces that '- '� , 'Operated Fire Doors,(Optic�nai) the door will be elosin_g.Welps p�event panlc. ,,�k;�, �-:,. �{ 1,�.. �� . . , _ , � �' , ��-;,. � � 'fi. � � �� h ';<2 � �� . <�.,,�� . � �'�a�.s�� th�r�c�g�T��i��r�i�r�a ��t��r�� }? Cookson introduces the new wave in door saferyedge technology.The � �v �� Featheredge does not rely on pressure,electrical contacts or volumes of �. f� � air to reverse a door. Instead,when an object slightly touches the bot- _ � tom of a motor operated fire door,air waves are created to reverse the downward descent of the tloor.The Featheredge is standard equipment �"" ,.�: on FDO-A and FDO-B Motor Operated Fire Door Systems.For added pro- �a'` � U " tection without the use of a connecting cord,the Phantom Featheredge '� ��''�~� � �� ,. � � � can be used on all FDO-A/FDO-A10 or FDO-B tloors. The Phantom ��: Featheredge is a wireless,failsafe safety edge system with self diag- nostic testing for atlded dependability. ? �, ..�..- . \i . _ F� :: , ..; .,.� . �m.wo �m. aqaa�.v..�d,�.i..s.� .Yw�ffi�Y��4 Y E THE PREFERRED ROLLING FIRE DOOR cooksondoor.com - UPDATED DAII.Y The Cookson Company provides the most comprehensive Internet source for rolling door protluct information. �''�"�' °''"�'�� in fact,PDF files for more than 1,400 Cookson�esign Manual pages, specifications in Word format,and inter- active CAD drawings to exact dimensions based on specific door fypes and sizes are availabie. '`� ,�, �. ::�-: ,� _ � � � ,�� p , . �� , ��ilil�� , � �� -:� ��` : $ ' �� ., _��: r ` 3 : � :�� . �� . _ � • � � � � � �� o �__ �� "� °��"o�� ': � � �\; �, �. �� * 7 � �� Fz: � � > , �� ; �� ,� _ � ° �a� , � ::� ' ' i _ , � ,'`� 1 ° i ! ° �� F�� a � � ��\� �' � �� F�� \ ; , • �� @ � �� g K , � � � � `�? � E�� ` ' � ` ° 4 1: ' � s!� > � ' �f�1Ei�� _ i', �E e _ ��.ss�p,F�._ ��ss�pi�o_ �� U� � U� F nn �_�� AP%IOVED WARNOCK HERSEY �� 5� =;�� IDA �; _ ��=a — . —. . . . �� ti The Cooicson Company � � Z417 S. 50th Avenue • Phoenix,AZ 85043 � �� Phone (800) 390-8590 • F�c(800) 277-2576 �� cooksondoor.com �' ��r ��.� � n � . . . . . :r 'TH� Pt�E�Et�I�:�xG R��,�t�1G; flC��?R ,.e.. ... . .. . . . ..... . . . . . . NtERTpk Auto Test Doors T e FD-2A - Chain O erated Autom�tit Resettin Fire Door C� YP P 9 ColorCote Finish - Face of Wall Mounted - Smoke Detector Activated ��^o�kNa�*e APPROVED 'B't76" � ❑ 0 o a .,,. 0 0 ------------- 2 vr � � � � , , .F. � I I � .p. _ i i Z � � ' a � U o , � .C. I U �JAMB OPENING WIOTH-�i I L--GUIDE OPENING WIDTH� Guide Detail Siat Selection w---•I � ►� � � i � �I ____1i____ � • I ,' ----�---'� 1 'ao ino so �5' 2�' .L. �-?ia" ��2 i�.r�� ir,.o s.o� z5" ?.:,° Y � � 3 '.6.U" 1 Lp _C" :? �0 4 :ti.0�� 1i.( �.U" .0" ;.(i� 1" �"' � � 3� i8.0" 19.C" 0,0'� 2y� ?.5� I . 6. ,� �0.0�� 1g,p^ O.L" 3,p" 3.0�� Sl�t#5 I�—x�1 Determine Dimensions For Specific Door Size 1.From chart belo�v select proper Area Number fer width and height of door. Bottom Bar Detail 2.Refer to Selection Chart for dimensions. i�� . � � � za i� UP 70 S' 2F;� s.a ;,�� r— � I i OT OVER B� ,o" 5 5" ^5. W ; i ,_�;.,�:� ._z_��r°� .I. LL zo � ,AVAIGABCE (� I , z r _.; _q_ g ; ---- ------- ; — � . _��.. � s 's 3 5' � �: . � _ �� : :.... , � ; w ; ; '. = io , _...___ Z - _ __� z nssiat '.2fl C�aug�'.; Z 5 � W _ ,.� _t �... d k5 Slat O 22 Ga;,ge 0 5 10 15 20 25 30 36-6 OPENING WIDTH IN FEET Dimensians are based on the requirements of Warnuck Hersey testing agency.If UL or FM labels are required,dimensions C,0,W,X,Y may OOKSON be greater than shown.Please contact tactory for proper dimensions. � Revised:March 3,2QQ6 �r■G3 € Auto Test Doors Type FD-2A — Ch�in Oper�ted Automatic Resetting Fire Door ColorCote FinisY� - Face of Wall Mounted - Smoke Detector Activated 1.0 GENERAL E. The brackets shall be constructed of steel not less than 1/4" 1.1 Summary thick and shall be bolted to the wall angle with minimum 1/2" A. All Rolling Fire Doors shali be as manufactured by The fasteners. The finish on the brackets shali be the same Cookson Company, Phoenix, Arizona. Furnished materials Gookson ColorCote finish as indicated in the curtain section. shall inciude all curtains, bottom bars, guides, brackets, F. The barrel shall be steel tubing of not less than 4" in diameter. hoods,operating mechanisms and any special features. Oil tempered torsion springs shall be capable of correctly B. Work not to be included by 7he Cookson Company includes counter balancing the weight of the curtain.The barrel shall be design of, material for and preparation of door openings but designed to limit the maximum deflection to .03" per foot of not limited to structural or miscellaneous iron work, access opening width.The springs shall be adjusted by means of an panels, finish painting, electrical wiring, conduit and discon- exterior wheel.Tne finish on the barrel shall be one(1)coat of nect switches. bronze rust-inf�ibiting prime paint. 12 Quality Assurance G. The hood shall be fabricated from 24 gauge galvanized steel A. All rolling fire doors shail be constructed in accordance with the and shall be formed to fit the curvature of the brackets.The fin- testing agency;Warnock Hersey,requirements and shall bear a ish on the hood shall be the same Cookson ColorCote finish as [4 hour] [3 hour] [1-1/2 hour] [3/4 hour] rating label. Firelocks indicated in the curtain section. shall be installed on doors over 13'7" wide but not exceeding 29'7"wide to positively hold the curtain in the guides. 2.2 Operation B, The ColorCote finish shall be such that there is no corrosion A. All automatic resetting chain operated fire doors shall have an when the material is subjected to salt spray resistance test automatic closing device, and Whisper Governor to control the ASTM 8-117 for 1000 hours. downward speed of the door.The door shall become operational upon the activation of a smoke detector or interruption of power. 2.0 PRODUCTS The door shall have an average closing speed of not less than 2.1 Materials six (6) inches per second and not more than twenty-four(24) A. The door curtain shall be constructed of interconnected strip inches per second as indicated in NFPA Bulletin 80.The Whisper steel slats conforming to ASTM A-653. The proper gauge of Governor shall be fail-safe, maintenance free,fully enclosed and steei shall be chosen as foilows: warranted for the life time of the door.Once the door has closed, 1. 22 gauge with a No. 5 (measuring 2-1/4" high by 5/8" it autorriatically resets by clearing the fire alarm or smoke detec- deep)flat slat as designated by The Cookson Company if tion system at which time the chain operator shali be able to the door width does not exceed 18'4" and the door height open the door.Mechanical resetting by engaging or using levers, does not exceed 18'4". 2. 20 gauge with a No. 5 flat slat as designated by The Pulleys or ladders is not acceptable or required. Cookson Company if the door width is between 18'S" and B� Chain operated doors shall open and close with a maximum 7_4'4"and the door height is between 18'5"and 24'4". of 30 pounds of effort, utilizing an endless chain and gear 3. 18 gauge No. 4 (measuring 2-3/4" high by 3/4" deep) flat reduction. slat as designated by The Cookson Company if the door 2•3 Locking Mechanisms width exceeds 24'4"and or the door height exceeds 24'4". A. The chain door sha�l be secured by means of a chain lock. B. The finish on the door curtain shall be Cookson ColarCote 3.0 EXECUTION consisting of the following: 3.1 Installation 1. Hot dipped galvanized G-90 coating consistent with ASTM A. All Cookson Rolling Fire Doors shali be installed in accordance A-653 with NFPA Bulletin 80 by an authorized Cookson Distributor. 2. 8onderized coating for prime coat adhesion 3.2 Warranty 3. Factory applied Thermosetting Powder Coating applied A. Ali Cookson Rolling Fire Doors shall be warranted for a period with a rninimum thickness of 2 mils. The color shall be of 2 years from the time of sl�ipment against defects in work- selected by the architect and shall be chosen from [stan- i�anship and materials. dard color chart][custom color seiection]. C. The bottom bar shail consist of two 1/8"steel angles mechani- cally jained together.The finish an the bottom bar shall be the same Cookson ColorCote finish as indicated in the curtain section. D. The guides shali consist of 3 steei angles bolted together with 3/8° fasteners to form a channel for the curtain to travel. The wall angle portion shall be continuous and fastened to the sur- rounding structure with minimum 1!2"fasteners.The finish on the guide angles shall be the same Cookson ColorCote finish as indicated in the curtain section. C.G3 . Vail, Colorado Denver, Colorado Frisco, Colorado � Monroe 8� Newell Engineers, Inc. March 21, 2007 4240 Architeciure 1621 Eighteenth Street, Suite 200 Denver, CO 80202 Attn: Randy Hart Re: Vail's Front Door(M&N#5500.02) Skier Services,Building D BUILDING PERMIT#B06-0021 Dea.r Mr. Hart: The following are our responses to the structural portions of The Town of Vail Building Department comments for the above building, dated 1/17/07. We have included the original comment with each response. Our responses are noted with"M&N Response". 22. General Structural Comment: Due to the inherent connectivity between the various structures in this project,there may be comments from this Volume's details in other Volume's comments, and vice versa. Note also that this review and eventual approval does not permit the violations of any section of the building code, or any other ordinance or State law. M&N Response: No Response Required. 23. 8,18/5002: Please verify/clarify reinforcing details at new walls and foundations. Detail 18: reinforcing for new slab on grade appears in one direction only. Detail 8: reinforcing perpendicular calls for three bars, approx. 48"o.c. Foundation reinforcing is not identified and 2 bazs are not adequate for 3'-0"wide footings. Horizontal wall reinforcing is not identified. Horizontal reinforcing at connection to lower level concrete walls is not defined. Please review reinforcing details. IBC 1805.4, ACI 318, 14.3. A 2007 Platinum Corporate Sponsor of � � � Colorado A ComponeM of The American Institute M Architects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 (3�3) 623-4927 • FAX (303) 623-6602 • email: denverC�monroe-newell.com M&N Response: See revised Sections 8/5002 and 18/5002 for clarification of reinforcing. Section 18/5002—provide#5 at 1'-6" o.c. x cont. parallel to exterior walls. Section 8/5002 -Revise (3) #5 x cont. perpendicular in the slab to#5 at 1'-6". See attached revised Section 8/5002 for reinforcing callouts. 24. 5101,ASI D-010: Structural sheet 5101 and architectural ASI cover indicate that an elevator core was removed from the documents and then re-inserted. The elevator core in question was a significant aspect of the original lateral load resisting system. Verify that all major changes are also being coordinated with the Vail building department. Verify that upon removal of any structural element or system that the remaining structural elements are being modified to accommodate increases in loading as appropriate. IBC 1604.4, 106.4. M&N Response: Since the elevator core was added back in completely with no revisions,there is no revision or modification or response required. The modifications made per ASI D009 are no longer applicable. 25. 5101: Four entry way columns between K.2 & H.1: details 10 & 11/5002 referenced on plan are based on 12" foundation wall thickness, where walls in this area are 8"thick, account for 8"walls in the detailed dimensions. Verify foundation eccentricities have been accounted for due to eccentric column loading. Strip foundation width is not shown on plan. Verify exterior wall is designed lateral soil loading, as a reta.ining wall. IBC 1610. M&N Response: Details will be labeled as "Similar" on S 101. See attached calculations for footings. Footing width is 2'-0". See attached calculations for foundation wall design for lateral soil loading. 26. S 101: Footings under deck expansion area: Footings have not increased in size due to new loading at grade level. Calculations do not show combined roof plus main level loading. Verify foundation designs for roof plus first level loading. IBC 1805.4. M&N Response: See attached calculations for F3 and FS footings with loads from roof and main level. Footings were designed for the correct loads. No revision required. 27. S 102: It appears new windows have been punched in lateral stair/elevator core concrete wall on line 7.9. Provide detail of additional reinforcing around openings, and confirm remaining concrete piers are adequate for gravity plus lateral loading demand. ACI Ch. 10, 11. M&N Response: We have reviewed our original calculations and determined that core walls with the openings, are still adequate for resisting the gravity plus lateral loading. Refer to Note 7.F of the General Notes on 5001 for the required additional reinforcing. 28. S 102: Calculations for floor beams show 0.3 klf construction load on the first page, however Enercalc sheets show 0.1 klf. Verify unshored non-composite strength,typical all framing. Consider including construction live load with construction loading. IBC 1604.4. M&N Response: The typical construction loading is 20 psf. With beams spaced at approximately 5'-0" on center,the 0.10 klf construction loading is correct. The Enercalc calculations include a calculation checking unshored,non-composite strength. Calculations show all beams to be acceptable. The"construction loading"is considered to be the "construction Live Load". No revision required. 29. 5102, 5103: Verify re-insertion of elevator core per ASI D-010 will be completed on these plans. Please confirm that all structural details as approved for permit regarding floor and roof diaphragm collectors, reinforcing, foundations design,wall design, and overturning will also be re-inserted into the project designs as approved for permit. IBC 1604.4, 106.4. M&N Response: We have verified that Elevator Core#22 has been reinserted in its entirety plus all the original details, sections, and reinforcing as indicated in the original set. 30. 5103: Tower mid-level framing plan: Verify LVL are not exposed to weather,this is not typically permitted by manufacturer,NDS 8.1.4. Cantilevered framing shown at roof overhang is not shown in detail 11/5302. Details 11/S303 and 12/s302 are cut through the same location but show different conditions. Detail 10/S303 shows posts connecting to beams,with purlins framing overtop. Plans show LVL framing in the direction opposite joist framing. Verify lateral load path and steel column connections for combined lateral and gravity loading. There appear to be several inconsistencies and load path issues with the details as referenced at the revised tower plans. 1603.1, 1604.4. M&N Response: LVLs are not exposed to weather. See revised"Clock Tower Mid-Level Framing"on 5103 for 2x6 framing noted in Section 11/5302. The 8x14 cantilevered timbers are shown in Section 11/S302. Section 11/5303 is correct for the low roof. Section 12/5302 as shown should be labeled as"similar" and should also be cut at the opposite corner near Grid G.5-4.5. See revised section 10/5303 for the framing at the upper level as indicated on the overall Roof Plan/S 103. The load paths have been verified. The lateral loads are resisted by the plywood shear walls at(4) sides. Refer to the attached, revised S 103 for the correction of the inconsistencies. 31. 5103: Main plan at tower: detail 10/5302 is shown as a moment connection on plan, but detail does not show a moment connection,please review. IBC 1604.4. M&N Response: Section 10/S302 is cut through the 2x61ow roof joists. See the attached new Section 15/5303 for the TS8x4 outrigger connected to the TS corner column near Grid G.5-4.5 32. S 103: High roof framing plan: detail 14/5303: column sizes are not shown on plan as indicated. Verify column design for combined lateral plus snow loading has been checked, show welds required top and bottom for frame action. IBC 1604.4. M&N Response: See revised Roof Framing Plan/5103 near Grid P.7-5.5 for column size, TS3x3x1/4. Column has been verified for gravity and lateral loads. See revised Section 14/S303 for welds at top of column. 33. 17/S201: Show weld from bottom to knife plate to steel edge angle and beam for guardrail loading, IBC 1607.7.1. Provide moisture barrier between wood and concrete slab, IBC 2304.11.4.2. M&N Response: See attached revised Section 17/5201 with weld shown. Refer to added note on Section requiring painting with asphaltic mastic paint 34. 20/5201: Provide frost protection at exterior slab on grade relative to foundation walls, typical as occurs. IBC 1805.2.1. M&N Response: Frost protection not required for exterior slab on grade. Slab is attached to building wall to prevent movement. 35. 21 &23/5201: Angle support for stone masonry, grout& stud wall: it appears stiffener plates are required between vertical and horizontal legs,please verify. Identify corrosion protection for embedded steel. Provide spacing for anchor bolts, verify reductions for bolt spacing have been considered. IBC 2205.1, 2203.2. M&N Response: Steel plate stiffeners (1/2"thick) are required at 2'-0" on center. See revised, attached Section 21/S201 and 23/5201. The corrosion protection is per Note 16.E of the General Notes on 5001. The anchor bolts are spaced 10" apart vertically. A reduction for bolt spacing is not required to be used. 36. 22/5201: Detail does not seem to be called out on plan, please check. IBC 1603.1. M&N Response: The section is cut on sheet S 102, at the fireplace near Grid G.5-6.5. 37. 16/5202: Please indicate welds required for guardrail loading, IBC 1607.7.1. Please add note avoid damaging existing post tensioned slab: avoid drilling into slab or disturbing existing post tensioning tendons. IBC 3403.2. M&N Response: , See revised, attached Section 16/5202 with SI16 fillet weld at each side of knife plate and notes as requested. 38. 17/5202: Detail does not seem to be called out on plan,please check. IBC 1603.1. M&N Response: See the revised, attached Sheet S 102 for the section is cut at the exterior site near Grids G.5-7.9. 39. 12/5302: Show strap connection top and bottom to steel column below and wood column above. Bolts appear missing at top of steel coluxnn, and through knife plate above steel column through LVL beam. Plan notes "C3 UP"which is HSS 4x4, however detail shows wood column. IBC 1603.1 M&N Response: See revised, attached Section 12/5302. Simpson straps welded to HSS and nailed to timber column. Knife plate into column above is for near column at corner. Section as cut on plan/S 103 is "similar". Section should be cut near Grid G.5-4.5. See response to Item 30. End of Comment Responses. If you have any questions or comments,please call our office. Very truly yours, �N�ituuh MO��►��l��L ENGINEERS, INC. ?�Q��,Q�C,1STfqFO ��r�� *� 120�2 �*: - ;�,Al�°� �``�'o.� •�F Pet��ss, NAL��o� Z'�U '��fl/11�411��e,` Principa� Vail, Colorado Denver, Colorado Frisco, Colorado � Monroe 8� Newell Engineers, Inc. March 21, 2007 4240 Architecture 1621 Eighteenth Street, Suite 200 Denver, CO 80202 Attn: Randy Hart Re: Vail's Front Door(M&N #5500.02) Skier Services,Building D BUILDING PERMIT#B06-0021 Dear Mr. Hart: The following are our responses to the structural portions of The Town of Vail Building Department comments for the above building, dated 2/22/07. We have included the original comment with each response. Our responses are noted with"M&N Response". 26. Sheet S 102; please verify that current design will handle the increased loading of the safe. M&N Response: We have reviewed the loading information for the safes (4301bs each) and determined that the floor framing, as designed, will handle the slight increase of the loading from the safes. 27. Provide a structural plan for the new stair that has been added to One Vail Place. Be sure to include structural calculations M&N Response: See the attached S 101 and S 102 for the Stair Foundation Plan and Stair Framing Plan. See the attached calculations for the cast-in-place concrete stair. A 2007 Platinum Corporate Sponsor of � � � Colorada A Component ot The American Institute of Architects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 (303) 623-4927 • FAX (303) 623-6602 • email: denver�monroe-newell.com End of Comment Responses. If you have any questions or comments,please call our office. Very truly yours, �r�er�e��a,,r M0��4'➢'�,L ENGINEERS,INC. r��Q� 1STEqF� 90',. � F�. . : S : .. . � : • � ^ 4 I C �i Pe� �c' ��'�►i �F CU�-,,,••,. Princip��ia��•..••• Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell Engineers, Inc. STRUCTURAL ENGINEERING CALCULATIONS For: Vail's Front Door Building "D" Building Permit #B06-0021 Building Review Comments dated 1/17/07 Vail, Colorado M&N #5500.02 `,��a��uu,,�ya ��``` �`,,��'i ,t. � ��: : ; : * o" �'•�T��S,ONAt��"O�� '"•,�F CU�Q°�F These drawings and calculations are the properiy of Monroe&Newell Engineers,Inc. Any use or reproductions of these calculations without the expressed written permission of Monroe&Newell Engineers,Inc.is strictly prohibited. **P.E. stamp on sheet applies to the following calculation pages and indicates that have been reviewed. This includes all sheets attached to this cover. March 21, 2007 A 2007 Pla[inum Corporate Sponsorof � � � Colorado A Component M The Amenwn Institute of Fvchitects www.monroe-newell.com 1701 Wynkoop Street . Suite 200 • Denver, Colorado 80202 <303) 623-4927 • FAX (303) 623-6602 • email: denver�monroe-�ewell.com ) ^ l� , JOB " �✓ � n� ` S��C„- S,�'_"��5 Monroe & Newell oF �.��`�� Y�2., Engineers, Inc. sHE�r No. CALCULATEDBY DATE �� CHECKED BY DATE SCALE ! �/ G:./�/; �� I _._ r�l�� _ ---� ��.Uc,�N ��r � , � �=�— ��r'��J�� F�� _ _ _ _ ' �G�t�?L- /�. � = �' �d� � -t- -� �.� _ P� � = a slz CZ�f� -��) <<z��_/� ± �z�z (9,��) ��6 l _ �°� � 7 �L� �. �� ,_f k- _ �- � -t- � __ : � C�) _ _ � _ � _ _ 2� _ I,t� - 1� . s � _� /Z �: _ � �' : , e 1� - �2 � = 2 '' lg/z 3 _ yl y ' , ._._.. __ , ,... , , . . . ; : : ._ . ,.. �.. , ; ; ; �. ��, � :,� .: . ; , ! ', ; ! . : � � , ��. . �� : � � ��, : ._ ... � : _.. .._.. .:. ._.. �� .. � _ , � � _ ��'�'��, ��' ��- � � � (� �- � � ,� � �''�z,} � , - � ,7 �� L-�_ �' ;_��' � t �a, I 2 �a ��,�C6 �s�_. - , � _ g� � y'�b� �Y �. '......__ .. � ._.... .. : _.. 3 : _.. ... � ... � � . ._. ..... . : : � c. . �., `, ��_.. . � :.. .� � ; .. ' ,, ' ": : �... ' �:....e ,.,,..,__. - .- ._.. _e_ __ . ..._ _. _.... .,�. ._.:,- .�s.- ....... !... . ..;_.. , . .._... ,.. . ,......__ ;.__. . ...,.. _..__. ,_.._ _._..r�..__: : , ,.�.. � � - . ....._.... :...... � !.. ._.. ! ... _:.. .i. . ___ _._ � .__. _. � ._.. : . ; . ! ... �_. . : � . �. � _[. � ��" 3�� _ '_ ; ;_� _ ; ; ��.w_.u_,�..._�...__..�.� _� _ � Title : Job# Dsgnr: Date: 9:11AM, 16 MAR 07 Description : � Scope: :��r ZS� Rev: 580001 Page 1 User:KW-0606238,Ver 5.8.0,7•Dec-2003 General Footin Anal�/sis & Desi n (c)1983-2003 ENERCALC Engineering Software � 7 � vfd 2007.ecw:Calculations Description column at H.8 at outside of diagonal General Information Code Ref:ACI 318-02, 1ss�uBC,2oos iBC,2003 NFPA 5000 Allowable Soil Bearing 3,000.0 psf Dimensions... Short Term Increase 1.330 W idth along X-X Axis 6.500 ft Seismic Zone 0 Length along Y-Y Axis 2.000 ft Footing Thickness 12.00 in Live&Short Term Combined Col Dim.Along X-X Axis 12.00 in f'c 4,000.0 psi Col Dim.Along Y-Y Axis 12.00 in Fy 60,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pcf Min Steel°/a 0.0014 Overburden Weight 0.00 psf Rebar Center To Edge Distance 3.50 in Loads Applied Vertical Load... Dead Load 8.755 k ...ecc along X-X Axis 9.000 in Live Load 8.700 k ...ecc along Y-Y Axis 3.000 in Short Term Load k Creates Rotation ahout Y-Y Axis Creates Rotation about X-X Axis Applied Moments... (pressures Q left&right) (pressures @ top&bot) Dead Load k-ft k-ft Live Load k-ft k"� Short Term k-ft k-ft Creates Rotation a�out Y-Y Axis Creates Rotation about X-X Axis Applied Shears... (pressures @ left&right) (pressures @ top&bot) Dead Load k k Live Load k k Short Term k k Summary Footing Design OK 6.50ft x 2.00ft Footing, 12.Oin Thick, w/Column Support 12.00 x 12.00in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 2,494.7 2,494.7 psf Max Mu 7.003 k-ft per ft Allowable 3,000.0 3,990.0 psf Required Steel Area 0.259 in2 per ft "X'Ecc,of Resultant 8.123 in 8.123 in Shear Stresses.... Vu Vn`Phi "Y'Ecc,of Resultant 2.708 in 2.708 in 1_Way 39.510 107.517 psi X-X Min.Stability Ratio No Overturning 1.500:1 2-Way 29•617 215.035 psi Y-Y Min. Stability Ratio No Overturning Footing Design 5hear Forces ACI C-1 ACI G2 ACI C-3 Vn'Phi Two-Way Shear 29.62 psi 22.21 psi 8.59 psi 215.03 psi One-Way Shears... Vu � Left 39.51 psi 29.63 psi 11.92 psi 107.52 psi Vu �S Right 34.00 psi 25.50 psi 9.19 psi 107.52 psi Vu C�?Top 0.00 psi 0.00 psi 0.00 psi 107.52 psi Vu C�? Bottom 0.26 psi 0.20 psi 0.06 psi 107.52 psi Moments ACI C-1 ACI G2 ACI C-3 Ru/Phi As Reg'd Mu Q Left 7.00 k-ft 5.25 k-ft 1.86 k-ft 107.7 psi 0.26 in2 per ft Mu @ Right 6.48 k-ft 4.86 k-ft 1.96 k-ft 99.7 psi 0.26 in2 per ft Mu @ Top 0.11 k-ft 0.08 k-ft 0.03 k-ft 1.7 psi 0.26 in2 per ft Mu @ Bottom 0.25 k-ft 0.19 k-ft 0.06 k-ft 3.9 psi 0.26 in2 per ft Title: Job# Dsgnr: Date: 9:11AM, 16 MAR 07 Description : Scope: Rev: 500001 User:KW-0606238,Ver5.8.0,1-Dec-2003 General Footin Anal sis & Desi Il Page 2 (c)1983-2003 ENERCALC Engineering Software � � � vfd 2007.ecw:Calculalions Description column at H.8 at outside of diagonal Soii Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL+LL 558.14 2,417.25 2,494.71 480.67 psf DL+LL+ST 558.14 2,417.25 2,494.71 480.67 psf Factored Load Soil Pressures ACI Eq.C-1 856.71 3,710.36 3,829.27 737.81 psf ACI Eq.G2 642.53 2,782.77 2,871.95 553.36 psf ACI Eq.C-3 276:36 1,196.88 1,235.23 238.00 psf ACI F8Ct01'S (per ACI 318-02,applied internaily to entered loads) ' ACI C-1 &C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"I"1.4"Factor for Seismic 1.400 ACI C-1 &C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I"0.9"Factor for Seismic 0.90G ACI C-1 &C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ....seismic=ST" : 1.100 Used in ACI C-2&C-3 • . 1� it ti �os�/" Q ' .� � S k-J�✓Z S�V l GL�j Monroe & Newell ��oa.� Engineers, II1C. SHEET NO. OF CALCULATED BY � ,%rs/ OATE �/�� r CHECKED BY DATE SCALE _ ' : �r�� zr , . �f�?r� ? �-�� U�1�J��S ��- �►��;� �%��`._ `� �/ �, � ; � ;_ �J �� , _ ; 2 3I h � _ ; ; _ �^ ; �(��_t`' _ , ,�� f l_Y + J �L�: ._ \/�j��.._ � /� 1 ! ��,��'/_/� i 'd __ , , , � ' ; _ I; _ ';_ _ �_ , ; _ __ _ .... ._.._ .._. :..��f,�.. . ... . ...__. :_. _... � ._. . .. ,...... . .. . .. U� .._. .{ . , . . .... .. �G�� i . �`j I�. �I ! V I ; 2 -�` �,�-�'t�n d�G . . . � �" _ ��,� Y'��.�__ 4�`��~�t_ ._�fs�.�_ . /Io l� . . �j�ivM a�- ��f�f'�fr,� ;�'".� `� ,��l� T/a�. ; ' ��'�� Sr� S.Ca� �'`�►�� e'�"c��(_ � . ��:.� _ 1n�o U1a�. . ._ ��i5 i n : _ � �-� ; -�L� �n,�,�� f� s'�� l__ � ° _ � �_tL � � _ . � _ . _ � . � ��P_ ;_ . ; � _ � _— _ _ , � �,� _ _ _ � � � ��' _ � � _ � Titie : Job# Dsgnr: Date: 10:49AM, 16 MAR 07 Description : �� Z� Scope: Code Ref:ACI 318-02, 1997 UBC,2003 IBC,2003 NFPA 5000 Rev: 580014 User:KW-0606238,Ver5.8.0,1-Dec-2003 Restrained Retaining Wall Design Page , (c)1983•2003 ENERCALC Engineering Software vfd 2007.ecw:Ca�culations Description footing at diagonal at building D Criteria Soil Data Footing Strengths&Dimensions Retained Height = 5.50 ft Allow Soil Bearing = 3,000.0 psf f'c = 3,000 psi Fy = 60,000 psi Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Min.As% = 0.0014 Total WaII Height = 5.50ft Heel Active Pressure = 45.0 psf/ft Toe Width = 1.25 ft Toe Active Pressure = 0.0 psf/ft Fieel Width = 0.75 Top Support Height = 3.00 ft Passive Pressure = 250.0 psf/ft Total Footing Width = 2.00 Footing Thickness = 12.00 in Slope Behind Wall = 0.00: 1 Footing��Soil Friction = 0.300 Height of Soil over Toe = 36.00 in Key Width = 0.00 in Soil Densi = 110.00 cf Soil height to ignore _ Key Depth = 0.00 in h' P for passive pressure - 0.00 in _ Key Distance from Toe - 0.00 ft Wind on Stem = 0.0 psf Cover @ Top = 3.00 in Q Btm.= 3.00 in Surcharge Loads Uniform Lateral Load Applied to Stem Adjacent Footing Load Surcharge Over Heel - 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 Ibs »>NOT Used To Resist Sliding&Overturn .,,Height to Top = 0.00 ft Footing Width = 0.00 ft Surcharge Over Toe = 0.0 psf .,.Height to Bottom = 0.00 ft Eccentricity = O.GO in NOT Used for Sliding&Overturning Wall to Ftg CL Dist = 0.00 ft Axial Load Applied to Stem Footing Type Line Base Above/Below Soil _ 0.0 ft Axial Dead Load = 120.0 Ibs at Back of Wall - Axial Live�oad = 0.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary Concrete Stem Construction Total Bearing Load = 1,405 Ibs Thickness = 8.00 in Fy = 60,OOOpsi ...resultant ecc. = 1.07 in �n/all Weight = 96.7 pcf f'c - 4,OOOpsi Soil Pressure Q Toe = 515 psf OK Stem is FIXED to top of footing Soil Pressure Q Heel = 889 psf OK Allowable - 3,000 psf Mmax Between Soil Pressure Less Than Allowable @ Top Support Top&Base @ Base of Wall ACI Factored �Toe = 721 psf Stem OK Stem OK Stem OK ACI Factored @ Heel = 1,245 psf Design height = 3.00 ft 1.47 ft 0.00 ft Footing Shear C� Toe = 0.6 psi OK Rebar Size = # 5 # 5 # 5 Footing Shear Q Heel - 0.9 psi OK Rebar Spacing = 16.00 in 16.00 in 16.00 in Allowable = 93.1 psi Rebar Placed at = Center Center Center Reaction at Top = 366.3 Ibs Rebar Depth 'd' = 4.00 in 4.00 in 4.00 in Reaction at Bottom = 584.3 Ibs Design Data Sliding Stability Ratio = 4.14 OK fb/FB+fa/Fa = 0.050 0.030 0.063 Sliding Calcs Mu....Actual = 199.2 ft-# 116.2 ft-# 253.3 ft-# Lateral Sliding Force = 584.3 Ibs _ less 100%Passive Forc� - 2,000.0 Ibs Mn"Phi.....Allowable - 4,005.6 ft-# 4,005.6 ft-# 4,005.6ft-# less 100%Friction Force= - 421.4 Ibs Shear Force @ this height = 383.6 Ibs 534.41bs Added Force Req'd = 0.0 Ibs OK Shear.....Actual = 7.99 psi 11.13 psi ....for 1.5: 1 Stability = 0.0 Ibs OK Shear.....Allowable = 107.52 psi 107.52 psi Footin Desi 11 R@SUItS Rebar Lap Required = 18.50 in 18.50 in oe eel Rebar embedment into footing = 6.00 in Factored Pressure = 721 1,245 psf Other Acceptable Sizes&Spacings: Mu':Upward = 649 0 ft-# Toe: None Spec'd -or- Not req'd,Mu<S'Fr Mu':Downward = 525 4 ft-# Heel:None Spec'd -or- Not req'd,Mu<S`Fr Mu: Design = 124 4 ft-# Key: No key defined -or- No key defined Actual 1-Way Shear = 0.64 0.86 psi Allow 1-Way Shear = 93.11 93.11 psi � Title: Job# Dsgnr: Date: 10:49AM, 16 MAR 07 Description : Scope : Code Ref:ACI 318-02, 1997 UBC,2003 IBC,2003 NFPA 5000 Rev: 580014 � User:KW-0606238,�e�5.8.0,1-Dec•2003 Restrained Retainin Wall Desi Cl Page 2 (c)1983-2003 ENERCALC Engineering Soflware J J vfd 2007.ecw:Calculations Description footing at diagonal at building D Summary of Forces on Footin : Slab is NOT providing slidin ,stem is FIXED at footing Forces acting on footing for sliding&soil pressure.... Sliding Forces Load&Moment Summary For Footing: For Soil Pressure Calcs Stem Shear� Top of Footing= -314.3 Ibs Moment @ Top of Footing Applied from Stem = -149.0 ft-# Heel Active Pressure = -270A Sliding Force = 584.3 Ibs Surcharge Over Heel = Ibs ft ft-# Axial Dead Load on Stem = 120.0 Ibs 1.58 ft 190.Oft-# Net Moment Used For Soil Pressure Calculations Soil Over Toe = 412.5 Ibs 0.63ft 257.8ft-# -124.8 ft-# Surcharge Over Toe = Ibs ft ft-# Stem Weight = 531.71bs 1.58ft 841.Sft-# Soil Over Heef = 50.4 Ibs 1.96ft 98.7ft-# Footing Weight = 290.0 Ibs 1.00ft 290.Oft-# Total Vertical Force = 1,404.61bs Base Moment = 1,529.4ft-# � Title: Job# Dsgnr: Date: 10:49AM, 16 MAR 07 Description : scope: ��'�`' 2� Code Ref:ACI 318-02, 1997 UBC,2003 IBC,2003 NFPA 5000 Rev: 580014 user:Kw-ososz3e,Ver5.8.0,1-Dec-2003 Cantilevered Retainin Wali Desi tl Page 1 (c)1983-2003 ENERCALC Engineering Software 9 J vfd 2007.ecw:Calculations Description footing at diagonal on building D Criteria �Soil Data � Footing Strengths &Dimensions Retained Height = 5.50 ft Allow Soil Bearing = 5,000.0 psf f'c = 4,000 psi Fy = 60,000 psi Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Min.As% = 0.0014 Heel Active Pressure - 45.0 psf/ft Toe Width = 1.25ft Slope Behind Wall = 0.00: 1 Toe Active Pressure = 0.0 psf/ft Heel Width = 0.75 Height of Soil over Toe = 36.00 in Passive Pressure = 250.0 psf/ft Total Footing Width = �L.6� Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 12.00 in Footing��Soil Friction = 0.300 Wind on 5tem = 0.0 psf Soil height to ignore Key Width = 0.00 in for passive pressure = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover Q Top = 3.00 in Q Btm.= 3.00 in Auial Load Applied to Stem Axial Dead Load = 120.0 tbs Axial Load Eccentricity = 0.0 in Axial Live Load = 0.0 Ibs Desi n Summary Stem Construction Top Stem Stem OK Total Bearing Load = 1,854 Ibs Design height ft= 0.00 ...resultant ecc. = 8.72 in Wall Material Above"HY' = Concrete Soil Pressure @ Toe = 4,519 psf OK Thickness = 8.00 Soil Pressure @ Heel = 0 psf OK Rebar Size = # 5 5,000 p Rebar Spacing - 16.00 Allowable = sf Rebar Placed at = Edge Soil Pressure Less Than Allowable Design Data ACI Factored @ Toe = 4,828 psf fb/FB+fa/Fa - 0.33� ACI Factored @ Heel = 0 psf Total Force @ Section Ibs= 1,157.1 Footing Shear @ Toe = 13.6 psi OK Moment....Actual ft-#= 2,121.3 Footing Shear Q Heel - 82 psi OK Moment.....Allowable = 6,294.3 Allowable = 107.5 psi Shear.....Actual psi= 15.6 Wall Stability Ratios Shear.....Allowable psi= 107.5 Overturning = 1.25 Ratio< 1.5! Sliding - 2,gg (Vertical Co Bar Develop ABOVE Ht. in= 18.50 Sliding Calcs (Vertical Component Used) Bar Lap/Hook BELOW Ht. in= 6.00 Lateral Sliding Force = 950.6 Ibs Wall Weight = 96.7 less 100%Passive Forc� - 2,000.0 Ibs Rebar Depth 'd' in= 6.19 less 100%Friction Force= - 556.1 Ibs Mf�nry Data S'_ Added Force Req'd = 0.0 Ibs OK p ....for 1.5: 1 Stability = 0.0 Ibs OK Fs psi= Solid Grouting - �Footing Design Results Special Inspection = Modular Ratio'n' _ Toe Heel Short Term Factor = Factored Pressure = 4,828 0 psf Equiv.Solid Thick. _ Mu': Upward = 2,514 0 ft-# Masonry Block Type= Normal Weight Mu' : Downward = 525 66 ft-# Concrete Daia Mu: Design = i,989 66 ft-# f'c psi= 4,000.0 Actual 1-Way Shear = 13.61 8.18 psi Fy psi= 60,000.0 Allow 1-Way 5hear = 107.52 107.52 psi pther Acceptable 5izes&Spacings Toe Reinforcing = None Spec'd Toe: Not req'd, Mu<S'Fr Heel Reinforcing = None Spec'd Heel: Not req'd,Mu<S'Fr Key Reinforcing = None Spec'd Key: No key defined ` ' Titis: Job# Dsgnr: Date: 10:49AM, 16 MAR 07 Description : Scope: Code Fief:ACI 318-02, 1997 UBC,2003 IBC,2003 NFPA 5000 Rev: 580014 Pa e 2 User:KW-0606238,Ver5.8.0,t-Dec-2003 Cantilevered Retaining Wall Design g (c)1983•2003 ENERCALC Engineering Software vfd 2007.ecw:Calculations Description footing at diagonal on building D Summar of Overturnin & Resistin Forces& Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item Ibs ft ft-# Ibs ft ft-# Heel Active Pressure = 950.6 2.17 2,059.7 Soil Over Heel = 50.4 1.96 98.7 Toe Active Pressure = 1.33 Sioped Soii Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Laterai Load = Axial Dead Load on Stem- 120.0 1.58 190.0 Load @ Stem Above Soil= Soil Over Toe = 412.5 0.63 257.8 SeismicLoad = Surcharge Over Toe = Stem Weight(s) = 531.7 1.58 841.8 Total = 950.6 O.T:M. = 2,059.7 Earth @ Stem Transitions= Resisting/Overturning Ratio = 125 Footing Weight = 300.0 1.00 300.0 Vertical Loads used for Soil Pressure= 1,853.7 ibs Key Weight = Vert.Component = 439.1 2.00 878.3 Vertical component of active pressure used for soil pressure Total= 1,853.7 Ibs R.M.= 2,566.6 . • �oB V � � ' c V` S�!E-✓z- S�2,�l2 C�J Monroe & Newell �-� ,� Engineers, IriC. SHEET NO. OF � �l�b �°7 CALCULATED BY DATE CHECKED BY DATE SCALE �c�4 7�!!JG$ C� LOC�G E72- �1/1 , ' �'�j'y/ � _ , , ; ; / �/�7 � � � � �` - f � � � � � ;, . . _ �oT,,�c� �3 ;��TfNr � S: ' �� : _ � . , _ �� C43/��CZ?�L� � C� �� __ � � _ - � � k ` 3� 1� _ _. D _ ; � . , ._ ' � _ � _ lI- � f z� � : I Z- f � � ; , 4U.� , ; � ; �� S k � ?s��3�z� �Z7�z� '; . �7�f 12��.��`3/��?�. �� __ _ _ -� S� � ; . �a �� _ _ _ . _ � _ � � Z,�. � -� �,(�_� �j� � ;��, � �.f.. �7, 5 L , ;; „ �' ! _ . t _ _ ;_ . _ ! ___.':_._�_—_.__---�- € ,. ��,_.__ _ �._____,�. ��__.._...,..._. , , , - - ' ' i ; :. ;. _.. , f7 l. � ; A _ p �� .� f_ ��;�� _ _ ��"� � t .� 1� � , , ; _ � __ � � � �� _ � � � ; _ ; , _ € _ , : � . . : : , { - � _ . _ . , _ , i__ ': ! i 1 ' ! ' ; ' ' � ' __ ; ' ; _ . i '_ _ ._ ! , , , � __ _ ! , _ ;__ ' __ l ;__ ' ; _ � _ _ ' i � Title: Job# Dsgnr: Date: 10:05AM, 16 MAR 07 Description : Scope: ,,�/v"' Z� Rev: se000i Page 1 User:KW-0606238,Ver5.8.0,t•Dec-2003 General Footin Qna� SIS 8c �@SI 11 (c)1983-2003 ENERCALC Engineering Software � � � vfd 2007.ecw:Calculations Description F3 at M.9-3.4 building D General Information Code Ref:ACI 318-02, 1ss�usc,2003 iBC,2003 NFPA 5000 Allowable Soil Bearing 3,000.0 psf Dimensions... Short Term�ncrease 1.330 Width along X-X Axis 7.000 ft Seismic Zone 0 Length along Y-Y Axis 7.000 ft Footing Thickness 18.00 in Live&Shcrt Term Combined Col Dim.Along X-X Axis 11.00 in f'c 4,000.0 psi Coi Dim.Along Y-Y Axis 11.00 in Fy 60,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pcf Min Steel% 0.0014 Overburden Weight 0.00 psf Rebar Center To Edge Distance 3.50 in Loads j Applied Vertical Load... Dead Load 33.400 k ...ecc along X-X Axis 0.000 in Live Load 59.600 k ...ecc along Y-Y Axis 0.000 in Short Term Load k Creates Rotation about Y-Y P.xis Creates Rotation about X-X Axis Applied Moments... (pressures @ left&right) (pressures G«' top&bot) Dead Load k-ft k-ft Live Load k-ft k-ft Short Term k-ft k-ft Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Shears... (pressures @ left&right) (pressures @ top&bot) Dead Load k k Live Load k k Short Term k k Summaty Footing Design,OK 7.00ft x 7.00ft Footing, 18.Oin Thick, w/Column Support 11.00 x 11.00in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 2,115.5 2,115.5 psf Max Mu 13.977 k-ft per ft Allowable 3,000.0 3,990.0 psf Required Steel Area 0.389 in2 per ft "X'Ecc,of Resultant 0.000 in 0.000 in "Y'Ecc,of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn'Phi 1-WaY 31.841 107.517 psi X-X Min.Stability Ratio No Overturning 1.500:1 2�Way 91.267 215.035 psi Y-Y Min.Stability Ratio No Overturning Footing Design Shear Forces ACI C-1 ACI G2 ACI C-3 Vn' Phi Two-Way Shear 91.27 psi 68.45 psi 18.53 psi 215.03 psi One-Way Shears... Vu (�s Left 31.84 psi 23.88 psi 6.46 psi 107.52 psi Vu � Right 31.84 psi 23.88 psi 6.46 psi 107.52 psi Vu @ Top 31.84 psi 23.88 psi 6.46 psi 107.52 psi Vu Q Bottom 31.84 psi 23.88 psi 6.46 psi 107.52 psi Moments ACI C-1 ACI C-2 ACI C-3 Ru/Phi As Req'd Mu @ Left 13.98 k-ft 10.48 k-ft 2.84 k-ft 73.9 psi 0.39 in2 per ft Mu @ Right 13.98 k-ft 10.48 k-ft 2.84 k-ft 73.9 psi 0.39 in2 per ft Mu @ Top 13.98 k-ft 10.48 k-ft 2.84 k-ft 73.9 psi 0.39 in2 per ft Mu @ Bottom 13.98 k-ft 10.48 k-ft 2.84 k-ft 73.9 psi 0.39 in2 per ft Titie: Job# Dsgnr: Date: 10:05AM, 16 MAR 07 Description : Scope: Rev: 580001 � User:KW-0606238,Ver5.8.0,1-Dec-2003 General Footin Anal�/sis & Desi Il Page 2 (c)1983-2003 ENERCALC Engineering Software � 7 � vfd 2007.ecw:Calculations Description F3 at M.9-3.4 building D Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL+LL 2,115.46 2,115.46 2,115.46 2,115.46 psf DL+LL+ST 2,115.46 2,115.46 2,115.46 2,115.46 psf Factored Load Soil Pressures ACI Eq.C-1 3,326.54 3,326.54 3,326.54 3,326.54 psf ACI Eq.C-2 2,494.91 2,494.91 2,494.91 2,494.91 psf ACI Eq.C-3 809.22 809.22 80922 809.22 psf ACI Factors {per ACI 318-02,applied internally to entered loads) ACI C-1 &C-2 D� 1.400 ACI G2 Group Factor 0750 Add"I "1.4"Factor for Seismic 1.400 ACI C-1 &C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9"Factor for Seismic 0.900 ACI C-1 &G2 ST 1.700 ACI C-3 Short Term Factor i.300 ....seismic=ST`: 1.100 Used in ACI G2&C-3 � Title: Job# Dsgnr: Date: 10:07AM, 16 MAR 07 Description : Scope : ��y" ' - ' v'�' Rev: 580001 User:KW-0606238,Ver5.8.0,1-Dec-2003 General Footin Anal�/sis & Desi tl Page 1 (c)1983-2003 ENERCALC Engineering Software � J � vfd 2007.ecw:Calculations Description F5 at M.9-2.9 building D General Information code Rer:aci s1s-o2, 1997 UBC,2oos iBC,2003 NFPA 5000 Allowable Soil Bearinq 3,000.0 psf Dimensions... Short Term Increase 1.330 Width along X-X Axis 5.000 ft Seismic Zone 0 Length along Y-Y Axis 9.000 ft Footing Thickness 24.00 in Live&Short Term Combined Col Dim.Along X-X Axis 11.00 in f'c 4,000.0 psi Col Dim.Along Y-Y Axis 11.00 in Fy 60,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pcf 0.0014 Min Steel°io Overburden Weight 0.00 psf Rebar Center To Edge Distance 3.50 in Loads Applied Vertical Load... Dead Load 34.500 k ...ecc afong X-X Axis 0.000 in Live Load 61.500 k ...ecc along Y-Y Axis 0.000 in Short Term Load k Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Moments... (pressures @ left&right) {pressures @ top&b�t) Dead Load k-ft k-ft Live Load k-ft k-ft Short Term k-ft k-ft Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis Applied Shears... (pressures Q left&right) (pressures @ top&bot) Dead Load k k Live Load k k ShortTerm k k Summary Footing Design OK 5.00ft x 9.00ft Footing, 24.Oin Thick, w/Column Support 11.00 x 11.00in x O.Oin high DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 2,423.3 2,423.3 pst Max Mu 27.741 k-ft per ft Allowable 3,OOO.d 3,990.0 psf Required Steel Area 0.518 in2 per ft "X'Ecc,of Resultant 0.000 in 0.000 in "Y'Ecc,of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn`Phi 1-Way 32.586 107.517 psi . X-X Min. Stability Ratio No Overturning 1.500:1 2-Way 49.581 215.035 psi Y-Y Min.Stability Ratio No Overturning Footing Design Shear Forces ACI C-1 ACI G2 ACI C-3 Vn' Phi Two-Way Shear 49.58 psi 37.19 psi 10.07 psi 215.03 psi One-Way Shears... Vu @ Left 4.97 psi 3.73 psi 1.03 psi 107.52 psi Vu � Right 4.97 psi 3.73 psi 1.03 psi 107.52 psi Vu @ Top 32.59 psi 24.44 psi 6.64 psi 107.52 psi Vu O« Bottom 32.59 psi 24.44 psi 6.64 psi 107.52 psi Moments ACI C-1 ACI G2 ACI G3 Ru/Phi As Req'd Mu @ Left 7.08 k-ft 5.31 k-ft 1.44 k-ft 18.7 psi 0.52 in2 per ft Mu @ Right 7.08 k-ft 5.31 k-ft 1.44 k-ft 18.7 psi 0.52 in2 per ft Mu @ Top 27.74 k-ft 20.81 k-ft 5.64 k-ft 73.3 psi 0.52 in2 per ft Mu @ Bottom 27.74 k-ft 20.81 k-ft 5.64 k-ft 73.3 psi 0.52 in2 per ft Title: Job# Dsgnr: Date: 10:07AM, 16 MAR 07 Description : Scope: Rev: 580001 User:KW-0606238,Ver5.8.0,1-Dec-2003 General Footin�J Anal�/sis & Desi�j tl Page 2 (c)1983-2003 ENERCALC Engineering Sottware �+ + �+ vfd 2007.ecw:Calculations Description F5 at M.9-2.9 building D Soil Pressure Summary Service Load Soil Pressures Left Right Top Bottom DL+LL 2,423.33 2,423.33 2,423.33 2,423.33 psf DL+LL+ST 2,423.33 2,423.33 2,423.33 2,423.33 psf Factored Load Soil Pressures ACI Eq.C-1 3,802.67 3,802.67 3,802.67 3,802.67 psf ACI Eq.C-2 2,852.00 2,852.00 2,852.00 2,852.00 psf ACI Eq.C-3 951.00 951.00 951.00 951.00 psf ACI Factors (per ACI 318-02;applied intemally to entered loads) ; ACt C-1 &C-2 DL 1.400 ACI C-2 Group Factor 0.750 Add"1"1.4" Factor for Seismic 1.400 ACI C-1 &C-2 LL 7.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI C-1 &C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 ..seismic=ST' : 1.100 Used in ACI C-2&C-3 Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell Engineers, Inc. STRUCTURAL ENGINEERING CALCULATIONS For: Vail's Front Door Building "D" Building Permit #B06-0021 Building Review Comments dated 2/22/07 Vail, Colorado M&N #5500.02 `��`,�'�'.�I�f/,'y��I .`��.��C'�'� ti E�FO"��''+ � Q �Z : � � ' . � t . .� lO ' ;''�.�'��OF COL��P```. �!1/een-•��1 These drawings and calculations are the property of Monroe&Newell Engineers,Ina Any use or reproductions of these calculations without the expressed written permission of Monroe&Newell Engineers,Inc.is strictly prohibited. **P.E.stamp on sheet applies to the following calculation pages and indicates that have been reviewed. This includes all sheets attached to this cover. March 21, 2007 A 2W 7 Pla[inum Caporate Sponsor of � � � Colorada A Compone�t of The American Institute of Architects www.monroe-newel l.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 (303) 623-4927 • FAX <303) 623-6602 . email: denver�monroe-newell.com ' ' � !a 6� �oB �D f� � � S f�!C`-�- .S L�2.V I C�� Monroe & Newell ,�v.o Z Engineers, IY1C. SHEET NO. OF CALCULATED BY � DATE 3 /( a � CHECKED BY DATE SCALE ' ' ', .�� 2 7 _ ��-C� �,G�� _ ��.t.. ;_�c,�� z/°7 _ _ _ �� ►+� _ 1 of o _ _ _ � ��7 _ _ __ . ; G�,.: , __ . _ __ , , I O , ' ' _ ; _ ;. , __ ; !__ � ; _ _. _ i LT_ �� ' _ __ -��6 �� ;� ��-�� _ v�P�� . �� a"��,� _ � _ _ : � _ , �� -�°� _ ; r_ . � ..-� _ - � � � - - _ �. 5 d � : L - 0 _ __. �..._ _ f �� 1.(2.�?.�� _ �,�� .� ,� �z_ _ :_c�� .�� r� � __ ; l �u � � �L _ _ _ � � �� i �-� �� : ��1 � _ �: ! �' ,� / �--� �,.�L!— . _ �' � �I � __ 1 t� _ : .. ___ _ _ . ,� ;/ �-��',__2 �_�- � � /'�� : 47 _ _ . .. __ 1 _ _. _ . �r�"n/� _ _ . = � °� � _ I��I. _ � � _ _ ` �w:_ _�:..,�.._. ' _ ; _ _ _' _ :_ _ � ' ^_ ��► 4; ; .__ ;. . I�`��'' ��__= � � , � �fi�- � , ,. Monroe & Newell Engineer:LLG Engineers,Inc. 3/20/2007 lower stair Project Name: VFD:D Project No.: 5500.02 Concrete Beam Steel Reinforcement Design Member Section Material Properties Factored Forces h= 7 in fc= 4 ksi M„= 51.7 ft-k d= 4 in fy= 60 ksi V„@�= 12.2 k w= 52 in M„@v„= 0.00 ft-k Bending Resistance: d Equations C=0.85*b*a*fc=As*fy=T AS=�M��)��fy*�d-a/2)) � a=As*fy/(0.85*b*fc) use: 8.00 # 7 diam= 0.875 in Iterate to find compresion AS= 4.80 in.2 block and steel required: a= 1.6 in a A6 p= 0.0231 12 338 �M�_.9*AS*fy*(d-a/2)= 68.8 ft.-k 1.15 3.35 1.14 335 Stressed: 0.75 Check fit of steel: 34 in. ok 1.14 3.35 Check pm;,,=200/fy: 0.0033 ok Check pm�(0.75pb): 0.0252 ok Shear Resistance: Equations V�=2*sQRT(fc)*b*d= 26.3 k V�_(1.9*sQ[tT(fc)+ 2500*p*Vu*d/Mu)b*d= OA k V�m�=3.5*SQRT(f�)*b*d= 46.0 k Use V�= 26.3 k Vsreqd=V�/�-V�_ -12.0 k For no A,,:V„/�<V�/2 �Vc/2= 11.2 k no Av reqd Section Propeties: Io= 1486.33333 in^4 0 Monroe & Newell Engineer:LLG Engineers,Inc. 3/20/2007 upper stair Project Name: VFD:D Project No.: SSOOA2 Concrete Beam Steel Reinforcement Design Member Section Material Properties Factored Forces h= 6 in fc= 3 ksi M„= 25.1 ft-k d= 3 in fy= 60 ksi V„@d�= 8.4 k w= 52 in M��v„= 0.00 ft-k Bending Resistance: d Equations C=0.85*b*a*fc=As*fy=T E15=(M��)��fy*(d-a/2)) W a=As*fy/(0.85*b*fc) I�� I use: 6.00 # 6 diam= 0.75 in Iterate to find compresion AS= 2.64 in.2 block and steel required: a= 1.2 in a AS p= 0.0169 0.53 2.04 �M„_.9*AS*fy*(d-a/2)= 28.5 ft.-k 0.92 2.20 0.99 2.23 Stressed: 0.88 Check fit of steel: 38.5 in. ok 1.01 2.23 Check pa,;,,=200/fy: 0.0033 ok Check pm�(0.75pb): 0.0191 ok Shear Resistance: Equations V�=2*sQxT(fc)*b*d= 17.1 k V�_(1.9*sQxT(fc)+ 2500*p*Vu*d/Mu)b*d= 0.0 k V��,�;=3.5*sQRT(fc)*b*d= 29.9 k Use V�= 17.1 k VS«yd=V„/$-V�_ -72 k For no A,,:V„/�<V�/2 � �Vc/2= 7.3 k no Av reqd Section Propeties: Io= - 936 in^4 0 y a � �� \ ♦ �J ` � \ � �� \ � ✓� \ ��`+`/ \ � � \ u � � v \ t��0.pH �• \ �_` � ` � � � � � � u � �`� ��\\\\\\ -- 1 ��/" \ _ � / � � � - � � � / 'A � .``' / � � � _ / �� - ! / / - � . — �=� � 1 \� � � — e — .. � � � � � � �- �u ; -! � -�'��` � �;. �� --�. .� \\ �� _�,.\ _ �� ,., xJ � 1 =-� ` � � � � o. _- `� �rC �,, � � ,,\ ` I `\� / � �%� . 1� � � � � � . • ( ,_� 5 .�� 3 � �,a ,, M N o • ' � �- � �. �-- � � � �-�� _ -� �� , � `�°�o � �' � � �E � _ o �, �� ` ;_� , � � �- � - � \�� ,� \\ � ,i �1 � � C�i � �� I _ � , . . ' ' .;� �� f � If' 'e 1 �``F` �� :' •4 � ' .:'� � / +� / .:.� �,�`. _ - ..-/ �.�■"��`�'. O ' � 1,> ./i ' F_"�- �� Q , -I 1 I �, / � � � / _ r - -f _ 1 � ' 1`1 // � 1 11 1' �J � ,. ' •' ,. �i' � %' � � �i � � � � �� , , z� � � �,, ..,, , -, 5�° � :� �- x � � Q � ; �� ; �; �, ��/ i:.' '. 1 ; / � �� ; � ` `� ��sf �� ;: �� -- ' ' s/� `�� , � ��,f � t.� � �� ! �°� �� . � � �� i\`� �� 1f '�, / �� , .� i S�J � ' �T�2 � ' � �?��, � T� � .'' �� , , ; �. i ��` ' T�.,, r� � � ,\ � �1 � � � � � �'��`t %� �� \i / � � ` // �� `/� � � � ' %' �I ;/ --� � ��,�r� ;' i� �' � ;� `� � � � , �� v�� %' � � ��; ;� r � � �F .� ' � �� i `� _ � Z- � . � �� (' ',� (� ��i,��,-- � � �_ � �-�� t�6 t C % /% ; - I, �d �y� �� W' ��'�� '� i; ; - � � L � ,� � �� ;� i ' l � / % � b - � �`� .(,,� % 2�' �' % � " � � �� - �R�� % % � , , , � , , , � � � . � i��■�i�i�■■i��n�. �� '�.r.� �n��'��"S .��'�' '" ��i� AGEN ��' �� '" 4 .�,�. ,� CY '�^� f .s�� ^r ��''_' .�' ;�`� � �� u�� ,,;� ��_. :� COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS Comments from ASI-009 and ASI-011 have been combined onto this document. Comments that are closed have been removed from the list. 2"d round comments are shown below the original comment in Bold/ta/ics. TO: Contractor Architect Enqineer Hyder Construction 4220 Monroe & Newell Eng Doug Thompson Randy Hart EMAIL: dthompson(a�hvderinc.com rhartCc�4240arch.com nkhera(c�4240arch.com FAX#: REVISION NUMBER: 3 NUMBER OF PAGES: 3 FROM: Matthew Royer DATE: 04/23/2007 BUILDING PERMIT#: B06-0021 OWNERS NAME: Vail Resorts Co. SITE ADDRESS: Building D SUBDIVISION: Mill Creek OCCUPANCY GROUP: S-2, B, M TYPE OF CONSTRUCTION: I-A, V-A NUMBER OF STORIES: 2 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing; . Please submit (5) complete sets of revised construction documents containinq the repuested information or plan revisions with all revisions clouded or otherwise identified . Please resqond in writinq to each comment bv markinq the attached list or creatina a response letter. Indicate which plan sheet detail specification or calculation shows the repuested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. Page 1 of 3 . Please be sure to include on the resubmittal the engineer's or architecYs "weY' stamq, siqnature, reqistration number and date on the cover paqe of anv structural calculations, all structural details and structural sheets of the plans. For commercial or multi-familv proiects all sheets of the plans must be stamped. BUILDING DEPARTMENT COMMENTS: Architectural Comments: 3. Sheet A102; provide door cut sheets to clearly show doors D051 a-e are 20 minute rated. P/ease amend Fire Alarm plans to show the coordination, detection and closing upon power failure. -Per sheet FA�o2 issued in February, the necessary fire alarm devices for door operation have been provided. Please note that the fire doors will not close on loss of power since they are controlled through the fire alarm system which is on emergency power or batteries. We will be able to maintain control of the doors during a loss in normal building power. 4. Sheet A102; new partitions within bathrooms D042 and D043 require one accessible stall. (ANSI 608) P/ease show grab bar and locations for ambulatory compartment and show compliance with one accessib/e urinal. (IBC 1109.2.2 and ICC/ANSI A117.1- 604.8.2 and 605) -Room Do43 is not applicable since it is an Office. Room Do42 has less than 6 water closets and thus does not require ambulatory stalls per IBC iio9.2.2. Referto Aioi, Aio2&8/A3oo for room Do36. 6. Sheet A103; room D 109 is labeled as a kitchen. Provide details of cabinetry, sinks and any appliances that may be added to space. Space must comply with ANSI 117.1 1998. This space as described in your response must still comply with ANSI. Amend plans to show the approach c/earances, accessib/e fixtures and appliances. -The countertop height is at 34" AFF. A 60" diameter turn-around is indicated along with a 3o"x48" forward approach clear floor space in front of the sink. A 30"�8" parallel approach to the refrigerator has also been indicated. A knee&toe clearance is provided at the sink. Refer to ID2o2. 20. Sheet A101; building D code analysis represents a non-separated use building. Storage D002 is over 100 square feet and is considered an incidental use by IBC Table 302.1.1. The incidental use is not required to be separated from the rest of the building as long as it is equipped with an automatic fire- extinguishing system. Please show compliance with IBC section 302.1.1.1 for construction that will resist the passage of smoke. P/ease show compliance with 302.1.1.1 for the ventilation system(s) that pass through the incidental use area walls. See sheet M101. -Smoke damper has been added to transfer opening in wall. Re: revised drawing Mioi. Plumbinq Comments: 23. Sheet P001; amend all sheets that are impacted to show the location, installation and termination of flues for the new gas water heater. No response was provided. -Vent and combustion air are shown on Mechanical sheet Moio. Re: Enlarged Boiler Room Mechanical Plan, Keynote #3� 22� 23� &24• Structural Comments: 26. Sheet S102; please verify that current design will handle the increased loading of the safe. Page 2 of 3 The information on the safe submitted wifh the documents indicates fhe safe is 615 pounds, heavier than 430 pounds evaluated in the comment. Designs shall account for weight of safe contents as well. IBC 1604.2 -Refer to Monroe& Newell's response letter and updated drawings. 27. Provide a structural plan for the new stair that has been added to One Vail Place. Be sure to include structural calculations. New concrete stair calculations show(8) #7 longitudinal and#6 @ 1'-6"transverse stair reinforcing. New detail 18/S202 shows #5 @ 12"o.c. reinforcing each way. Coordinafe drawings with calculations. Verify long ferm deflection has been considered, slab thickness does not meet requirements of ACI Table 9.5(a) for minimum thickness. ACI 318, Ch. 10, 9.5 -Refer to Monroe& Newell's response letter and updated drawings.� Comments remainin_q from ASI-009-dated 01/17/2007 30. S103: Tower mid-level framing plan: Verify LVL are not exposed to weather, this is not typically permitted by manufacturer, NDS 8.1.4. Cantilevered framing shown at roof overhang is not shown in detail 11/S302. Details 11/S303 and 12/s302 are cut through the same location but show different conditions. Detail 10/S303 shows posts connecting to beams, with purlins framing overtop. Plans show LVL framing in the direction opposite joist framing. Verify lateral load path and steel column connections for combined lateral and gravity loading. There appear to be several inconsistencies and load path issues with the details as referenced at the revised tower plans. 1603.1, 1604.4. 1/17/07 comment: Some of the drawing inconsistencies have not been modified as noted, please review. IBC 1603.1 -Refer to Monroe& Newell's response letter and updated drawings. 32. S103: High roof framing plan: detail 14/S303: column sizes are not shown on plan as indicated. Verify column design for combined lateral plus snow loading has been checked, show welds required top and bottom for frame action. IBC 1604.4. 1/17/07 comment: Column size is still not shown on plan. IBC 1603.1 -Refer to Monroe& Newell's response letter and updated drawings. Please refer to the cover sheet for information and instructions for resubmitting plans. In order to avoid delays please check all requested information is included with the resubmitted plans. Contact Person: Matthew Royer Building Official Colorado Inspection Agency 970-328-1790 matt.rover(a)co i ns pect.com Page 3 of 3 Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell Engineers,Inc. May 7, 2007 4240 Architecture 1621 Eighteenth Street, Suite 200 Denver, CO 80202 Attn: Randy Hart Re: Vail's Front Door(M&N#5500.02) Skier Services,Building D BUILDING PERMIT#B06-0021 Dear Mr. Hart: The following are our responses to the additional structural portions of The Town of Vail Building Department comments for the above building, dated 4/23/07,related to the 1/17/07 comments pertaining to ASI D-009. We have included the original comment with each response. Our responses are noted with"M&N Response". 30. 5103: Tower mid-level framing plan: Verify LVL are not exposed to weather,this is not typically permitted by manufacturer,NDS 8.1.4. Cantilevered framing shown at roof overhang is not shown in detail 11/5302. Details 11/S303 and 12/s302 are cut through the same location but show different conditions. Detail 10/5303 shows posts connecting to beams,with purlins framing overtop. Plans show LVL framing in the direction opposite joist framing. Verify lateral load path and steel column connections for combined lateral and gravity loading. There appear to be several inconsistencies and load path issues with the details as referenced at the revised tower plans. 16Q3.1, 1604.4. M&N Response (3/22/07): LVLs aze not exposed to weather. See revised"Clock Tower Mid-Level Framing"on 5103 for 2x6 framing noted in Section 11/5302. The 8x14 cantilevered timbers are shown in Section 11/5302. Section 11/5303 is conect for the low roof. Section 12/S302 as shown should be labeled as"similar"and should also be cut at the opposite corner near Grid G.5-4.5. A 2007 Platinum Corporote Sponsor of _�� Colorado A Component oF The American Institute of Architects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 . Denver, Colorado 80202 C303) 623-4927 • FAX (303) 623-6602 • email: denverC�monroe-newell.com See revised section 10/5303 for the framing at the upper level as indicated on the overall Roof Plan/S 103. The load paths have been verified. The lateral loads are resisted by the plywood shear walls at(4)sides. Refer to the attached,revised S 103 for the correction of the inconsistencies. CIA Comment�/23/07: 1/17/07 comment: Some of the drawing inconsistencies have not been modified as nofed, p/ease review. /BC 1603.1 M&N Response (5/7/07): See the revised 5103 far the modified Plan at the "Clock Tower Mid-Level Framing" with the proper section cuts and the corner columns shown properly. 32. 5103: High roof framing plan: detail 14/5303: column sizes are not shown on plan as indicated. Verify column design for combined lateral plus snow loading has been checked, show welds required top and bottom for frame action. IBC 1604.4. M&N Response(3/22I07): See revised Roof Framing Plan/S 103 neaz Cxrid P.7-5.5 for column size, TS3x3x 1/4. Column has been verified for gravity and lateral loads. See revised Section 14/5303 for welds at top of column. CIA Comment 4/23/07: 1I1 T/07 commerit:Column size is still not shown on p/an. lBC 1603.1 M&N Response (5/7i07): See the revised 5103 for the column size shown on the modified Plan at the"High Roof Framing Plan" and on the overall "Roof Framing Plan". End of Comment Responses. If you have any questions or comments,please call our office. Very truly yours, MONROE&NEWELL ENGINEERS, INC. „ ^,�,°' ',: ��„ . ,..c hs. �°�� Peter D. Monroe,P.E. '?` '�` .,, :.., _�� Principal � �> �� Jf •Pgp.,�a i�,' �y�,:yt A• ��1 Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell Engineers,Inc. May 7, 2007 4240 Architecture 1621 Eighteenth Street, Suite 200 Denver, CO 80202 Attn: Randy Hart Re: Vail's Front Door(M&N#5500.02) Skier Services,Building D BUILDING PERMIT#B06-0021 Dear Mr. Hart: The following are our responses to the additional structural portions of The Town of Vail Building Departrnent comments for the above building, dated 4/23/07, related to the 2/22/07 comments perta.ining to ASI D-011. We have included the original comment with each response. Our responses are noted with"M&N Response". 26. Sheet S 102;please verify that current design will handle the increased loading of the safe. M&N Response (3/22/07): We have reviewed the loading information for the safes(430 lbs each) and determined that the floor framing,as designed,will handle the slight increase of the loading from the safes. CIA Comment 4V23/07: The ir►formation on the safe submitted with the documents indicates the safe is 615 pounds, heavier than 430 pounds evaluated in the comment. Designs shail account for weight of safe contents as well, lBC 1604.2 A 2007 Platinum Corporate Sponsorof =�� Colorado A Component of The American Institute of Architects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 <303) 623-4927 • FAX <303) 623-6602 • email: denverC�?monroe-newell.com M&N Response (S/7/07j: With the revised weight of 615 lbs (which does not agree with the information that we were provided, but will be used as noted)plus an assumption that there is 3001bs of contents, the load from the safe is appraximately 305 psf versus the 313 psf capacity of the concrete slab on metal deck. We have reanalyzed the floor beams and they will still support the increased loading from the safes. 27. Provide a structural plan for the new stair that has been added to One Vail Place. Be sure to include structural calculations M&N Response (3/22/07): See the attached S 1 O l and S 102 for the Stair Foundation Plan and Stair Framing Plan. See the atta.ched calculations for the cast-in-place concrete stair. CIA Comment 4J23/07: New concrefe stair calcu/ations show(8J #7 longitudina/and#6 @ 1=6"transverse stair reinforcing. New detail 18/S202 shows#5 @ 12"o.c. reinforcing each way. Coordinate drawings with calcu/ations. Verify long term deflection has been considered, slab thickness does not meet requirements of ACI Table 9.5(a) for minimum thickness. AC/318, Ch. 10, 9,5 M&N Response (5/7/07): See the attached, revised Section 18/S202 with the revised reinforcing per the calculations. See the attached, revised calculations for the cast-in-place concrete stair with deflection calculations that have long term deflection included. Since the live load is due to people traffic, the only immediate deflection is caused by the sustained loading of the dead load, not including ihe people live load. V�'ith the dead load deflection plus the long tem deflection accounted for, the long term deflection is approximately '/�". With the total dead load plus live loading included, the deflection is approXimately 3/4". Long term deflection would not need to be accounted for with the live load included since the live load is a short duration load. The long term deflection factor for such a short duration is essentially equal to `0", per Figure R9.52.5 in ACI 318-02. The reuiforcing and thickness of the slab does not need to be revised. End of Comment Responses. If you have any questions or comments,please call our office. ryy�'a':ir7r�995Fe .. L ,�i F4..t T ft 91�' r Very truly yours ;�� " ��? , r ,,.,s E i �r�bP w '�,.dV°�� +. MONROE&NEWELL ENGINEERS,INC. �-� � ti �'� :�'� � ,,: �; j,. � F Peter D.Monroe,P.E. , E,��, �� AI'�� a^a� . _(t Principal �I TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : APPROVED Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 10/25/2006 Legal Description: ,�,.��-a �_U�� Expires . .: Ol/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 8,488,000.00 VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144 .14 24, 936 $3, 594,275.04 STORAGE/LOW HAZ(S2) ZONE 3 VA 71.79 8, 170 $586, 524 .30 REST, BARS, BANQ (A2 ZONE 3 VA 152 .97 2, 531 $387, 167 . 07 Totals. . . 31, 576 $8,488, 000. 00* Fireplace Information: Restricted: Y /f of Gas Appliances: 0 #of Gas Logs: 0 1t of Wood Pellet: 0 ************�**�*******************�*****�***************�********** FEE SUMMARY ***************************�******************************** Building------> $32,939.95 Res[uarant Plan Review--> $0.00 Total Calculated Fees---> $76,457.12 Plan Check---> $21,410.97 Recreation Fee--------------> $22,103.20 Additional Fees-----------> $0.o0 Investigation-> $0.00 TOTAL FEES-------------> $76,457.12 Total Permit Fee----------> $76,457.12 Will Call-----> $3.0o Payments-------------------> $76,457.12 BALANCE DUE---------> $0.00 *************************************************************�*********************************************************************************** Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full building permit approved pending approval from other departments. 10/25/2006 cdavis Action: AP REVISIONS APPROVED BY CIA DATE STAMPED 5/4/06 Item: 05400 PLANNING DEPARTMENT 07/03/2006 George Action: PA This partial approval is for the relocation of the electrical transformers presently existing in the areas surrounding the skier' s plaza. 07/14/2006 George Action: AP Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure fire alarm and fire sprinkler permits as reflected in fire sprinkler riser relocation and fire alarm panel relocation plans. Fire alarm panel relocation will require recertification of entire system prior to TCO. 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU's. Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated received 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Roofing Modifications-No Comments on plans rec' s 11/8/06 Item: 05550 ENGINEERING CIVILS *******************�******�**************************�*******�****************�*��**�*�*********************�***�*************+************��**** 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. .c,., ---- - �'°•..,,, .. `� SIGNATURE OF OWN QR• ONT ELF AND OWNEF �,. �!'r �._ �__ PAGE 2 *:�*��x***�x��x**�*�:*��x**�x�:*�:�x��x�*�x��:*�x*�x�*�x**�x***�*�*�x*�x**��:*�x*:��x�x*�*�:**�:*�:****�x*��x**�x***�*�*�x�*:�**�*�x*�x CONDITIONS OF APPROVAL Permit# B06-0021 as of 11-16-2006 Status: APPROVED �x�*��*��*�x*�**�*�:��**�*****��x�*�:*�*�:�x*�x*�:*��x*�:*:xx��**�*:x*�x*��x*�x**�:*�:**��x�*�:*�*��*�*��*�**�*�:�*�**�:**�x* Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 10/25/2006 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING 'D' - SKIER SERVICES BUILDING Conditions: ' �� p , APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED � ', ; Building Permit#: �6'C� �� 1 �� v � �f 9�0. 7 �;'[�� s ect9+a, � -� -�.�= ,f ...p t�� )' ' � REVISION TO TnWN OF VAIL BUILDING PERMIT �IWN(?FYAIL Separate Permits are required for electrical, piumbing, mechanical, etc.! , 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION � General Contractor: Town of Vaii Reg. No.: Contact and Phone#'s: i ; �i �2 �v s- c o �303 ) �525= i I, ATTENTION: JOE,JR,CHARLZE,GREG Contractor igna --� " ',i � - COMPL�CTE REVIS�I EVALUA NS FOR BUILDING PERMIT Labor& Mafieriais �''i� REVISED AMOUNT: $,`��5�00 I ELECTRICAL: $ ��i�r�, � OTHER: $ ,,; �PLUMSING: $ � MECHANiCAL: $ � � REVISED TOTAL: $j � 2�S�i�l '' For Parce!# Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .c 'm (�P�arcel.# i Job Name: � , Job Address: "' V�-��. � ,� �-- �, Legal Qescription Lot: Block: Filing: Subdivision: I v�ners Name:� Address: ,fj. � t � R`�a� GD Phone: ' � ; i Arch't ct/D signer: Address: Phone: ! !',!. r��-� ; !u .�� Engineer: Address:�j� ^ U w�� P o e: � '� � REASON FOR REVISIONS: �Gi [) zcW� CO/vl��.=-! �d�!-��h ?E✓�5.7c� - Sfffc��t�t2�- '' " UL�f7i" 'r Work Class: New( ) Addition ( ) Remodel (y}�Repair( ) Demo ( ) Other( ) Work 7ype: Interior(L�--�xterior! ) Both O Daes an EHU exist at this location: Yes O� '�No O �. Type of Bidg.: Single-family( ) Two-family( ) Multi-family( ) Commercial('�" Restaurant( ) Other( ) ' I 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 WoodlPellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT !LL.(�WED Does a Fire Alarm Exist: Yes ( No O 1 Does a Fire Sprinkler System Exist: Yes ( f�� O T ' � i3smn�r'. **************************************FOR OFFICE USE ONLY****�************************�******** ' � ; ; Other Fees: T'ype of GonstructFOi�» � Acc�tec� B�r� � I '":�I l----� iDRB Fees: "`"-`�"'�' Bld IPlanner;Sr �o .� � Occu anc Grou : l�Public Way Permit Fee: ` Date Recetved:.'` i I V�,�,�,'s `�-,��-�j' �,'�,� . . ; � v s\cdevlAPPLiCAT10NS\BLDGREVISIONS2004.doc � �' v � ��`�� 12/02/200�t �,n �-3 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0021 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 07/14/2006 Legal Description: Expires . .: O1/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTR.ACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 8,485,500.00 VAILS FRONT DOOR-BUILDING 'D' -NEW CONSTRII`TQI-j N�� t ��.cer` t�rJ �� Occupancy Type Factor � Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 VA 144.14 24, 936 $3, 594,275.04 STORAGE/LOW HAZ (S2) ZONE 3 VA 71.79 8, 170 $586, 524 .30 REST, BARS, BANQ (A2 ZONE 3 VA 152 . 97 2, 531 $387, 167.07 Totals. . . 31, 576 $8,485, 500. 00* Fireplace Information: Restricted: Y 1f of Gas Appliances: 0 #of Gas Logs: 0 N of Wood PelleC 0 *********�**�:******************************************************* FEE SUMMARY ********�*******************�*�***************************** Building------> $32,932.65 Restuarant Plan Review--> $o.00 Total Calculated Fees---> $76,445.07 Plan Check---> $21,406.22 Recreation Fee--------------> $22,103.20 Additional Fees-----------> $0.o0 Investigation-> $0.00 TOTAL FEES-------------> $76,445.07 Total Permit Fee---------> $76,445.07 Will Call----> $3.0 0 Payments-------------------> $7 6,4 4 5.0 7 BALANCE DUE---------> $o.o 0 ******�*****��****�********+*****��*****�*******************************�**************************�*************�**********************�******** Approvals: Item: 05100 BUILDING DEPARTMENT 07/13/2006 MROYER Action: AP Full building permit approved pending approval from other departments. Item: 05400 PLANNING DEPARTMENT 07/03/2006 George Action: PA This partial approval is for the relocation of the electrical transformers presently existing in the areas surrounding the skier' s plaza. 07/14/2006 George Action: AP Item: 05600 FIRE DEPARTMENT 05/04/2006 mcgee Action: AP Provide and secure fire alarm and fire . sprinkler permits as reflected in fire sprinkler riser relocation and fire alarm panel relocation plans. Fire alarm panel relocation will reguire recertification of entire system prior to TCO. 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated received 6/16/06 and 7/06/06 Item: 05550 ENGINEERING CIVILS ****************************�********�*****************************************************�******�******�*************************************** 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 TELEPH 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNATU E OF OWNER O NT FOR HIMSE ND OWNEF / PAGE 2 �*�x*�**�*�*****�*�:**��x*�*�:�*�*�:*�:*�*�:***�x*�*�:�*:x*�:�x�:*�:*�*****�:�*:��x**�:*�x�**�x��*��***�***�x***�:*�*�*�x**�*� CONDITIONS OF APPROVAL Permit# B06-0021 as of 07-14-2006 Status: ISSUED **�*�*�*��:*�*�****�*�**�:**�x***�:*�*�*:�*�*�*�*�**�*�:��*�*�*:�*�:**:�***��******�x*�****�:*�***�x**��*�*�***�* Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 07/14/2006 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING 'D'-NEW CONSTRUCTION Conditions: *****************************************�*******�******�**********************************� TOWN OF VAIL, COLORADO Statement *************************�x****�************************************************************* Statement Number: R060000994 Amount: $55, 045.9607/14/200602:51 PM Payment Method: Check Init: LCLT Notation: #53901/HYDER CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B06-0021 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $76,445.07 This Payment: $55,045.96 Total ALL Pmts: $76,445.07 Balance: $0.00 **************************************************:�**************�x*****�x�x******************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 32, 932.65 PF 00100003112300 PLAN CHECK FEES 7.11 RF 11100003112700 RECREATION FEES 22,103.20 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B07-0176 Project#: PRJ06-0031 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'D'-VAIL SPORT Applied . . : 06/15/2007 Parcel No...: 210108278002 Issued . . . 10/22/2007 Expires . .: 04/19/2008 OWNER LODGE PROPERTIES INC 06/15/2007 PO BOX 7 VAIL CO 81658 APPLICANT HYDER CONSTRUCTION, INC 06/15/2007 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 06/15/2007 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: VAILS FRONT DOOR-BUILDING 'D' -VAIL SPORTS RETAIL TENANT FINISH Occupancy Type Factor Sq Feet Valuation Totals. . . $150, 000 . 00* TOV Adjusted Valuation: $150,000.00 Revision Valuation: $0.00 Revised Total Valuation: $150,000.00 *�s►*******�:*r*s�**********s***►*****��**�+**►*�**e*�x**M**��***** FEE SUMMARY +**��:*�:***��r***►**�+**�*+«*+*�*+******+a+**+**�**r*+►+*�*+* Building------> $1,2�3.7 5 Restuarant Plan Review--> $o.o o Total Calculated Fees---> $2,i o 4.6 9 Plan Check---> $82�.94 Recreation Fee--------------> $o.o o Additional Fees-----------> $6 0.o 0 Investigation-> $0.o o TOTAL FEES-------------> $2,104.6 9 Total Permit Fee----------> $2,164.6 9 W ill Call-----> $3.0 0 Payments-------------------> $2,16 4.6 9 BALANCE DUE---------> $o.o 0 **+t�r*rsss�*******�***��*+***s+*****srar**r***►**a**t*******�*►**rw�**+******��**x�*********�**�x*s****+******+**rr*r*r*+*****v+***+*+�*s******* Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2007 ep Action: DN sent letter to applicant 08/21/2007 ependley Action: AP approved IR:4502 . tenant tinish. Plan revie $662 .35, Permit fee $891. 63 . 10/10/2007 ependley Action: AP Rev2/IR5736;approved changes at basket sto� added valuation. Added plan review fee of $60 . 00 due. Item: 05400 PLANNING DEPARTMENT 07/25/2007 George Action: AP This is an approval tor the interior tenant the Vail Sports space. Corrections to the parking calculations are required to adc addition of retail square footage at the north end to the space. Commercial ski storage is not allowed on the tirst tloor or street level ot this � Ski rental is not commercial ski storage Item: 05600 FIRE DEPARTMENT 06/18/2007 McGee Action: DN As built tire protection systems are not a_ Resubmit. Roll down shutter door at top of stairs is not allowed. Submit exit plan. Customer "rope" layout is not clear. Shop drawings are required for fire sprinkler and fire alarm permits . 09/04/2007 mcgee Action: DN I reviewed the plans and sent the tollowin< out 06/18/07 . "As built fire protection systems are not allowed. Resubmit . Roll down shutter door at top of stairs is not allowed. Submit exit plan. Customer "rope" layout is not clear. Shop drawings are required for fire sprinkler and fire alarm permits . " Todd Architects sent a letter to Satebuilt dated 23 July, 2007 with some response: I point out the response trom Todd Architecture reterence the Fore Department comr BCER moditied the plan notes to indicate the tire sprinkler will not be "as-built' have not seen revisions . The revisions were to be included in the Bldg D tire spr_ plans . We have approved the Bldg D fire sprinkler shops under separate cover. According to the comments trom Todd Architecture, the roll down door is still unde 42/40 and BCER. The Fire Department does not object to roll down doors over counte objects to roll down doors in the path ot egress . Even it the roll down door is n< "required path ot egress" , people who become used to going through that passage w� come contused they attempt selt rescue and tind "their usual path" is now blocked It the doors to the toyer are unintentionally closed while the space is occupied, width for the single rear door is insufficient. It the roll down doors close due to maltunction, there is no intormation showing � release, counter spring, weight, etc. . How do you manually roll the doors back up; The continuing issue ot the roll down doors will have an impact on the tire alarm sprinkler systems as we proceed towards the requested TCO and the requested time _ Fire Department issues have not yet been resolved, hence, the permit has not been z aia not see any comments or revisions on the proposed roll down door as it atte< access, ventilation, fire detection, sprinkler layout, etc. . 10/19/2007 Cdavis Action: AP See email attached below providing approva_ Vail ' s Fire Marshal Neha Khere, What I have in my possession is a copy ot 42/40 ' s Architect ' s Supplemental Instruc D-047 we received attached to the email . The design does meet the minimum requirement ' s ot the International Building Code, was necessary to take an exception to meet the minimum code. I also note this project has signiticant challenges and as such, signiticant eleme submitted under a performance based approach for fire protection. I am ot the opinion the coiling grilles in the contiguration as submitted, do not intent of the performance based approach. The review ot the attachments included Satebuilt ' s Plan Review Comments, a copy oj relocating the coiling door D 134 away trom the bottom step to provide a landing, letter trom 42/40 addressed to Eric Pendley, and copies ot cut sheets tor the coi_ (difficult to read due to poor quality) . One ot the notes (9 .2) on Sheet 1 ot ll ot Cookson' s plan indicates the coiling dc close automatically upon release of an approved heat sensing device. The Fire Department does not think the coiling doors should close upon activation alarm. We are ot the opinion the coiling doors are a serious detriment and hindrai egress . The options on Sheet 1 ot 11 indicate there are tour means to open the door. We d= which option has been selected. The cut sheets indicate the coiling doors are an open grate (grille) design. The plans indicate tour openings into the rental shop, three ot which have the co: installed. The only swinging door is located on the north side. Based on the inherent risk to tire tighter lite satety, the rental shop' s tuel lo� ot the shop, and the tact there is but a single access/egress point readily availe tighters without undue risk and manipulation, we have decided the primary approact alarm in this space will be from the lobby. we recommend a means of opening the grille from the lobby side be provided. Under exigent circumstance, we will not enter via the single swing door on the no� The grilles do not provide any reasonable means ot secondary egress tor emergency Fire tighters would likely be unable to tind an "emergency chain" , cannot stand uF smokey or heated environment to activate a motorized control, and will not spend t cut locks on one or more rails and then attempt to raise the coiling doors while t stay low in a smokey environment . It is still the Fire Department ' s opinion and request door D134 be converted to a hinged door. The current contiguration may meet the minimum requirements ot the building code, not provide sutticient satety tor tire personnel to enter through a single door, < search , pertorm a rescue, combat a tire, or operate in a smoke tilled environment any potential for a secondary means of escape. We will not oppose the "Approval" ot the plan as submitted but the owner/operator well advised ot the Fire Department ' s position on limited entry unless we tind a r gain entry and egress through the grilles. Item: 05500 PUBLIC WORKS 07/03/2007 TK Action: AP Tenant Finish-Vail Sports-No PW Issues Item: 05550 ENGINEERING CIVILS **�*.�.+.*.*..�***+*.*s*.*.*+.+«*+.�.....*.�.*.*.*«*+*�*+.*.*�**.+.**�.*.*.*.�*.�****.*****►*.�*.:*****.�,�.***.*.*.�.*.**.,..�*.*�*:+*....***►** See Conditions section 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. �� SIGNA RE OF OWNER OR C TRACTOR FOR SELF AND OWNER ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B07-0176 as of 10-22-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 06/15/2007 Applicant: HYDER CONSTRUCTION, INC Issued: 10/22/2007 303-825-1313 To Expire: 04/19/2008 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D'-VAIL SPORT Parcel No: 210108278002 Description: VAILS FRONT DOOR-BUILDING'D'-VAIL SPORTS RETAIL TENANT FINISH 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: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 17 (BLDG.): A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE ANY STRUCTUAL CHANGES BEFORE A FRAMING INSPECTION IS APPROVED BY THE TOWN OF VAIL. Cond: 20 (BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED FOR OCCCUPANCY. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 35 (P.W.): ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE FOOTING 1NSPECTION. Cond: 40 (BLDG): (MFR/COMM)FIRE ALARM REQUIRED PER NFPA 72. Cond: 5 (PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FRAMING INSPECTION, AN IMPROVEMENT LOCATION CERTIFICATE(ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING FOOTPRINT SHALL BE INDICATED ON THE ILC. ***********************************************************************+*******++*********** TOWN OF VAIL, COLORADO Statement *+*******�****+******************�********�***+***********+********+************************ Statement Number: R070002290 Amount: $1,336.75 10/22/200709: 19 AM Payment Method: Check Init: DDG Notation: Hyder 56964 ----------------------------------------------------------------------------- Permit No: B07-0176 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' -VAIL SPORT Total Fees: $2, 164.69 This Payment: $1,336.75 Total ALL Pmts: $2, 164.69 Balance: $0. 00 ******�**************�******************************+++******+****************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 1,273 .75 PF 00100003112300 PLAN CHECK FEES -662.35 PF 00100003112300, PLAN CK - project GFP012 722.35 WC 00100003112800 WILL CALL INSPECTION FEE 3 . 00 ----------------------------------------------------------------------------- � �,� � �. ��.�11��i nc. �QL.C)R,�Dt7 Bnitding Department Services October 10, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Vail Sports tenant finish PERMIT NUMBER: B07-0176 REVISION NUMBER: 2 INTERNAL REF#: 5736 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: 9 plan sheets Plan review fee: $60.00 No additional square footage- No added valuation Sincerely, �� Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 m att.ro�er(c�S AF Ebuil t.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓Z:�Plan Review\Vail�Front Door�B06-0021�B07-0176 Vail Sports\tov-b07-0176.Rev2_FAL.doc u APPLI N WILL OT BE ACCEPTED IF INC PLETE OR UNSIGNE �� Buildin Permit# #, .r � ,u;��479�F��,liispeCti:ons) ��` � VISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must inciude the Field Set of approved plans. No further inspectio��s will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION G'gneral Contractor. Town of Vail Reg. No.: Contact and Phone#'s: �+ � Co,� �'w�ro� I d°-/�- �� 7^ 9�0 �r�� a 8 j 3 A ENTION: aE JR,CHARLIE,GREG,CHRIS ] Contract 'gnature: � COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMiT Labor& Materials RI� ISED AMOUNT: $ ,�''� ELECTRICAL: $ OTHER: $ � PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ ] For Parcel# Contacf Ea le Count Assessors O�ce at 9T0-328-8640 or visit www.ea le-count .com �'��e��# al(7�U ��1� � Job Name: '/�) ��. �� Job Address: �� /�' ) �� v y �� Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: ArchitecUDesigner: a�� Address: Phone: � Engineer:M� � qN�`` Address: Phone: ,� REASON FOR REVISIONS: 1 �G/V'� ��Nr� 1�}N'S Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) ] Work Type: Interior( ) Exterior( ) Both( ) Does an EHU exist at this location: Yes ( ) No ( ) � Type of Bldg.: Si�gle-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) � No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: � NolT e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin NolT e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire A1arm Exist: Yes( ) No( ) Does a Fire Sprinkler System Exist: Yes ( ) No( ) � FOR OFFICE USE ONLY '�.Other Fees � ,��:;,°��,��k �E :�` , "�Oc�up�nc r�Group .*, � ;. �Aacepted By.. : ``,', � Type'of Construction ��-r��,', �, , Da#e Received, , , ,µ,..,.;. , F:\cdev\FORMS\PermitslBuildinglbuilding_revisfon_11-23-2005.doc Page 1 of 2 12/8/2005 SAFEbuilt Project Inspection Portal Page 1 of 1 ___ _ . Plan Review . �� Partat _ �� '� �1 1�, � P�ei inspectlan � �)�� i �'�Vi�lh� �C�t"'�� , .- : u �m. °; - .�-�-;� � r.��. ��. . . . .. .. . . .. . ._. ... ��. . ... ...... . . . .. .... . .. ... � Plan Tasks _..�. . Data Entry Plan Review Update Status Batch Assignment Please update the plan review status information below. Search ExaminerAssigned: ECIC P@f1C��@y �� Administration P�a�st��s: Plan Review Complete Status Comments: Administrative Tasks � Help �Report a Problem Update Plan Status� Restart This Plan Go To Plan Review History Date Changed Status Changed By Examiner 6119/2007 In Progress jplano John Plano 7/11/2007 On-Hold ependley Eric Pendley 8/7/2007 Pending dmontoya Eric Pendley 8l8/2007 In Progress ependley Eric Pendley 8/23/2007 Plan Review Complete mroyer Eric Pendley Add a revision by entering the info and clicking Upload. Title File Browse _ . . ... � �SAFEbuilt inc.All rights reserved. http://portal.safebuilt.com/plans/update.asp?id=4502 10/19/2007 SAFEbuilt Project Inspection Portal Page 1 of 1 � ��._��,.,�.��m��_ Pian Review �T � �'� Portal � �� 1 1� � Port�Inspection . �plar� revi�� pc�rt� � . . . . . . . . . . � Plan Tasks Data Entry Plan Review Update Status Batch AssignmeM Please update the plan review status information below. �Search ExaminerAssigned: ' EfIC P2fld�@y �� Administratio� Pia�scatUS: Plan Review Complete Status Comments: Administrative Tasks � Help Report a Probtem . Update Plan Status � Restart This Plan Go To Plan Review History Date Changed Status Changed By 10I9I2007 Pending dmontoya 10I10/2007 In Progress ependley 10I10/2007 Plan Review Complete ependley Add a revision by entering the info and clicking Upload. Title File Browse Revision History: Title File Upload Date �..,,_tim_n��a ae,n oei a.,� �ni�nronn� v�o,.dn.,,.,..i..�.+ � . �� . . . . .. .. .. . . .. . � . �SAFEbuilt inc.Atl rights reserved. http://portal.safebuilt.com/plans/update.asp?id=5736 10/19/2007 4�4-� � ARCH ITECT'S SU PPLEM ENTAL VAIL'S FRONT DOOR INSTRUCTION No. D- 047 To: Doug Thompson/Hyder Construction, IIIC. PROJECT NO: 20693.OH 543 Santa Fe Drive issuE�: 09.27.07 Denver, CO 80204 FROM: Neha Khera 303-825-1313 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instruction Title: Building D–Product Data for Coiling Doors D121b&D134 and Revision to location Door D134. Reason for Change: In response to ToV/SAFEbuilt comments,information regarding Skier Services Coiling Doors D121b and D134 has been attached to show code compliance. Additionally,the location of Coiling Door D134 has been revised to provide an appropriate landing to the adjacent stair. Description of Instructions: See attached. Attachments and Enclosures: SAFEbuilt Comments,dated 07/11/07,Permit#B07-0176,Internal Reference#4502,Project#3706. Paul Todd Architecture Responses,dated 07/23/07. 4240 Sketch,ASK-D055,dated 9/27/07. 4240 Letter,dated 09/25/07. Cookson Coiling Door Product Data. Copy To: ASI File BY� Randy Hart/4240 Neha Khera/4240 Submit to Town of Vail: � YES ❑ NO Rick Caudel/VRDC S.Jarvie Worcester/VRDC n�� ,��.,.�� — +" __ ..� �Y �;;� •� � ��7 Town of Vail o�� . PY SAFEbuilt Colorado 42�40 ARCHITECTURE INC . � 1621 Eighteenth Street � Suite 200 Denver,Colorado 80202 The information wntained in this message is privileged and confidentiai intended only for the use of the individual(s)or entity(ies)named t 303.292.3388 f 303.29231 13 above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distribution,or copying of www.4240architecture.tom this communication is strictly prohibited. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately. .. - - �� , bu � �tinc. � �� SAFEBUILT COLORADO PLAN REVIEW COMMENTS TO: Contractor Architect Enqineer Hyder Construction Todd Architecture Jeff Bellman Doug Thompson Paul Todd EMAIL: dthompson@hyderinc.com paul@toddarchitecture.com FAX#: (866) 519-3953 (720) 283-6253 NUMBER OF PAGES: 2 FROM: Eric Pendley DATE: 07/11/2007 BUILDING PERMIT#: B07-0176 INTERNAL REFERENCE #: 4502 PROJECT# 3706 OWNERS NAME: Vail Resorts SITE ADDRESS: 151 Vail Lane SUBDIVISION: N/A OCCUPANCY GROUP: Mercantile TYPE OF CONSTRUCTION: VA NUMBER OF STORIES: 1 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: . Please submit (5) complete sets of revised construction documents containinq the requested information or plan revisions with all revisions clouded or otherwise identified. . Please respond in writinq to each comment bv markinq the attached list or creatinq a response letter. Indicate which plan sheet, detail, specification, or calculation shows the reauested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. . Please be sure to include on the resubmittal the enqineer's or architect's "wet" stamp, signature, reqistration number and date on the cover paqe of anv structural calculations, all structural details and structural sheets of the plans. For commercial or multi-familv proiects all sheets of the qlans must be stamped as required bv the State of Colorado. BUILDING DEPARTMENT COMMENTS: Architectural Comments: All addressed in Paul Todd Responses. 1) Sheet A100–Amend plans to show compliances with 2003 IBC sec. 1018.3. Exit continuity is obstructed with registration stands and crowd control aisles. 2) Sheets A100 and A101—These plans do not match. Need to revise plans and exiting plan to match floor plan submitted. Exiting plan must not use the arc method of travel; you need to show the rectilinear method of travel. A100 shows room D119 as storage and A101 shows vestibule. 3) Sheet A101—Need detail on boot racks in relation to finish ceiling heights. Possibly could interfere with fire suppression Mechanical / Plumbinq Comments: All addressed in Paul Todd Responses. 4) Sheet M200– Need to know how you are determining the separation of basket storage (D122)and retail. Cannot have transfer air opening if it is an incidental use. 5) Sheet M200-2 additional exhaust fans are drawn. How are they terminated? Electrical Comments: All addressed in Paul Todd Responses. 6) Sheet E200—Need to add an additional exit directional sign on vestibule wall directing toward back sta i r Fire Department Comments: 7)As built fire protection systems are not allowed. Resubmit. Addressed in Paul Todd Responses. Roll down shutter door at top of stairs is not allowed. Please see the attached ASI D-047 and ASK D-055 regarding the relocation of the coiling door. Also note the attached letter and corresponding product data regarding the coiling door system as it relates to code requirements. Submit exit plan. Customer"rope" layout is not clear. Addressed in Paul Todd Responses. Shop drawings are required for fire sprinkler and fire alarm permits. Addressed in Paul Todd Responses. Please refer to the cover sheet for information and instructions for resubmitting plans. In order to avoid delays please check all requested information is included with the resubmitted plans. Plan Review Comments Eric Pendley Plan reviewer/Sr. Building inspector 970-328-1790 eric.pendlevCa�safebuilt.com TQ � � i ° � � 23 July 2007 Mr. Eric Pendley Plan Reviewer/Senior Building Inspector SAFEbuilt Colorado P.O. Box 1618 Eagle, Colorado 81631-1618 RE:Vail Front Door Building Permit Number B07-0176 Dear Mr. Pendley, Thank you for your plan review comments dated 11 July 2007 for the Vail Front Door retail space. The following revisions have been made to the attached five (5) stamped permit sets: 1) Sheet A100 - Plans have been changed to show compliance with 2003 IBC Section 10183. The queuing ropes have been deleted and exit continuiry is now provided. 2) Sheets A100 and r'�101 —The floor plans on these sheets have been revised to match. The e�ting plan now matches floor plan submitted. The e�ting plan uses the rectilinear method of travel, and total travel distance is now 184'— 10". Both sheets A100 and A101 show room D119 as `�estibule". 3) Sheet A101 - Boot racks are 90'/z" high, 31'/z" below the lowest part of the ceiling structure. See attached cut sheets. 4) Sheet M200 - There is no occupancy separation provided, nor required, between Basket Storage (D122) and Retail (D139),per IBC 2003 Table 302.3.2,Foomote b. 5) Sheet M200- Please see roof top exhaust fan terminarion detail 1/M100. 6) Sheet E200 - r1n additional exit directional sign on the vestibule wall directing toward back stair has been added. Fire Department Comments: Camment.•As l�uilt fire protection systems are not allosved. BCER Response: The drawings that BCER prepared and should have been submitted for the tenant finish work in Building D were intended to modify the fire protection engineering drawings submitted for Building D. Since the fire alarm/sprinkler shop drawings for Building D have not been completed and reviewed by BCER, we needed to modify the tenant drawings. It was not the intent of the submittal that you received to be represented as `as built drawings'. The final fire protection and fire alarm design will be coming for your review with the Building D shop drawing submittal. Com�nent:Koll dozvn.rhutter door at top of stair.r i.r not allozved. BCER Response: The roll down shutter is for securiry and was part of the original design. 4240 and BCER need to look at this to see if this is an issue. 1 523 1 5'h Street Denver Colorado 80202 Voice 303 . 446 . 0460 Fax 866 . 51 9 . 3953 Page Two 23 July 2007 Mr. Eric Pendley Comment.•SuGmit exitplan. Response: Exit plan has been submitted. See Sheet A100. Comment.•Caxstomer"rope"layout i.r not clear. Response:The queuing ropes shown have been deleted and e�t continuiry is now provided. Comment:Shop drazving.r are required for fire sprinkler and fire alarm permits. BCER Response: Fire sprinkler and fire alarm drawings shops will be submitted for your review. BCER will have the tenant modifications included with the Building D fire protection and fire alarm submittal. I trust this resolves your concerns. Please contact me if you need any additional information. Sincerely, Paul Todd Todd rlrchitecture enc. �5 �V v �ti �� ., `�'�- � ,. . o- �DO� � , � , �. /O .KY 1 F� 1a� � ��• `�F-� QO� , ,��6 0� � G � , �1 ,, �� 1 �'0 `� �' � ► � �! JPN\�o� \ � ' �12 ' � 012�j / � I � � 1 � 0 �6 `��S � �� P p� o ,, �,o � `� �� Z ��` ,� � � � � �P�� 1��` � 0 �� s�`�a ` �' �� 0�2 � ZP � , / , \ � � � � . � � � \ �� SKIER SERVICES FLOOR PLAN 1 1 4' = 1'-0' o�e+ ArchitectofRecord Vail's Front Door o�,w�NC No: ASK D-055 424o Ou�er/De�•eloper REFERENCE: 1�A103 Vail Resorts ISSUE: ASI D-055 Develo ment Com an� DATE: 9/27/07 Denver,Coloiado p p � $CALE: 1�4" = 1�-0° Avon,Colorado DRAWN BY: JR 4�4oArchitedure Inc r.l�ic�i,vo dc�r,v��! 25 September 2007 Mr. Eric Pendley 4z4o SAFEbuilt Colorado i286 Chambers Avenue, #ioi Eagle, CO 8i 63i RE: Vail's Front Door— Building D, Skier Services — Retail/Rental Coiling Doors D�zib and Di34 Dear Mr. Pendley: 424o Architecture would like to formally request permission to proceed with the installation of coiling grills (doors) Di2ib & Di34 as designed. We understand that the Town of Vail Fire Department has requested revision to the door type regarding door Di34, stating that it did not meet IBC/IFC Egress requirements. 424o Architecture has completed a review of the code requirements and feels the door in question complies with the following: IBC/IFC Section ioo8.i.2, Door Swing. Egress doors shall be side-hinged swinging. Exceptions: 6. Power-operated doors in accordance with Section ioo8.i.3.2. IBC/IFC Section ioo8.i.3, Special Doors. Special doors and security grilles shall comply with the requirements of Sections ioo8.i.3.i through ioo8.i.3•5• IBC/IFC Section ioo8.i.3.5 Security grilles. In Groups B, F, M and S, horizontal sliding or vertical security grilles are permitted at the main exit and shall be openable from the inside without the use of a key or special knowledge of effort during periods that the space is occupied. The grilles shall remain secured in the full-open position during the period of occupancy by the general public. Where two or more means of egress are required, not more than one-half the exits or exit access doorways shall be equipped with horizontal sliding or vertical security grilles. Please note that we have attached cut sheets for these doors clarifying the manual operation systems. Thank you for your careful consideration. Sincerely, � � Neha Khera, Associate AIA 424o Architecture Attachments cc: Matt Royer � SAFEbuilt Colorado Charlie Davis �Town of Vail Building Department Mark McGee � Town of Vail Fire Department Rick Caudel � Vail Resorts Development Company Doug Thompson � Hyder Construction Steve Rondinelli � BCER Engineering, Inc. File: 20693•og � 3•2 t6zi Eighteenth Street Suite zoo Denver Colorado 8ozoz r 3o3 292 33$$ F 3�3 z92 3>>3 �^'424oarchitecture.com � COOK S0 � F� 0 � � �l � DOORS OPENING O Na EXCEPT{ONS TAKEN �ExCEPTIONS AS NOTEU O REVlE1NED FOR ��a RETAINED FOR RECdRD INfORMATION QM!Y ❑SEE IF CHF.CKED P80YE FA9RICATION MhY BE lM1DERTN(EN. TWS OOES �10T AUTFIORtZE GV�NGE$TO CONTRi+CT SUM OR TIME UNLE:.i STATED IN CHPNGE QfiDER. IF ChFCKEU BEt04V FABRICAl70N MAY N4T BE UNOF_RTRKQN. RESUBMIT CORFECTEO CAPIES. ❑RFVISE AND RESUBMI? JOB• VAIL FRONT DOOR REVIE`A'iNG15UP:lYFCRCONFURMANCEWITHTHEDF5IGNCONf.EP70FTHE pR0�:C"aNf]C!1neP��qryCE VV�7H TMF_Ii�dFCRhfATiON GIVEiJ IM T�iE CGNTRACT �OCUMENTS T iE LONTRAC.TOR fS RESPONSIBLE�OR DIMENSIOriS TO 8E � �� CGNFIRA�tED AM1u CGRRELATED A1 THE S:lE: FOR �YFDRA10.TIpN TN.4T � � ?ERTAINS $OLEL`/ T.O TNE FHBRICA�(ION PROCESS OF. TO 7HE MEANS. LO CATI O N. �METHGOS 7E"Hh�O(�ES SEOJENC'c5 AIJU PROf+EDURES UF CGNSTRUCTION. AND FOR COQR4tNATIGW CF?HE vVQkM.OF ALL TRAbES CONTRACTOR: HYNDER INC. �''— , Reviewed B ARCHITECT: �3tE d DISTRIBUTOR: AL L METRO DOOR & DOC.K SERVICES ��dP�s� P.O. NUMBER: JOB NUMBER: 0702280111 1.0 GENERAL 1.1 WORK /NCL UDED: DOORS AS SHOWN ON COOKSON DWGS.COME COMPLETE WITH CURTAIN, BARREL,BOTTOM BAR,GUIDES,OPERATING MECHANISM AND HOOD. 1.2 WORK NOT lNCLUDED: PREPARATION OF OR SUPPLYING JAMBS,LINTELS OR OTHER STRUCTURAL SUPPORT,METAL TR�M,ACCESS PANELS,HATCHES OF FIELD PAINTINGS.WHERE MOTORS ANDIOR OTHER ELECTRICAL DEVICES ARE FURNtSHED BY COOKSON CO.. ALL CONDUIT,WIRE,FITTINGS AND DISCONNECT SWITCHES ARE BY OTHERS.WHERE DOORS MOUNT ON IRREGULAR SURFACES,ALL CAULKING OF GAPS IS BY OTHERS. 2.0 CURTAINS 2.1 1NTERLOCKING SIfIT.• TO BE OF THE CONFIGURATION,MATERIAL AND THICKNESS SHOWN ON COOKSON CO.DRAWINGS.tN ADDITION: A.)SERVICE DOOR CURTAINS W ILL BE DESIGNED FOR A 20 LB.PER S�.FT. IOAD,UNLESS OTHERWISE SPECIFIED.WINDIOCKS TO BE FURNISHED ONLY WHEN SPECIFIED OR OPENING WIDTH DICTATES NEED FOR SAME. B.)FIRE DOOR CURTAINS TO BE FURNISHED IN STRICTACCORDANCE WITH FIRE DOOR SPECIFICATIONS FOR RATING SPECIFIED. 2.2 GRlLLE SECTION: TO BE CONSTRUCTED TO PATTERN,MATERIAL AND SPACING AS NOTED ON COOKSON CO.DRAWINGS. 3.0 BOTTOM BARS FOR DOORS Td BE AS SHOWN ON COOKSON CO.DRAWINGS. 4.0 LOCKING OEVICES UNLESS SPECIFIED OR NOTED OTHERWISE ON COOKSON�O.DRAWINGS ARE TO 8E AS FOLLOWS: 4.1 SER�/CE OR F/RE DOOR: A.)PUSH-UP OPERATED DOOR:PADLOCKABLE LATCHES MOUNTED ON EACH GUIDE. B.)CHAIN OPERATED DOOR:PADLOCKABLE CFTAIN LOCK MOUNTED ON OPERATIONAL SIDE OF DOOR. C.)CRANK OPERATED DOOR:PADLOCKABLE CRANK HANDLE RETAINER ON OPERATIONAL SIDE OF DOOR. D.)MOTOR OPERATED OOOR:NONE. 4.2 COUNTER OR COUNTER F/R£ DDOR: (ALL OPERATORS OTHER THAN MOTOR)NON-LOCKABLE SLIDING BOLT MOUNTED WITHIN TUBULAR BOTTOM BAR,OPERABLE FROM ONE SIDE OF OPENING ONLY. 4.3 GRILLES: 7.0 GUIDES 7.1 SER✓ICE, F/RE & COUNTER FIRf DODR GUIDES: TO BE FABRICATED TO THE CONFIGURATION SHOWN ON COOKSON CO.DRAWINGS AND CONNECTED TO THE JAMB WITH 3/8'DIAMETER(MIN)STEEL FASTENER5 AT NOT GREATER THAN 36"FOR SERViCE DOORS OR 24'FOR FIRE DOORS.GUIDES FOR FIRE DOORS TO CONFORM IN SIZE,CONFIGURATION ANO THICKNESS AS REQUIRED BY FIRE DOOR SPECIFICATIONS. 7.2 COUN7ER DOOR AND GRILLES: GUIDE SECTIONS TO BE EXTRUDED ALUMINUM CONFORMING TO CONFIGURATION AND DIMENSIONS SHOWN ON COOKSON CO.DRAWINGS AND COMPLETE WITH REPLACEABLE WEAR STRIP. 8.0 HOODS-FLASHiNG AND DUST COVERS WHEN SUPPLIED BY THE COOKSON CO:WILL BE MANUFACTURED TO THE CONFIGURAI'ION,MAiERIAL AND GAUGE AS SHOWN ON COOKSON CO.DRAWItJGS.HOODS FOR FIRE DOORS ARE FABRICATED TO FIRE DOOR SPECIFICATIONS. 9.0 OPERATION 9.1 GENERAL: A.)PUSH-UP:BY MEANS OF HANDLES OR FINGER LIFTS. B.)CRANK OPERATION:BY MEANS OF A CRANK HANDLE AND A TURNING EFFORT LIMITED TO 100 IN.LBS. C.)CHAIN OPERATION:BY MEANS OF AN ENDLESS GALVANIZED STEEL CHAIN.MANUAL EFFORT LIM�TED TO 30 IBS.MAXIMUM CHAIN PULL. D.)MOTOR OPERATION:BY MEANS OF A MOTOR DRIVING A SPROCKET AND CHAIN ARRANGEMENT.MOTOR OPERATORS TO BE COMPLETE WITH AN EMERGENCV MANUAL OPERATOR. 9.2 FIRE DOORS: ARE TO BE OPERATED BY ONE OF THE AFOREMENTIONED MEANS ANO,IN ADDITION,CLOSE AUTOMATICALLY UPON RELEASE OF AN APPROVED HEAT-SENSING DEVICE. 10.FINISH 10.1 FERROUS ME7ALS: ARE TO RECEIVE A FACTORY APPLIED COAT OF PRIMER AND IF ZINC OR CAOMIUM COATED,A PRE PAINT TREATMENT IS TO BE APPLIEO PRIOR TO PRIMING. 10.2 CORROS/0N - RESISTANr S7EEL: TO BE FINISHED AS NOTED ON COOKSON CO.DRAWINGS. 10.3 NON - FERROUS ME7ALS: TO BE F�NISHED AS NOTED ON COOKSON CO.DRAWINGS. 3 NOTES: 2 1.)THE WALL OR JAMB,TO WHICH THE DOOR OR GRILLE WILL BE MOUNTED,MUST BE CONTINUOUS FROM FLOOR OC D6/13/07 TO STRUCTURE ABOVE. A.)PUSH-UP AND CRANK OPERATED:CYLINDER LOCK AT BOTH JAMBS. 8.)CHAIN AND MOTOR OPERATED:CYLINDER LOCK AT BOThi JAMBS. 2.)ON DOORS UNDER THE HEIGHT OF SEVEN FEET, CERTAIN REGULATIONS REQUIRE PINCH POINTS ON ALL 5.0 BARRELS CHAINS AND SPROCKETS BE COVERED.AS AN OPTION, DEFLECTION LtMITED TO.03 INCH PER FOOT OF SPAN.OIL TEMPERED SPRING TO BE THE COOKSON COMPANY WILL FURNISH THESE COVERS DESIGNED TO COUNTERBALANCE WEIGHT OF CURTAIN.SPRING ADJUSTMENT BY WHEEL AS SPECIFIED. MOUNTED ON SHAFT JOURNALING OF GREASE-PACKED BALL BEARINGS. 3.)THIS SHEET IS DESIGNED TO NOTE"GENERAL 6.0 BRACKETS SPECIFICATIONS"fOR STANDARD COOKSON DOORS. 6.1 SERVICE, FlRE, GR/LLE AND COUNTERDOOR: DOORS DESIGNED FOR SPECIFIC CONDITION(S)SHALL HAVE UNLESS OTHERWISE SPECIFIED OR NOTED,TO BE FABRICATED FROM STEEL MILL ADDITIONAL NOTATIONS ON THE INDIVIDUAL SHOP DRAWING WHICH THAT DOOR APPEARS. PLATE. CHANGES TO THIS SHEET WILL NOT BE MADE. SPECIFICATIONS AND DESIGN CRITERIA FOR COOKSON ROI.LING DOORS NO. � BY � DATE ORIGINAL DRAWING REVISION OOKSOrP ROLLING DOORS ��8:VAIL FRONT DOOR �ONTRACTOR:NYDER INC. ARCHITECT: DISTRIBUTOR:ALL METRO DOOR 8 DOCK SERVICES DRAWING NO. 0702280111 � OF �� MVTUh(INtUKMAIiVrv• n 1J3 H.P. TBD VOLTS TBD PHASE HOOD PROVIDED: YES MAT'L: ALUdY1JN1d STIGI FINISH: CLEAR ANODI D ��-'�� j,�� ,/� 1�u Cr� �t �7/I l�+k- ��¢� '�i/'2✓9-eJ5 5 Gi'.i".• �.i�L( Yl�� 19• 1P ❑ �� ,/�`1 >`- � `_ y� � ( i i i i i �i i . \ HOTfOM i i GRILLE PATTERN 5014 M92 � SEE CURTAIN DETAII � i I� � 6� I i ' � �✓oll�yA�1� ' 1 a �IE 4'A' JAMB OPENING WIDTH 4' � � 4'-1' GUIDE P NING WIDTH 2 112' �\�9f' ole' G•�.�: STEELANGLE GUIDE DETAIL TYPE 1 AL MATL: ALUMINUM PINISH:CLEAR ANODIZED , �, � GRILLE �� -�►P..� �li � ' �,�I �p a .. � �� vk°aawr ` SEE No7ES NOTES: 07.GENERAL SPECIFICATIONS SEE SHEET 1. , 02.APPROX.WT.OF DOOR IS LBSA47 03.THIS DRAWING COVERS GENERAL CONDITIONS,OIMS, AND SPECIFICATIONS ONLY.DO NOT USE FOR INSTALLATION PURPOSES,INSTALLATION INSTRUCTIONS T • t9' AND D�MENSIONS ARE INCLUDEt3 WITN SHIPMENT. . � �g• 04.ALLOW ADEQUATE ROOM FOR WIRING MOTOR. � O5.PROVIDE 1 NEMA 1 SURFACE PUSHBUTTON{STD). — g• � � ��,.' ,�i .. . f. .i ?.�l�.C'J J�.,,S-1'{%� � � • � - �..�J lJtn.':.�'S��i i �+ � y .. .. . . .,. �.. . . .j.'.�.�i�tJ. z . .. z � � � ., �l�i� w _ _ .'.. � .�. r a � � � - . r.� ; <<, :�-: ��1j,, � . �EMERG. � .. . . . '��. U HAND . _ .. ��s-,�==:�..-b��-�°' CHAIN i >, t , `'; � _ � �'1 �� . �i.H"�"L+i6w...o�^�� „�?'�i,i£.3:� 1NSIDE � . _,...�. - \ . ... --__,.s.�.�.�,:.�--.....e._.._..., _ �� DIMENSIONS AND CLEARANCES AS NOTEO BY ASTERISK( �{AUST BE FIELD CHECKED. FINISH FLOOR � VERIFIED BY: ON: MAKE HAND ARCH.MARK DOOR MARK ' ��,w�r� /�ir�� I�� 1 D134 R71 /� AS �RY WALL SHOWN CONSTRUCTION � 1 3!4' � 4' OPPOSITE 1 I ' � OC OB/13/07 ORIGINAL DRAWING '► 1 �. _!. �� ` NO. BV DATE REVISION ��2� I SAFETY SWI7CH�U� � 3�� BOTTOM BAR DETAIL `� MATL: ALUMINUM <�'�iy,. FINISH: CLEAR ANODIZED ,�. grj% BOTTOM BAR LOCK 2 3!4' �,PE LOCATION IN OUT BOTH � STD CVLINDER a a a VER MTD BELT DRIVE MTR OPER a � OOKSON ROLLING DOORS GRILLE CURTAIN: WNB2 5l16 0 RODS: ALUMINUM LINKS: CLEAR ANODIZED JOB:VAIL FRONT DOOR TUBE SPACERS EVERY FIFfH ROD CONTRACTOR:HYDER INC. FINISH: CLEAR ANODIZED ARCHITECT: DISTRIBUTOR:ALL ME7R0 DOOR&DOCK SERVICES FACEMTD DRAWINGNO. 0702280111 s oF „ 6' �� /i/� mv wrt mrancmn i v�.- n HOOD SUPPORT 1/3 H.P. TBD_VOLTS TBD PHASE CENTER OF DOOR � BACKIN6 BY OTHERS—� , STEEI AN( GUIDE DETAIL TVPE 1 AL MATI: AIUMINUM FINISH:CLEAR ANODIZED — GRILLE HOOD PROVIDED: YES MATL: PktlMNkMA T�k� FINISH: CLEAR ANODIZE� ui GRILLE PATfERN 5014 M92 SEE CURTAIN DETAIL 1�'•0` JAMB OPENING WIDTH 14'-t' GUIDE OPENIN6 WIDTH �J'+�h.: �i-LP�'�� I��s ��iz�.�� {'��`„o.c_.., 5 ee. ��+�� i 19`— ts' ❑ —Tti �.-,—c_' �I'1 o� �'` J�- y" ��11 � i i ' i i s" i \ I I I 1 �BOTTOM � BAR i i ' i U�EHA N ' INSIDE �FINISH hY00R r C.C,-�(-C l�v� 1 ,n��,�..:5 �IE MAS ALL �� `�1'Yl(�� CO TION ._/�� .w �...� ,3/4� ,� `/��B(7/1% D/1 �}`o��v W � a• CO�(!�'/ SAFETY S W ITCM'� BOTTOM BAR DETAIL MAT'L: ALUMINUM FINISH; CLEARANODIZED BOTTOM BAR LOCK I^ �—p y4" .n,PE LOCATION IN OUT BOTFi STD CYLINDER Q Q O II VER MTD BELT DRIVE MTR OPER �py�e, �5 �D� ��d / ��. or�e.�Z �r 6.e� �� . � —SEE NOTES NOTES: Ot.GENERAL SPECIFICATIONS SEE SHEET 1. 02.APPROX.WT.OF DOOR 7S LB9.o58 03.TNIS DRAWING COVERS GENERAL CONDITIONS,DIMS,� � AND SPECIFICATIONS ONLY.DO NOT USE FOR INSTALLATION PURPOSES,INSTALLATION INSTRUCTIONS �g• AND DIMENSiONS ARE INCLUDED WITH SNIPMENT. �r� 04.ALLOW ADEQUATE ROOM fOR WIRiNG MOTOR. O5.PROVlDE t NEMA 1 SURFAC£PUSHBUTTON(STD) . . . . . . . .._, .. ... . �� : . . . ..... . : . .....,IS. � ...._ ... � , . .. . .. ' .. ...4. Z � . . � ...� .. . ..... z : .. w , � ao. ",.,.,� . ;;_��, a .. u� _ '. . � , . �,.. -p--'• �"».. a��¢o0I � .I.I � p 4 _.�..:. .... . , .«.._.�,_-.�.�.... _,��.� � DIMENSIONS AND CLEARANCES AS NOTED BY ASTERISK( }�IUST BE FIELD CHECKED. � VERIFIED BY: ON: MAKE HAND ARCH.MARK DOOR MARK 1 D1216 R10 AS SHOWN OC 06113/O7 ORIGINAL DRAWING BY DATE REVISION � OOKSON ROLLING DOORS GRILLE CURTAtN: 504/B2 51169RODS: ALUMINUM LINKS: GLEkR ANODIZED ,JOB:VAIL FRONT DOOR TUBE SPACERS EVERY FIFTH ROD CONTRACTOR:HYOER INC. FINISH:CLEARANODIZED ARCHITECT: DISTRIBUTOR:ALL METRO DOOR& FACEMTD nw�wiN�NO. oTOZZSO,,, SERVICES 8 OF 11 � T`w s- C,rJ � . � �;�,�,r,�,� �'� �.}�- .s� �. a7�;�',y"�— S�e. ��.v�o� �'�'��' MOTOR INFORMATION- H ��'/f, �� 9�� 1/3 H.P. TBD VOLTS TBD PHASE � � (xdM te� — 9 �/�' � .--�--- --�— .� HOOD PROVIDED: YES MAT'L: AL.�/MNNFiMi fYGI FINISH: CLEARANODIZED� GRILLE PATTERN 5014 M92 SEE CURTAIN DETAIL � � �` i � ii I I 1 I BOTTOM BAR J+,q � � i 9IE 13'-4° JAMB OPENING WID - - �, s . w� 13'-5' GUIDE OPENING WIDTH � � STEEL AN( MATL: ALUMINUM \ FINISH:CLEAR ANODIZEO GRILLE � � EMERG. yIP ��' �HAND 7� " �cHnw INSIDE FINISH fLOOR � GcI..��%L.v[ � G�:�.�l�../� . � ��_L �P1u�1 �� 1 314' C � \ � 4' � � FEATMEREDGE� - FETY SWITCH BOTfOM BAR�ETAIL MATL: ALUMINUM FINISH: CLEAR ANODIZED BOTTOM BARLOCK �. I 2 3�4, �PE LOCATION IN OUT BOTH STD CYLINDER 0 � II VER MTD BELT DRIVE MTR OPER -SEENOTES ry��=�� Ot.GENERAL SPECIFICATtONS SEE SHEET 1. � 02.APPROX.WT.OF DOOR IS LB9.012 - 03.THIS DRAWING COVEftS GENERAL CONDITIONS,DIMS, � AND SPECIFICATlONS ONLY.DO NOT USE FOR INSTALLATION PURPOSES,INSTALLATION INSTRUCTIONS �g� AND DIMEIJSIONS ARE INCLUDED WITH SHIPMENT. 15• 04.ALLOW ADEQUATE ROOM FOR WIRING MOTOR. 05.PROVIDE 1 NEMA t SURFACE PUSHBUTTON(STD). Oii� �Tl�N�..R..4.�.:!J.��::e�'�,.-�. O� � ��` � i�. .. y. '� _ : a�, � �� ' � � .. .. . . .. . , �:J. Z ,� Oi . - . . . . �~r"�� ..,.,.. •p U - . .u.,._ „� ,.�_�-• - - � : , . _ __ m � _ ___ ::d095,�o-P��,,�'_� _:�� DIMENSIONS AND CLEARANCES AS NOTED BY ASTERISK( y3w1UST BE FIEID CHECKED. VERIFfED BY: _ON: MAKE HAND ARCH.MARK DOOR MARK � D100D R9 AS SHOWN OC O6H3f07 ORIGINAL DRAWING BY DATE REVISION m OOKSON ROLLING DOORS GRILLE CURTAIN: 50MD2 5116 0 RODS: ALUMINUM LINKS: CLEAR ANODIZED JOB: VAIL FRONT DOOR TUBE SPACERS EVERY FIFTH ROD CONTRACTOR:HYDER INC. FINISM:CLEARANODIZED ARCHITECT: DISTRIBUTOR:ALL METRO DOOR d DOCK SERVICES FACEMTD DRAWINGNO. 0702280117 � oF „ � a ',:3 "��.: i " � . 3� ; �4 x �� -�. �' � �� t� ! �vt� J Y � � � ,- � :•. af�a r�� s � � �z�' .�,�� z - � � Y ' � � r: �� ,�;. ,a.,k�, a��r" � "S,`""�Y� 4,c � n.:� �=r��U�x�� '�.j„ ;�� r�=`'.'� �� d�� I�.��r�i� �� 1� F ��+��Q�� i��,r ��x ��'.4�� E `�� .v �' �"�,r4 a�^: �c e' l ��'ts ��m � "'n� ,a � � � E � 1 3.y �� - e ��e � ay+ & y�µ�� . � 3�� "� r,r� _� ,�n� .'} �'� �d �� . �e a � � ,� � y��i ir� t� �j° t� +�»,,� �r _ z �' a f't H� �. �'n��f y . ��,�- , � SO��W'F�3*�IU��il��'l[�� ;�'. '�i� - k+, t'� � � � � � � � � t. 1 r � L d S rv�� t�,�tn�3F''3.�i.-'b' ' ��, � O. `'W `y�k ��u� a �' - t /rp (1y�ICL�yt�µ�{ £� >d '( , "�,.`5.� r �4' ��K711k�Y r(ALYri�� v�l. � �� . � Uh 4 � !�i I IIII fl � II��" �i � #i � ��I �� r ; 3 �. �s 4 thn a s n ' ��, I I -. :� �� \ ��''._�� ,.��t � ��F YY1�� }�3 ', : � � � �'�'' � ,'� ��'��`��J�� C}�'��t��5 ' ''� �'" �,3.� < �. � ,� � � x �� s� _ . ; � a� - . :si �� . y� a � r � �� . . - � e " �, � '� ��;' � Heavy��r Al�t�tt�tt�rr��Xtrtt€��ttdes�B�a�� ,' � �, � � � � > , U ' , � ' � ' s . � : � , � ;.�� 3,�, Ch01��FSf Fitit��e� � � ; , °F �v�' k�I l �� Y, :h��b �f�� '��fF'E "V.S'.�5 �; „ _ � T v` �y �« p.. " , � , , , � fi,�'� �'�''!�� ',�V�Y��l��i��' ��'' � �> � a : v '� b Y ��,�� /c�la��#�ir��3��f�n��rd�`�n�Qrs '�� . 9 . � �� . �✓ &� 3�' �y *w� x . � '� p��. , �� '�� ^ U � g �� ' � x Ra s � �� e{ � r�, � . . � � �€ � 3� ��;,�' � ChQICE Q��Bfr`�tCfl� �n�¢ � �•'. � � �� 15�1 �}�?x��r��t��,��OC��} '� 3 9� ., . � . N h � �� 33 � � � (�{y� E 3 3. ��"' � �a�`� �UkwJC 3a � ,a �� s :�`�� s5,�� 3� —E` �`� k^F"�_ :�' a� i� s�. ��v l .��.4r.Y��i��.�fl�� i�F�,E,� � �� ,� , '��n+ � ,a l „ . k� '��° � > T� : , a ` G��f��t�i��nt��q gniles �r�<�rt ex��?A(e of Go�ksor�s,��c�m�r��ed , � , , �p�n��n��Ifi�and va�,e t��us�tb�Y hau�be+�r��n�rru�aetur�tl - wi�h y ��rrre pr�ven rrraterials a��g,r�s f��,��s�es�'��t�riCle curtair�s � . : ar��$��'�t��r�i alurn�nur��€�d��t��tkr�r�t�1h��eods and the � ,�v�� nl�s��tGil 4,�"��ig"�f��ek�I�m��tr��a��> ��inrt�r�auge `�r�t�k��ls "Eh�alur��num eick�u�ed�uid��and lm�t� s�r�sU[I��d� , � , rs� r � � �� a��uy�Il�� Y�r�G��1 h��a shea�e��[i� ��,.��c�f�`,�6t�€�,,.: ;��:r�rtlt� � ` : ;:`��., ;�y .� r.�� u+.a... .. . ':.. .. .....', � F� �"' �� ,a�.� TYPICAL DETAILS f'-8-�} i'-B� �`8��+� }•—B � � ;� I� � � I I \;'` y (�' � �sri�` A etlA'� � L `� � � � � }� � � E � � C D i � � E � g�qq� E � � �i �S emroM ePx E � � � T_ __L�R�R._..._...._...___'____._.. 6RILlE ELEVATION PUSH-UP SECTION CRANK SECiIDN MOTOR(BECT DRIVEj SECTION MGTOH.0.LTERNr�iE MOUNTING .:a,enr�r,mN .weoaawoix �anEaee�s 51h'�q toi6'NAde 6�Ft aer 16'Wids 5.�.� �.— —,.4 2�/2' 2�/�' —� tqop I � , I 1�ht t+l� s-vr ai2' TYPE N0.1 tlADE_ �,/� 7YPE ND.2 GYADE A4�SOH1Y SI� ��x t2' �i� w� I�—*I 1�F ooicson� 5• �� 3•�m,s�W� 4'ouer i 6'Wltle Ff10E OF WALL GUIDES BETWEEN JAMB GUIDES MALL INSTALLATION ELEVATION � Dimensions shown are for initiai design.For final design and specifications,visit ;X;; >r��;; �� ..,, ,: a_ - �. , ��,z�o� � � � . �. � � � �`� � � �,. �:�� . �� _ - �� g � ` '� ��r� ,� �_ � � � . � � �� , ��.. � �af �� ; � ,F � �� >' j��Es �; �:r.� � ° �� b � - - �.,_`�m"°+_. �,�� . � �� §�q,�$� <<. �'� ��a�� , _ _ .� _,_ � � �, �� . � � °� �� . r �� ,� � � ,�5��.��t�. . �� 3 ��- g �� '� � :� =�, ., '� � � �z�� h ��f� � ,��v � �� _ � � �� ,� , ,,, � E� �,=u �°�� .�� < , �, �, �� r�� -� �� # � �,� � ��,� ` � P 9 , ' ��"^�ti. '. ��s � ,� �Y'e• '� �"5 4 ��i.,F€r1 £- 3 *s ::e�w Azz��"�s�,. .,l,�a. ; 1 >r $� Y� � � I II�I � f �-� T �p /' ¢. �4.` I� ,' �, �� RY �a � �,y�� I '� 5^�3A� � �{f"��' E h . ,� `F�, . . _ ' p� �� 1 �1 �� 4 - t�y'� s i3 � � �i �,r � r > � �� - � a� ��, �� m � .��c"��' €'"�`r#��' Y �` ? ,<,,,,'� ..,, w�,��e u ..: � � L%+�� •nr � � � � s ��n �: � ��0��!/Ay��A��A ' � �', � ?�� F— ��i�YC�iFY�� ' � � F �'� ��, W � ��0��■ � � ��N�� '1 A e.�- .� �` �� LL ��f�'� '��ffi��(�7 x t Z ��'��iJL1 � �.-� � � �� z �w€� ��. �� ''.7 t`�'-� �w��'��1 " CYI W . . .. . . . ,.n�.��e. ,ra t ';..:,, s�r...'�-�g'"-,n' Z �� "�R��. i�l . .. � � . . . � � ��. � ��yry��_�, � � .� . _ :o9YiMYiY9ii:]Nl�6;1;�vYi�� . V, ' .Y�f■iil.�i.�7■i�il�l.�.BlN� � . . Z YY�9■..l�li.CJ9l�Yfi��O#sY�� z ��#�� W ��WA�M�� ■ ' 1� ' 1 I q ��s�n: �� ■ s � i � � •� / � �� n�� ■��ro■ � ��M � � /� � ��) UPENING WIDTH IN FEET ,�'/ ' � ��1 �� 1� � �� *�� ,� �� Component Dimensions �� ff��,��:, �°re� Area A B C D W X Y /' f �.�;,� �� z `� /�� i � .a .o � ��/'�u �'�� .� .� � �°�� ,�� f��"�� .� � .� ,i / � :� �� .� � �j��1;�� ;��`�� , :, ., ., .� o , � � � i.��'��"d�``��y�� o e .e e o ,� �/� ��" -� � .�"" �� ,a •e .� � j,,�� „ , , . , ,� ��c��,a�.�� t° ' 1 1 e i ��,��/�� ,�'+ � � 6 .I 1 � ��;o•b•»`�� ..�.";�.��4�� 1 f e/ 1 �1 ��/ y� �� 1 1 .9 I 1 �� .. 1 / 1 �1 1 �� ?�� " � . �• � , ,,�i � � s�E�' , ��. f f f • � � r ► ► . r • All Cookson motor operators are listed and available with various gear Control Equipment reducers to fit every application. Ali Cookson Gearhead and Belt Drive operators are furnished with factory Gearhead Operators pre-wired controls in NEMA 1 enclosures, complete with over current protection,and a NEMA 1 push button station marked"Open-Close-Stop". Bronze cut worm gears in oii bath enclosed in a cast Most of the operators also include an emergency chain operator.Optional iron enclosure,the gearhead operators are used in Controls and other NEMA enclosures are available for all Gearhead and industrial or frequent usage applications, more than gelt Drive Operators. 15 cycles per day.The standard mounting for these operators is vertically in front of hootl, but they may also be mounted horizontally in front of hood. Midget Operators Gearhead Operators can be used on all doors and Cookson has developed a miniature Y6 H.P grilies. Gearhead Operator for all Counter poors including for small doors and grilles to be cycled 15 times or less Counter Fire Doors,FD10,SD10 and FD10ST models. Its cornpact design provitles the convenience of � � each day,use'/z H.P.limited tluty motor operator. For motor operation without the bulk of a traditional � � larger and more frequentry cycled doors use Y2 H.P.to 3 � � motor operator. � : � H.Pheavy duty motor operator. Belt Drive Operators A gear reducer of roller chains and sprockets,these operatars are designed for commercial use.The standard mounling for belt drive operators is vertically in front of hood. for smaller doors and grilles to be cycletl no more than 10 times per day,use'/z H.P 115 volt limited duty motor operator. - For doors and grilles that will cycle up to 25 times per day, use Y,H.P to 1 H.P heavy dury motor operator. : `� � _ . � , ,� � ...�.. :�. , u.. Electrical Enciosures 3 Button Push Button with Key Lockout Loop Detectors All Cookson operators and electrical devices Provides the convenience of a push button with Autornaticaily activates door by automobile or are furnished in NEMA 1 general purpose the security of a key station. other vehicie. Can be used to open, close, enclosures.Other enclosures are available for Key Switch reverse or hold apen a door. special antl unique applications. Requires a key to operate the tloar Photocelis NEMA 4 Broken Beam of light activates,reverses or holds Waterproof Pull Cord Switch For exterior or wet instailations Allows operation of ihe door from a forklift. a door open. Radio Controls Motion Detectors NEMA 4X Detects motion in a specified area and activates, Corrosive Resistant Waterproof Allows remote operation of a door. reverses or ho(ds door open. For wet corrosive environments Motor Starters NEMA 12 Cookson operators are furnished with a standard Cardkey Station Dust antl Oil Tight motor starter as part of the motor operator. Open door by use of card key. For heavy or tlirty intlustrial applications Remote and combination starters(motor starters Timed Controls NEMA 7/NEMA 9 with built-in disconnect switches) are available Usetl to automatically close doors after a period Explosion Proof in various NEMA enclosures. of time. For explosive environments Automatic Controls Special Applications Electrical Contrals Cookson operators can be equipped with The Cookson Company has engineering capabilities Cookson operators are furnished with a standard automatic controls for ease of operation and to design an electrical system for any application. three-button control station,open-close-stap. high cycle applications. For information on specific applications,contact the Many other control devices are also available. local Cookson Distributor. The Coc�lcso�n Company 1UL/16/2007/M4N 08; 04 AM ��CCOG FAX No. 9704681208 P, 004/004 •� 3ap(o- 00�.,� BC�G, .�D`� . owN�2 •_ c_ca"� � �-�-� � � .� �� 1-�i -a � � � . � � Nar�hw�Cvtorado�Cou�n+cil�af��rr�rnmer►� To . {.,t �� E�,�VA7'OR P�RMI'C APPI.ICA'FT�N �m �� ' � . permE��#�`?: 1 c�� urisalct�ian ��wkl c� �/:�. � - � 7ata1 Fee �� Dat�s Pald ��l-o R� �[pt# 1G�f�1�� '�°f��-- , pt�n R�viewed at�d Ap�roved by D�te�ssued "�/�n �' This sedion ta be ocmpleted by NWCC4G , Pen�rt�pitat�an pate '�/�-�� . **p1t�h�fativvrring must be complet�ci py.#►e eteva�or corttraci�ar**� � Inaac�urat^�s,ittegible or misstng lnfot�n�tlon wilE cat�s��detay tn the�pp[i�a�lon prooess. . - - Please campl�te a separat�apptica�on pex cvnveyance. � Jurisdiction�uliding Pe.rmlt# •�� ""��r 7ob Address � 1 `. �.. � G � � 't�� , �. Bullding or Hameornmer'�s Nam�� Pt f {�S �'PU ri� �0�7 f�, � � � � � � . dw�er Y-Ac 1�,, t�i�.S�3 R.'j"5 ��..t1 P.�O��'1f�'`��: �0'��-��.�i -- . . r�mr�aaa�ess 13"-t ��.nc.�ma.ia.�K Rc�c�., �v n n � �f�. `�.1.!�.20 _ _ . :�t,oc+e# G`�d- ��-�-� - �.S 35 . Fax� G�7 b ~ 4��-i- s �S�-S - Eleva�or Ca�cbor � S��l�.r ��V Ot�'�C� � . t�a�a�d�� P C� � �x. u-5 C� c7 a.��z G t� �t�a� 31 � . . ' Phane# ��0 ��- �1�� , Fax# ��a'' �3"�,� - �� oC� ' . ' . *Permits `re[r+�rre ear fos�n�i�l�ns nci�uc mo�rths g�r a�eraiaor+s*� � New Ir�tal[a�on Uni�or ContracE# ��11/ �c��-�m � Alte+ratio �anit ran.nat/�r�tr�rned ta sen�ic+e urr�l!/nspec�ed anaF praved by NNrC�Dl�J � aescr�ae wa,r[� �i�a t` n. o r 'G � ��z7� � at L � N�`i�CE ' NEW INS'�'J�LIA7Yl?N FEF.S ' •I f1�17c'.by[Je1MY thdt I have[�P,.ad�f1d e)OmlDed tlli5 dppC�Cdtl0i1 Pd.�"�f!$�01'fi1B1�e[eVd�DCi 1u\I��DCr O101t�iig VlfaliC � • �. Afld�IGMY tl12 5�3[I'1B�!D f/@ trU8 a{'1d Gb17'�. /�pt�D'Y�0�15 Clf �P�D S�Id��O�Yd�l�011�'��.QQ • 4d.WS 00d Of�Iki�10f'S QOYCI'{'�f1g��{1�S RYP2 OT lAlpC'�C Mf��78 �$3��Gf V3�!l�dCl s��.��•�f01'�1 - . ao�s�piled wRfi rrhetf�el'�he�'�tn C�not T�e ptandn9 d' �1,a00.Qa OC fracxioh�e0f Ov�er$50,OOa.00 , � a perr�lit d0�5 not pc�sn�t0 give authoCity t0 Y101dte or Cacloe� ' - the�stotts oF anY oit�er stabe or bcallaw regt�dt�g 1�Pumbwa�er ar pr[vabe residence�r. ' or H�e perfamanoe of�oitstrudtion. Up bo arM indud'ax�$24.000 of vak�adon=��50.00 • Over#20,000 af valuatian=#�50•00 ptus#3.00 fd'e.ach " . . � ' �,)�� $i,000.00 or fiact�on d'►ereal`anrer$20,flC0.G0 r��_�E " oF C4c�acUor or authar�ed ager�t Ddbe ' . �. Fees fOr m�ja�al6�ratlo[�s sfiap be as 5et fortft in Table 3-A aF tRe • � Unifam Adrr�ablve Gode or Table 1�. s�r�atur�e o�om,� c� `��-�j 1 (»..�C� " � � v,a,�u na -e-e... = .�S Ca ,C� �lavata plan revtev�r and f�dd�upe�ctior�s wiEl be oond�i by the Northw�st Cdorado Cxwncil of C�r,vemment5. Plarts.rritl , be tanrrarded bo NWC�COG for.r+e�n�w anci appivval. Sc#�edcde Inspedio�by oo�cd I�� upect+a'at 97R-468,0295 ext 108. Please make d� bte to MNG'�OG. ' JUL 1 1 �Q07 � � �� JUL/16/2007/MON 08: 03 AM N�CCOG v� �, FAX No, 9704681208 P, 002/004 � . � ��.�30�-ob�t 8�� D . � � -_ � � aare b�ru,�c,Q�= - Nor�hwes�Coiorado Count�l'af Governrne�i� To �W�t �o�,e�R��►TOR P�Rl��T AI�RLLCATIOi�t �m � P�rmit# C��:� 11�� , . surisdic�ton `��1 -c� /�A� Fax# /D��d''7� �.°�� . . Total Fee_ ��,,,,,� Da�te Pa�Ed -1(�� Ret� "p�# � P[an Reviewed and Approved by ate Xssu�d �/•�-�~7 •Thts sed3on ta be aompleted 6y P[WCOOfl Permi�Expirdtton D�te "7-��-a$' _ ' . . **AU the fvltowing musC be cvmp[e�ed by�#he eteva�r cantrac�ar�*� � xnaa:urate.ft[egibte or misstng inforn�ataan w[I1�ause$c�etay tn#�e app�lcaiaon prao�s. � � � Please eamptete a s�para�te appCcation per aonveyarice. � �ur�sdidtian B[�itding Perrnit#� . �� d~ �a�'� �oh addt�ss � i�i �, �.[''nX1� � �.. � C� �� . . 8aitding or Homeowner's 1�[a � �1 �,-r S ��"�1 ri �O b fZ. � ��` � : . o w r r e r � ��i L �,e.s��'s ��.v 2.I�p r�'1 t X�. Gr�r��oi-r.�.�1 . M�ii'�g Addr,ess �'�� J�G.�'lY'Y'y.CA f�.�. �rU[x.�, �17 D 1'�r. �� ,l.�D.Z.� . � -.�hone#_�1 O ��-F,, � �S`�5 , . �ax# ��7� $`-1� � �t�� -+'",-r EleYata�Contrac�ar � SS P�1�.r' ��V 0�'C3 f� Nfailing Address �C� "�� -�Q Q ��, �C) �,� lp �) � . Phvne# ��O ��tS� �1��, _ _� Fax# ��d^ �'�•� - '�� C� � � • � *Permits ex ire oate oa�fur n�v+r ins'L�l�atio�rS�nd six mo�hs for s�erations� � � N�w Zn�a�tation uai�or Goni�aCt# �1� ��t'�� Alt�rabloes (rrnit canno�6�reG#rrrr�ed�t�a servla�tas�►1/nspec�l and apprrav�d'by NWCC'4G� D�riE�c Wo.rk�l�1 � J�O S'� 1�1�C:�.�'Cx,1k�'l G ��O�'� c-� ��, � . r Nd'i�CE ' NEW YNS7ALLA'i�ON�EES � .Y F�y oertify ti�dt I have t+ead and examiaed this appUca�4tt Passengrer ac 1'natght eler�R�or,�a�Ta.�aiaboe'i�1ti9�� . - �- arid W1ow fhe same t�c be txue and�,prt+ect. /�l proartpqts oF llp tp and ttcltx�'�50,000 af�ratuatjon=�350.00 . , laws and on�ipatloes go�v�rnirrg•this fype of w�xic w�i be O�'$50,000 d valuatfon�$350.00 plus$6A0 fot'E�3th • . tot�ed with wheth�'�ed bet�ein a nat. TI'�e 9t�ntin9 oF $1.000•OG 41'fraction ttx�+eof o�rer$50,000.00 � a pem�does t�ot W�st�ne ba giY�e aut�a4ty Uo�lolate or t�loet � - the provtsior►s of any ott�stabe or bcal law regtdating 1�►Dtunbvraitier or ptSv�f,e��esiifenae e[ewaCor: � ' or tt�pecfiormanoe of�or►. up to sr�d i�lud"mg�20.000 of vatvation=s�zSO.00 �r►er�2o.000 of traivati�ot�=$250.Od plus$3.00 for eadz ' . ��-7 #i,,00a.W or Fiadion t�reof pvex#�4.000.00 . - of tfirRrac�or or auttlotized apent Uat�e � , - . . ' � � Fees Fa'malia alGerat�s sfiait be as set fatttt ira T'able 3-A c�the � Un�ornn AdmrNsdaqYe Oode or Tabte X�A. , SEgnat�re d orvner Date � r r r � �.v.� (� � ' �. . - vn�u �zaN ��>> � ��.� ; � �� ,C7 C.a � E1eva�or pta�review ar�f fi�d Ic�ipns wlll be�ty tl�Norti�v�rest cdarada Ctyur�t c�f Governme�ts, ��nfiU . be foNVa�dec!ta NWCGOG for r�riew and approvaE. Sdteduie�on,s by aocifiading the � ��i�.�at 970-958-0295 pct 108. P'{ease mak�e d�dr; b!�to IVINQCOG. � � J��. 1 � ��3� � �� •d�,� � � TOWN OF YAI� ` Depurtment of Community Development 75 South Frontage Road Uail, Colorado 81657 970-479-2138 FAX 970-479-2452 www.vailgov.com FAX COVER SHEET To: Matt Royer Company Name: SAFEbuilt Colorado Fax Number: 970-328-1791 Phone Number: 970-328-1790 From: Charlie Davis Chief Building Official Town of Vail Community Development Department Building Safety&Inspections Services 75 South Frontage Road Vail, Colorado 81657 Phone: 970-479-2142 Fax: 970-479-2452 Comments, Notes: Matt, Here are copies of elevator permits received for the Front Door. 2 permits are for Bldg D and 1 permit is for Bldg. 6. These are for your records Thanks, Charlie Davis ��• RECYCLED PAPER 1� Confiirmation Report — Memory Send PaBe : 001 Date & Time: Aus-O6-07 02:O6pm Line 1 : 9704792452 E-mail . Machine ID : TOWN OF VAIL CONNIUNITY DEVELOPMENT Job number . 380 Date . AuB-06 02:05pm To : E93281791 Number of pases . 003 Start time . Aug-06 02:05pm End time . Aug-06 02:O6pm Pases sent . 003 Status . OK Job number : 380 *** SEND SUCCESSFUL *** �' 'TrOWN OF VAIL ' Dcpaa-taaztnt of Commusaisy Dcritlopmerzt 75 Soush Fs+osstagr Ro4d Yas� Colosad.� 81657 . 970�79�I38 FAX 97o�7A245Z zuu�z.�vazdgov.tom FAX COVER SHEET To: Matt Royer Company Name: SafeBullt Fax Nul'nber: 970-3Z8-1791 PF�one Number= 970-3281790 FrOm: GF�arlie �avis C�IeP Bufldf�g OFlicial � Town oP Vall Community Deveiopment�epartm�nt Building Safety 8�Inspectlons Servloes 75 South Frontage Road Vail, Golorado 81657 Phone: 970-479-2142 Fax: 970-479-2452 Gomments, Notese Matt� _ Hera are two rr�ore alovator permlts receiv�d from NWCOG For the Front �oor Project fo�your fi�es_ They have rc�Tas�n�ed B06-0021_ I made an entry In P�rmits-Ptus and put the copy into our fi�es. Tttanks� Charlla �avis �R6L"Y1L"lLl7 k'G AUG/02/2007/THU 04: 36 PM N�CCOG FAX No, 9704681208 P. 002/002 � date � � . Nort�west Calor�do�Coun�cil�o�Gov�r�ments To �[.EVAT'�R. PERMZ'C ApP�CA'E'��N �� . Petmif# C5� �� ~ Juris'� n �c�3� c� �i4-•�. Fax# ,_.... � Tofal F+ee ��y�.o- °� Ua�P�fd �l�a�'" R slk,,,�d�2)!�`�-� #of pages . Plan Reviewed and Approved by � Issued �-�2-t�;7 This settion to i�e�vmptet�ed by�twccoG Perm�Expiration aate ��-- � � � **Ail the following mus�qe comptet� py the�I�wataor�ontrac�or** �nac�urate,ltiegib[e�r missing infiorma�ion wirl �use e delay tn the�ppNr.��ion pt+oc�s. � � � F'lease complete a separate appticatlon per conveyanc�. aur�sdi�fiion Bulidittg Permit# � �� ¢ �� "'"� ,Job Address � �i 1 � t�� . �G�,11� �l P17 � � G Ca ��' �� f . Be,ilding or Hameawe�er's Narnp � � � �-�� '�'D n�� UO f�, ��C.�� _ " . own�r �fl i L �,-�.sa iz..-J�� 7J-e.v e�o� m�,rC� �Ci��C�-rr u1 . Maiiing Address 1�� 1C�1 rr1.�2.� [�i3�.D�. �U O r7�. C.La `�.1.b.Z..�3 . Phone # ��Q ^ � �-� ' �.�� . Fax# �� " �� - �� . �levat3ar Comxac#ar � S�e-�"1�.,�'U� � ��V 0�'O �(�. Maiung acidness �� '� �x� �-�� c� ��!t 1-�-, G E? S l 1e 31 , Phone # ��7 ' �2��d- ��1��, Fax# ��?��_3"�•� ' �'�' `l. i�, ' � *Permo#s 're p�ar�e� �ar�For nawr lnstx�tl7rtians and�c mo�►ths tor aiteratians* �Nernr in�tal[axion Unit or Co�trac.�# ��Vl/ ��c�'� � _. _Atter�fiion (u»ft cannat be�retrlrne�d t�v servf�aer uati!i�►s and approved by NWCCdGJ bescribe Wo.rk � U.�! 1'�1, C��"� ��Gl.�"CI.U.�.l C. '{Jn(�� `T' �+ �C_.t,l�fl,� NOT�C� ' N�111f INSTALLATION FEES • .I hereby Ge�-dty tfiat i have read and examlr�ed tH1s appiiC�tio� Passen9er or fre'�ght etevttaar,lu\l�,as�la�or.moving walkd � '. and icnow t�he same�be true ar�d mlt'ett. NI provis�ns of Up 1�and Indu�n9�0.000 of valua�an=�D•OG (aws and aMlnar�ces govemin9•this type d wotic v�n'IE be Over$50,000 of va��uation=�350.0o ptus�6.00 Por eacf� • . flamplieed w�th wtiether spe�ied bereln or rat. The grat�ting vf �i3O�.t3d or�iac,tion tt�eCeof otier$5Q,OOO.W a permtt does nat presume tio give autliodtjr 6o vfolate or cancef � . the pravlsians qf�y odier state or local(dw regulating W�,f7umbwaider or prtvate re4l�ence etevator: ctio�or the performanae oF bor�iolt. Up Co and indud"n9$ZU.U00 d vah�atfo�—$250.00 Over#Zt1,000 of vdluation=$250.00 plus$3.OU for ead� " � � �-� $1,000.00 or frdGt�the�'eof OV�f$1A,OOO.D4 � 5"� re oF c�ntractar or autllorixecl agent Date ' . . . MA70R a.TERd'�ION FEES* , . - . • ' �for major atteratlons stiatl be as set fatt�l k1 Table 3 A of the � _ tlniform Aidn�shatfve Code or Tabte i-A Sigaatiue of owr�r ' -- Date � !_ '�j' � �--�o .� � ' � va�uari '�� , � �..� =-. ��f t� . O�] Elevabor plan re�iew and flefd inspec�ons wi11 be cnndutred by d�Narthwest Cdarada Counal of Govemm�nts. Plans wii! . be f+�twarded to NWC.ti.OG for�view anc!approvai. Schedu[e lrupeciians by corrtacting the NWG'COG�l�ara�Ir�or at 97b-�1Gb8��95 ext 108. Please make ch�[cs bEe to NWCOOG. � AUG/02/2007/THU 04:36 PM N�CCOG FAX No, 9704681208 P, 001/002 r . .. � DaE� ' ��-�-cs . � � Nord�Hre�st Co�orado Cour�cit�o�Gav�rnm�nl� To e. �.�-c��r� EI.�YAT4R 1��R�tIT APPLICATIaN prom ��I�. s permTtt# �`�' � l�$� 9urisdiction /�xJ G� j/��'� �ax# • � Tota[�ee ��1�, a� bate Paid 2 a�` Re� Ipt# 10ta�i$'3"�l �°F��' � , Plan Reviernred�nd Approved by ��d �`��°�— This sec.tion ta be co�np[eted by NWCCO� Pe�mit Expiration Date � ��_ � , ., � �* Atl the foltowing must be co�mpteEed by the eteva#ar aoniractor**� Inaacurate, [[legibt�c�r missing infvrmation wi11 cause a delay in tt�e appiica�ian prooess. � � Please campl�te a separa�e applicatian per carrveyance. � larisd�cE�on �ut[a�n9 permi�# .�a Q C� - a O�1 7ob Adde�ess � � � � i�11 �.. �n�2. 11 T't ) C,.. , � �7 ��' �� . . aa4[ding ar Homeownee's.Name U 'Fl 1 ��S �f t�n� ��o�, �7�C��j L� l� � � Owner 1�-�i�... R�sc�cz.-�s �-e..v�,,(a p m�,r'r•� �G►�,.�a.�,� - , Mailirig Addr�ss � �� J f.,.nC.�'1 IYitJ�`R.� �(3� �V C� 1'�_; C,l� `2�.1.�0,2..� . Phar�# Q 1 O � �-�'r'`►' - �:�'-,�.�` �� . Fax# �1`7 C) $'� � e� S S S Elerraf�r Contractor 1 �' i �S Q.fl k,�' ��'�=V Ct�'C� f� Mailing Addn�.ss �� '� �X_ E-{-�C� C7 ��-�-, �C7 �Z 1�► �1 Phorte# �� ' �J' r��' ��J�2^ F2uc# ��'' ��•� ' �q. �� , . * P�,emi�s e 9re ir�o�� r f�ar ne�ir+s�D�at��a��s�ic mo�rs f�r a(�eratalans** � New in�tattatian unt�ar Gc�ntract# �W 1� oZ�S � -. _Af�eratian (un/t c�nnot be�turnad L�v servrce until�'nspea[�d end epprove�f by N///LV[�►G) . oescnihe wortc "� �7 l f1��G r i� �' 'r"1�Jr"� ��J"" � � �V��/ ll�� . , � I ---- - - -- � NOTICE � EW fV 11A N • .I I�y certity that I t�ave read and examined#�Is appikatlan Passert�er or freigt�t atev-ait�or,lu�la,�atatior.�noving wa1lc '. and know the same b�be true and oornac�L A�t provisior�s of !ip to aod indu�ng$SO,Q00 of vatuation=$3S0•00 k3ws ana ord►nac�aes govemh�g�d�is type af wodc wn�ne ove�#�50,00o d`valuanon=$3so.oa plus�6.ao ror each � . complied with whe�her speclNed herein or not. �hs grantlng of $i,00d.00 or fr�Ctioa thereof av�er$50,OOO.p4 a permtt does not presume to give author�y Uo v[olate or cancel • . the provis�ons of ar�y a�sate or bca�taw r+egutaung iJ[�,oumbwatCer or p�fva6e resYCteetce e[evabor: ' n or tfie pertorntainte of oo�istructlo�. l!p to and inctud�n9$20A00 of vatuatto�c$750.00 Over�20,W0 of vaivatian=$Z50.00 Pius 53.00 fior eac#� ' ° � -]�^� $I,Ot�.00 a'trdttion thereaf over$20,004.OQ ` . . � SEgn re of CpCrbactor or autliortred agent Lrabe • , . . MA7dR AL-T'E1�4TION��• - - . � Fees for ma,jor alhe�atSonS shati be as set folth in T�ble 3�4 of#te . llt�iform AdminLstr�dt9ve Gode 4C Table 1�A. �ynature of�wner i)ate YALUA N `Ed' �4�j �� O Q " . '�.�-� -- � �.�.�.a� � pevator plan re�ew and field Inspactlons wilt be a�nducbed by the Northwest Cdorado Councii of Governments. Plans v�iil . be faward�ba NWC�for re�ew ar,d approval. Sd7edule insp�cbtons by contading tF�e LVWGC�7G�Je�rator Ynsp�ctor at 97d-468-Qz95 ext 108. FM�as�malce d�ecics pa ble to NWCCOG. � Vail, Colorado Denvcr, Colorado Frisco, Coloraclo Monroe 8� Newell Engineers, Inc. November 12, 2007 Town of Vail 75 So. Frontage Road Vail, CO 81657 Attn: Mr. Charlie Davis, Chief Building Official Re: Vail's Front Door Building — D Skier Services (M&N#5500) Dear Mr. Davis: Monroe&Newell Engineers, Inc. observed the foundations, structural framing, and other structural items during construction. To the best of our knowledge and belief, based on our limited visual observations and the information provided us, the foundations, structural framing, and other structural items are constructed substantially in compliance with the intent of the construction documents as approved by the Town of Vail Building Department. If you have any questions or comments,please call. Very truly yours, v�r:remaao�s�, 90 � f y4 f tra' �� '�'��ELL ENGINEERS, iNC. „��c,:�Q �e�,*;�1��.,,� » `� ��' °�: � `�a ``°� � (� 6�Z� �n S" er+� 'L,f �'� �a � ��e��.o ' �'°��.E. Prir�&r�.,�t7L��m Gc: Randy Hart, 4240 Architecture Rick Caudel, Vail Resorts Development Company A 2007 Platinum Corporate Sponsor of � y � � Colorado A Component of The American Institute of Archi[ects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 C3�3) 623-4927 • FAX (303) �23-6602 • email: denverCa?monroe-newell.c<>m � �� FE ��f�� inc. INSPECTION REPORT Client Project Address Contact Info Comments VAIL Front Door 174 Gore Creek Drive —wall Beam#2 Vail CO 81657 Spatial Division Room# Date Inspector BLDG A A000 12/21/2007 Mark Gunther Requested Inspection Permit# Pass Fail Partial Pass Cancelled Final Building B06-0018 ❑ ❑ ❑ final reinspection ��' �`'0u /S� -coZ� Corrections Required: Final Building �� a �ey �� . c _ t C�k'� c,� �.-F%c� Q � c�jZ a, — �( C��-t) 3 A^ ILC,c�w�l Ccw�r�.h w� `tv� ��_�-U 6 W t`�. e O/�Gwi �V G , �f I j ��av�-f �FR m��'�- ww•-� D aa/L cy.. ��z�'./ �,�o��l(,,,,�:-� �.,,-f— �it/t'/'f- ��n-c� �.� -�"z P�zc� llen-�b,rcrr.�•�-r��u-�-�:.f�o� �. +- �-�r+ ��,�r - w4(l� �D � ��j�v�c'�2 Co�r,vo�% }�-��n l•�/Z`��i�l °' � �`a l� �� _� � I � A-L L f t y/I a�'J`- �..s � P��//�.a,E-�/ ir^Tl � }� R�L��( � s , � ,�. � �� Q��t�� -�c f 2�,(r ,,,a h f Cc��r J�-�� J I�a� -�`� /C y �C tT t � �� ( 4'� 'rr ' RuVi�t /�7'�n�,C�i S� SrynSf� c�n� V�`� �/.��RT �J'(��a.-�-� ��'n��Yl�jl+ /. � P►'� Q��Z• n I ` ��»� �Q �f �4p(L j TU �7C C�W"2 � ��-t..) S^G�. �I �-�►'Y�4'.�� I..CE C 1"'"` °�''..� �G� V�t. J O ��- -�n-��R s�q✓t�.g.�- U / I HAVE THIS DAY INSPECTED THE ABOVE DESCRIBED WORK AND HAVE LISTED ANY CODE DISCREPANCIES I HAVE DISCOVERED.ALL CODE DISCREPANCIES, WHETHER LISTED OR NOT, MUST BE CORRECTED, RE-INSPECTED, AND APPROVED BY AN AUTHORIZED INSPECTOR BEFORE THE WORK IS COVERED UP. PURSUANT TO UBC SECTION 108.1 AND IBC SECTION 109.1,APPROVAL AS A RESULT OF AN INSPECTION SHALL NOT BE CONSTRUED TO BE AN APPROVAL OR A VIOLATION OF THE PROVISIONS OF THIS CODE OR OF OTHER ORDINANCES OF THE JURISDICTI N. � yJ Date: ' �� 2 J''�' I inspector: j��►�'� plvi�'�nr�`" � � � � � ��'� inc. INSPECTION REPORT Client Project Address Contact Info Comments VAIL Front Door 174 Gore Creek Drive Vail CO 81657 Spatial Division Room# Date inspector BLDG D D000 12/17/2007 Mark Gunther Requested Inspection Permit# � � Pass Fa'I Partial Pass Cancelled Final Building 606-0021 ❑ ❑ � partial final lower level Corrections Required: Final Building .t.� �c�� c�rL �o w � � ` � c v-��1-�t z P�2�t��-4-�� C� �,rz�i��. cf �x�fs� � �/u�-�-r� �Z.--�-.��-� /��i � � � �� Lt�e� �-�.r I i�� , � C'c��lcf; �r R�..�-�yo"�' °�'-t f��f� Ur4�f a -e S L �Z 2- b-t�1� �nG� S-�--��.c�r � ,�� 1 ��r'zd�� L,��;,r,trc L-e��.� — 2.�j, . sir�/C� f�� Il �j� 3 � ,� . n� � � ��j�,� Co r►.,�, l�e+� -� vRiZ�ti+�� 5��' c��' C�h-LR��ti �la�t'�- n.hCll �tR� S�-af' I"�h-c°�'(��ca►�� P�°�'�� V-c41�2R�'Ci/r- _��j-�-� A-�^C(L LC"/Yh�O�`e�tc�rl O� �11cZ�T � �hJ�'� �� Ct2 c�t-�--� �1'�'P a� D,S � � t'`'n� ��'�- S�q�h fJll`'l � C'v��/tf�� a4s�-�'�'P�"9 iy� m-e i�'��n�ca� RC1oM �L S�� ' -P�""n� c'GjlQ �-S � �Ui.�iPlL �.-�Ul� / ��. � �- L -{-(Zl�� (�-00 V`� � �-'�-f/l L-�'J -�-�„C�'�"/0 k1 �'�.'T �� !�!� �1-��- �,� 61 i C L!/�� 4�� < � �S P�� +�2, � (��n�e �-c� D..S Z ��//� ,�l1 av�{ �v �C�d L in ��- �,�, Ct2.�� 'f �{�' s� �n � (� d� U►^vS� S ��{v� S �'��-)� �/,M� ,( �;��eJ � ✓�Y /� �G�hn�h � �� " . � V� � ��1T`°� S'�9l��/� �� GL �i"t/r' � 5 �' � �� , � ��,1�� ;��. S �G��f T��j�7'�� f 19hv �� v r�r��r ��\�,.�%u.� �¢3il� �/�1� /l ��C r � / � � �� , f e�� C�QJ 1�j � � .�' �A/f� .��i l�-' �� w ( I HAVE THIS DA�INSPECTED THE ABOVE DESCRIBED WORK AND HAVE LISTED ANY CODE DISCREPANCIES I HAV(= DISCOVERED. ALL CODE DISCREPANCIES, WHETHER LISTED OR NOT, MUST BE CORRECTED, RE-INSPECTED, AN[� APPROVED BY AN AUTHORIZED INSPECTOR BEFORE THE WORK IS COVERED UP. PURSUANT TO UBC SECTION 108.1 AND IBC SECTION 109.1,APPROVAL AS A RESULT OF AN INSPECTION SHALL NOT BE CONSTRUED TO BE AN APPROVAL OR A VIOLATION OF THE PROVISIONS OF THIS CODE OR OF OTHER ORDINANCES OF THE JURISDICTION. (�� y+,, Date: �� ' � 1 Inspector: � �,(' �`� `� �I�1 I�'`i't�' — SUBMITTAL COVER �� C�NSTRUCTION INC. 543 Santa Fe Drive,Denver,Colorado 80204 Phone:(303)825-1313 Fax:(303)825-3223 EmaiL•info@hyderinc.com Website:www.hyderinacom ��i� TO: Town of Vail '� ��..� DATE: 12/11/2007 . �� : � �� ' '� � � �_� D _ ;; . PHONE: �I I I ATTENT�ON: Charlie Davis ��'J PROJECT: VFD Site Work& Bldg A - Garage/Do ,f-��V� ��y�- �� HCI Job No. 26006 ❑ Shop Drawings � Approval ❑ Approved as Submitted � Letter � Your Use ❑ Approved as Noted ❑ Prints � As Requested ❑ Retumed Afrer Loan ❑ Change Order Q Revie��and Comment ❑ Resubmit � Plans ❑ Submit ❑ Sam tes SENT VIA: ❑ Returned ❑ Specifications ❑ Attached ❑ Returned for Corrections ❑ Other: ❑ Separate Cover Via: ❑ Submittal Return Date: Remarks: Vails Front Door Project Site Access and Staging Plan for permits B06-0018,B06-0019,B06-0020,B06-0021,B06-0022,B06-0023,B06-0024,B06-0025,B06-0026,B06-0027,B06-0028,and B06-0029. , ., , T`� :� ��:, , �R� h �gj'J . � '.};�'Y'j �.�5* f � � C t► a 1� p v, 0 0 b � � ce: Safebuilt-Matt Royer Signed: � TOV-Leonard Sanduval,TOV-George Rudier Kyung Kim � T �.'l.��,� �\L:�'L,F 1 I�� 1; \4_ � December 10, 2007 Mr. Leonard Sandoval Town of Vail Department of Public Work� 1309 Elkhorn Drive Vail, CO 81657 . RE: Construction Site Access and Staging Plan—Vail's Front Door December 2007 through December 2008 Following is a summary of the site staging and access plan for the referenced Project reflecting site conditions immediately prior to and after occupancy for the Garage and Skier Services Buildings I. Schedule A. The remaining construction activities are scheduled based on Monday through Friday 7:OOAM to 5:30 PM and Saturdays 7:00 AM to 4:30 PM work day schedule. Actual work hours and work days will conform to the requirements as set forth in the 2007 Vail Village/ Lionshead Village Construction Hours Information Handout B. Hyder Construction will continue to attend the weekly TOV coordination meetings to update the progress of the project and its impacts upon adjacent properties. C. Occupancy dates for the remaining portions of the project are as follows: 1. Building A - Garage and Loading Dock(Tunnel, Loading Dock and Upper Level Garage only) — 12/17/07 2. Building A—Mid Level Garage 12/22/07 3. Building A—Lower Level Garage 2/14/08 4. Building D - Skier Services (all but coffee house) — 12/17/07 5. Building D - Skier Services (coffee house)— 12/21/07 6. Building C— Skier Club (stair& elevatar core only)— 12/17/07 7. Building B —Lodge & Spa- 4/O1/08 8. Building C— Skier Club (Complete Building) 3/OS/08 9. Building A— Garage & Dock Site— 7/11/08 10. Building E—Chalets a. Building 1 — 6/O l/08 b. Building 2— 6/15/08 c. Building 3 — 8/15/08 ' d. Building 4— 6/15/08 e. Building 5 — 9/15/08 Vail's Front Door— Site Access and Staging Plan December 10, 2007 Page 2 of 4 f. Building 6— 11/O1/08 g. Garage and Core— 6/O1/08 II. Attached is the site access and staging plan for the period of December 17, 2007 through April 21, 2008: A. During this period the site will be accessed fiom Vail Road. 1. The work in Vai] Road will be coinpleted up to the south entrance to the Lodge at Vail 2. The construction traffic for vehicles leaving and entering the site a�cess road aizd the tunnei enirance will ne conirolled by an approved traffic control plan during working hours and controlled by permanent electronic gate and overhead door, respectively. 3. Constiuction staging for materials will occur within the fenced area and within the parking structure as designated on the Plan in the following areas: i. Lower Level Parking Garage Building A— The entire lower level parking area will be utilized for construction material and equipment staging. A fenced barrier will be provided at the entrance to valet area to separate public from construction use. All means of egess, fire alarm and fire sprinkler systems will be operational and free of obstruction. ii. Mid Level Parking Garage Building A—Nine parking spaces in the north west corner of the parking garage will be utilized for construction equipment and staging through the completion of Building B. A fenced barrier will be provided to separate the public from construction use. All means of egress, fire alarm and fire sprinkler systems will be operational and free of obstruction. iii. South of Vail Lane—A fenced area south of Vail Lane will be utilized for construction equipment and material staging. This area will be fenced off to separate the public from construction use. iv. Building E Chalet Garage— The entire building E garage will be utilized for construction equipment and staging through 5/31/07. No public access wi11 be permitted. 4. A 6' chain link construction fence with green mesh will be installed around all areas where work is on occurring. 5. Construction vehicles will not be allowed to park in any emergency designated traffic access lanes. a. Where a possible delivery or other hoisting rig is required for specific work an access plan will be c�llj'1mt�'�'�!Y n!Y o� s+ r 4.� ..t. ..4....4�.4..��.«.` ouviui�wu uiiu uYYiv`v'�u �Jiivl lv JU�.11 CLl�L1V1Ly lQrilll� place Vail's Front Door— Site Access and Staging Plan December 10, 2007 Page 3 of 4 B. Public access to the Vista Bahn ski lift, the surrounding ski yard and the Skier Services building will be maintained during this period. 1. A 6' high fence with green screen will be installed on the west, north and east sides of the project. 2. A 4' high green mesh construction fence will be installed on the south side of the project on the mountain. C. Emergency egress plans by BCER Engineering identifying egress pattei-ns from affected areas of the Parking Garage and Dock, The Chalets, The Ski Club and the Lodge at Vail Spa will be submitted and approved and implemented prior to public occupancy of any of the of the buildings. D. Homeowners and merchants in the sun-ounding areas will be provided with notice of the construction site access and staging plan once the plan has been approved by the Town of Vail. E. Temporary task lighting within the construction site will be provided to meet OSHA standards and will comply with The Town of Vail lighting discharge requirements. F. Two tower cranes will continue to be utilized for the Chalet site. No crane picks will be allowed over occupied areas or buildings. 1. Aviation beacon lights are mounted at the tops of each tower crane. 2. An emergency drop zone to be utilized in the event of an emergency to evacuate an injured person from within limits of construction will be shown on the Construction Fire Department Access Plan by BCER Engineering. 3. No tower crane picks will be allowed over the public right of way. If picks are required over the private Vail Lane Access road the traffic will be controlled at both ends to ensure that no picks are made over private parties. G. Concrete truck and concrete pump wash out will be allowed only in designated areas within the limits of construction. Prior to completion of the project these wash out areas will be remediated. H. The detailed SWMP will posted in the job site trailer. I. Copies of the SWMP and construction dewatering discharge permits have been provided under separate cover. J. Street sweeping and cleaning will be provided at the Vail Road access point as required to minimize dust and vehicle tracking. K. All construction personnel parking will be managed offsite or within the parking structures. L. Names and contact numbers for Hyder Construction are listed below: a. Doug Thompson, Project Executive Office: (303) 825-1313 Direct: (720) 932-3264 Ce1L• (303) 829-5950 b. Scoit iviiiier, rrojeci Ivlanager Office: (303) 825-1313 Direct: (720) 932-3271 Vail's Front Door— Site Access and Staging Plan December 10, 2007 Page 4 of 4 Cell: (303) 882-6238 c. Richard Snyder, Project Manager Office: (303) 825-1313 Direct: (720) 932-3279 Cell: (303) 829-2644 d. Chad Craft, Project Manager Office: (970) 476-2813 Ce1L (970) 471-1497 e. Bill Partridge, Project Superintendent Cell: (y'7�) 471-5729 Site: (970) 476-2811 f. Rene Robledo, Project Superintendent Cell: (303) 829-1331 Site: (970) 476-2811 g. Steve Barden, Project Superintendent Ce1L• (970) 401-0038 Site: (970) 476-2811 h. Steve Kelley, Project Superintendent: Cell (970) 471-5729 Site: (970) 476-2811 i. John King, Project Superintendent Cell: (970) 445-0045 Site: (970) 476-2811 j. 24 Hour Emergency Number (303) 489-5208 We recognize that there will be a considerable amount of construction activity within the Town of Vail occurring concurrent with the construction of the Vail's Front Door Project. We understand that modifications to the above plan may be necessary for the work in the area to be completed successfully and on schedule and we will cooperate in anyway feasible with the Town to achieve our mutual goals. � DRAFT - REQUEST FOR PHASED OCCUPANCY VAIL FRONT DOOR VAIL, COLORADO December 10, 2007 The primary issue of allowinQ partial occupancy is the level of life safety s��stem completion in the building. The fire protection and life safetv svstems will be ful�functional in the area being occupied.As noted ln the following: 1. Egress Components-All building esit system components including signage,emergency egress lighHng,exit doors,stair enclosures and corridors Kill be complete and funcfionaL There will be some components and areas outside the finished egress components that will be sHll be under construction.Note:the areas being requested for phased occupancy will be provided witl�at least 2(tµo)eaits to the esterior of the buildin� a-ithout tra��e►in�throuQh construction areas. 2. Fire Resistice Separation-All building tire separaHon such as stair��ell doors,corridor doors and separations between the Occupied Areas and the adjacent non-finished areas will be operational and maintained during the Phased Occupancy Period. 3. Smoke n'Ianagement System-The building is being provided with a smoke management system in Building C(Sl:i Club)designated stair enclosure and elecator hoist-�vay. This smoke management s}�stem by administrative modification is being provided for the fire department use during an emergency due to the limited fire department accessibility to all levels of the building.We are proposing the smoke management system would not be available during the phased occupancy of the parking garage but will be completed and commissioned for the final accupancy of the building in sxxx 2UU8. 4. Fire Alarm Svstem-The building is being provided wlth a fire alarm and detection system throughout.The systems in the areas being requested for phased occupancy must pass an acceptance test witnessed by the Fire Department.It is impractical to have the entire system operational before the final completion of all building elements w�hile construction is in progress.The fire alarm system will need to be re-tested by the contractor,commissioning agent and witnessed by the TOVFD upon issuance of a certificate of occupanc}�. g, Standpipe System-The building is provided with a NFPA 14 Standpipe S��stem.The standpipes will be in place and fully operational throughout the building. The standpipe system Hill have been tested and accepted by the Building and Fire Department or approved third party inspection agency. This system will be in place and will remain operational during all phases of occupancy and during the remainder of construction as reqnired h�•code. 6. Automatic Sprinl:ler System-The building is provided with a NFPA 13 code complying automatic sprinlder system.These sprinkler systems for the areas of the building requesting the move-in phased occupancy will be in place and fuliy fueecdonal for the building prior to any occnpan:3�of Yhe bnildiag areas. The adjoining areas andcr eonstruct�on K�ill have automatic sprinl:ler protection operatianal as scon as practical. The tlon and tamper switches for all occupied le��els or areas will be connected to the building fire alarm system. During tenant finish construction,the fire protection svstems sercinQ the floors may be taken offline in order m facilitate nork and completlon of areas under construction. This�ill typically be limited to construction hours(7am-4 pm)or when construction personnel are present. Allm fire hydrants,fire department wnnections for sprinkler and standpipe systems Rill be operational and accessible to the TOVFD during the phased ocwpancy of porHons of the Vail Front Door Building Complex. 7. Emer�ency Power Systems-The emergency power-generator set K•ill be capable of supplying standby and emergency power to the emergency systems as required by the building and fire code. These systems�cill be in place and Kill have been tested and accepted by the Building and Fire Deparhnent or approved third party inspection agency.The emergency generator will remain fully operaHonal during all reroaining phases of construction and the phased occupancy plan. 8. Elevators-Designated elevators serving the occupied area will be operational during the construcHon and compleNon of these areas. During Phase 1,the elevator in Building C will not be accessible to the public and will be used only for construction and staff only.As the phased occupancy continues elevators for public occupant use will be completed,commissioned and inspected for public use. 9. Emer�ency Evacuation Si�naQe-All signage induding Stairway,Elevator Lobby and Directional Signage shall be in place throughout the occupied areas as approved by the TOVFD.The signage will be temporary and located as directed by the TOVFD. Staff or occupants in the occupied floors and areas will be informed in writing periodically regarding the status of the tenant finish construction fire protecrion and Iife safety system status in the area. 10. Facility Emergency Plan and Procedure-Since the building will be ufilizing a phased occupancy approach a Phased Occupancy Emergency Plan will be developed and presented to the TOV Fire Prevention Bureau for approval.The plan will be utilized by the occupants and construction staff during the phased occupancy of the building. 11. Sewrity and(Non TOVFD)Fire�Yatch-During the phased occupancy security staff(either VRDC or ConstrucHon Security)will be pruvided on-site.The security staff will be in communication with a 24 monitoring company to contact the Fire Department in case of an emergency.The fire alarm devices will be operational and monitored at all Hmes by an approved central station. The use of security staff,in conjunction wit6 smoke alarms,fire alarms,and flow switch detection nill provide multiple leyers of fire watch capa6iliry at all Hmes during the phased occupancy. 12. Slorage and Handiink of Flammable and Combustible�Iatcrials-The Fire Code details the specific requiremen[s f s during constracdon. ite�ns that are ally included are the stm•age and haudliug ot' combustible materials,motor equipment,heaNng devices,smoking,cutting and w�elding,the use of flame-pro i e nt,flan��Oa�� 'ces. These items,due to the parHal occupancy of the building Kill be limited as follows: i ��n�tY De DepeRT►tent • CombusHble debris shall not be accumulated�rithin the building. During wnstruction and phased oc�j�� ilding,�11�e� y(I��be removed from the building daily. �v � � �� • No temporary heating devices,gasoline powered motor equipment,smoking,cutting and welding or the usc� � ment(except as modified herein)will be permitted in the building during the phased occupancy period. Any required hot work used after this date Kill be in accord��e a iii� �a fire watch over the enHre hot �rork area shall be provided during hot work activiHes and shall continue far a minimum of 30 minutes after the cond'I�s��f' �uana or gra�p di�iii'q�ShB� 'r�be a permit for,or an apptoval of,an�t vlotabon pf • The use,storage and dispensing af ilaromable and combusHble Iiquids shall be in accordance with the tire cude. s�s of this code or ef any other ordinenCe of the �:�.r:.::nits pr�esuming to give authcrity to violate or cancet the ons of this code orother ordinances of the jurisdiction shail not b� �he issuance M a permit based on construction documents and �ata snail t�t building ' I from requiring the tion of errors the tructio ocum nts and other data.Th� ,g o�cial is au p vent pancy or use af• �re where' � or any other d a(IidIC110iR as � oA, • I� /� 6 % � S��T _ 7� �t r��r'J ��-�-/�--�-5�Z-n�--� �I - � ' � � i o � ', G� W I C.7 � � i--i � I I � OMNeF/DCVELOPER VAIL RESORTS DEVELOPMENT COMPAM' AVON.COLORIDO �4240 ��a�� _�� o�� O p � �4�°�°� & � � oa �e�e�a� ,i� � il GENER�L CG�L\415510lING �BC II,DI\G TCRtiO�'FR 000 �� -� EXISTING LODGESOUTH CONDOMINIUM (B9SEhtENT LE�'EL) E%ISTING LODGE AT VAIL ABOVE - tsUILUINIi H c:C�N51 KUG I IUN 51 AGING-U1 MARCH 2O08 SSV RETAIL/RENTAL- 17 DECEMBER 2007 •�-••• CONSTRUCTION FENCE V �. �\ ��1 �PARKING A LO_;DI\G�LO�f-`ER LE�'EL-APPROS.EL.8153 i v ,. �a II I li iI � I � � � � � � � � � z � � � w �I W � � t--� �---� �i � II L� oxnee/oe��e�opex VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ..4�0 � �d ��^a� �_�� p (� � �i?o '�J � �a ce�e�ai I ; �i I� � I � GE\ER1I. i C01L�fISSIOSING � &BUI.D]\G I� TCRNOI'ER 001 � BUILC BUILC : BUILC : BUILC � BUILD ■ BUILD C C\/G •-•• CONS � � i a - - - _ �'ROl.EL.8169 � � / i� ji � ■ • • E� � O ,� � Z � � � � � � � � ORNER/OEV[LOP[R VAIL RESORTS DEVELOPMENT COMPANY .sYON.COLORIUO 4240 ��on :�a�a �� p� � aDP � � G�o � ad �eoe�a� I�� II G�\ER�1L CO\LifISJIONIAG I &BL'ILDI\G TCR\O\'ER 002 EXISTING ; LODGESOUTH i CONDOMINIUbt i l i� � i � � \�J RESIDENCECLUBABOVE ��\ �\��,� SHOWN DASHED , (SEE G020 TARU G026) � / ,�� ,, BUILDING A- 17 DECEMBER 2007 �� \\ BUILDING B-01 APRIL 2008 �� BUILDING C-05 MARCH 2O08 BUILDING D- 17 DECEMBER 2007 . BUILDING C FIRE COMMAND CENTER-17 DECEMBER 2007 ■ BUILDING A CONSTRUCTION STAGING-01 MARCH 2O08 SSV RETAIL/RENTAL- 17 DECEMBER 2007 •--• CONSTRUCTION FENCE ; -- -----i ii � i I i �� I I ' I w � i � -r--"�.�---�" � Q I � - -= II �' � --� �,� , ! o � �-_��--� , �, ,, � � z �� ._ ;, ; �, W �= .. � � E%ISTING �: 'j 5 = ��I � LODGE AT VAIL ,�� - --'-� ` � � i � � -, � ,: ,� r � � � --- ;� � . il i � i � � 1 � � � �S1ST1'.vG ' � ��s II I_J �_0\E�'Al�PL9C£ E c � �� T� .,!i ow!uea/oeve�orea � �- ° ��' , C9IL RESORTS '�� ,I( °�'T� DEVELOPM1tENT ~�s �� II'i � - . �I COMP9N}. �� %� "� � �+• AVON,COLOIGDO ��\ /' �// � f� � -- a .�. o.�o � ��/� �� _ � � t� �� L, ,,. �� 42q.o �� ' � �l\ °o � _., �� '� �..,a-- � � % �� \ � _ ��1° ':;� � � .o�. ��o ,�� i " j,,;` �-� � o.� ��a,� j ,„ ;� ,�-'' �.,o � � >� ��, `,�� .. P. .�4��,� M� o J '�'- � '� '�a '°:,� t �.. � p -� �-� - — f�� /� -� /J!✓� �� \ PRnJE�:i NG�?069308 _ �� '�_ �� _� �� . No E �rcE oESCP PLIUN � .\ - O6.IlD] C48t 4EEIINC M1 � / '` � .�r 'b . f� ',i `- t�O � ` N.i20� Gk6i uEEfINO Xf �1, i' � \� �n - 09.3J.0) [4B1 NFFIINC dJ 1 �I11 -;I �P�� i� � �,\ �z.iom nru� ��; . 1�1��_� ��i � �� .'�` ,_ �' `, '-� , � � �-' � � �� j� ,- � � ��r :j �� .: ,� �� , l ��\ �� c �\ h �°: > " - � �� -�, ��;,; 5��v ti.�r i , ��\\� �� -� p i =1 {T iv j YG ,.'., , � � � @ ,..�� / o ��, � �/ � . /�� / ��. �� — — — %�� — . / �, � � i � � � ; ; � / / ��> �' � ,�; li \\ %' , /` i � �� ✓� � , % / j % �, ��a _ �/�, ��Pe�a � � .�� ' � � L �. � :.\\1 i\ _� c+�;� � � � �\� � `^`�_% /� -` �T��° I �oa �;\� � /, � �J�\\��. / �� ,., �C 0 p c \// \ ��` /�/ � . f ' \ \\��.._ . �� € 4a \� � ' � a° / � i ,;� � �" � �� , � �� n /�� , ;��\\\� �eoe�a� \� -��- � '� �,�� .�,)j ��\\\ � �� ,� � \\ 3~� l� � .i% \�`�� i I . ' ��, _ >� � _ � GEAER'.L � I C0.\L�IISSIGNING /\ �� &BL-ILDISG � I✓ �� l �;1Pr1RISI��G/DPPER LEVEL-�jPPROSi EL 8173 ! TCR�O�'EA �—T �.�.-.a �� 003 SEE EXISTING EGRI PLAN FROM LO[ SOUTH CONDOMINII � �i I --�'� k��E��,� I �-'- i: �_�__�..��. �� -�� BUILDING A- 17 DECEMBER 2007 BUILDING B-01 APRIL 2008 BUILDING C-05 MARCH 2O08 BUILDING D- 17 DECEMBER 2007 � BUILDING C FIRE COMMAND CENTER- 17 DECEMBER 2007 ■ BUILDING A CONSTRUCTION STAGING-01 MARCH 2O08 SSV RETAIL/RENTAL- 17 DECEMBER 2007 ••-•• CONSTRUCTION FENCE ,.fl �� 4.�.1 ��s�'� �3.�-�'�� , =_ � � L �'��I� � �� '�� +j,, y Jr �� `�� . � , �� ,, ,��. , , IL � i ,,�;;' .�� .�� s ;.r;, � E%It7I?vG `'�. 0\E�aIL PLACF, ; rty��, i � �11 �i � �� 1 SEE EXISTING TEMPORARY EXITING PLAN FROM LPR � � � ' 1 ' � -� � ___--- - � �', � , 1 ' �, �� ---�� , ,� � :��. �'/� � ^ �v � �� '� NEW SKIER SERVICES- � '�� CONST. TYPE: VA ��` �� ' �i-'`/� �k � ;i� � ,J� 7 � ; , _ `� - , ; _ � ;, �� - � ,- ,�� z ,��\� � .: ,,��%' o �� , �� u �� ; / i -- i I I� � I� I i I � I O I O^ F�1 � � I � � � W I C5 L/� � � d � l� OFNER/DEVELOPER VAIL RESORTS DE�'ELOPMENT COMP9NY evorv,co�oe�oo 4240 �� o� PRJJECi NO ?Ofi9308 l �� I � ':� ,a�� o l��'va i/�� ,�j� a�w ��\�� ]q �D a V��i � �I �o �: � � �d �� Geceral � �I' II GEVER+IL � I COlL1IISSIOtiItiG I� &BLILDI\G " TCRNO\'ER � �` I �� E�ITII�G PLAN/GR�DE-APPR01 EL 8188' . ,�- 0�� i BUILDING A- 17 DEGEMBER 2007 BUILDING B-01 APRIL 2008 ; BUILDING C-05 MARCH 2O08 �: BUILDWG D- 17 DECEMBER 2007 ■ BUILDING C FIRE COMMAND CENTER- 17 DECEMBER 2007 ■ BUILDING A CONSTRUCTION STAGING-01 MARCH 2O08 _.;;;: SSV RETAIL/RENTAL- 17 DECEMBER 2007 �••••�• CONSTRUCTION FENCE ❑ NE\O SHI CLUB (BELOW) ❑ NEV{'SffiER SF.RVICES (BELOIO) I I� I I I I I � � !� C Q � � �� O � I I �. W I i � � I � � � � � � � 011NER/OEVEIAPER VAIL RESORTS DEVELOPMENT COMPANY" AVON,COLORADO 4�400 Faoaea im:zoss�.ca °` ° � _ � � e�� _��Cl QoQ � ��o 9 '�d General I il� i �i GH1_�ER3I. � I CO\[,�IlSSIO\IXG -'—. &BL�ILDI�G � V TCR\O�'ER �LESITI\G PL�N/LE�'EL 3 GUESTROO�IS-�PPRO� EL 8195' � � 005 � s . � v�� a ��x.y ��:�ES-?'J.ap , p � �� —�/ = �` � � � '�� , '�'-=-�--�� , �` ;-��- \� i L� �� BUILDING A- 17 DECEMBER 2007 BUILDING B-01 APRIL 2008 BUILDING C-05 MARCH 2O08 BUILDWG D- 17 DECEMBER 2007 � BUILDING C FIRE COMMAND CENTER- 17 DECEMBER 2007 ■ BUILDING A GONSTRUCTION STAGING-01 MARCH 2O08 SSV RETAIL/RENTAL- 17 DECEMBER 2007 •••�•• CONSTRUCTION FENCE �► cu�war _�- __! �- � ��';iQis'r ��, � � � ��°� �' " � 1 li _ -\j I � F'iLL I 3UiLDi,'d� – �_:, � I � ? C� �I I � � � � � ��nEr! FE?.h I I O g - � � — � � �: �� _ _ - Q I I - , ; , - ---- _ --- z � - �'�� _ � � � � c� z ,�.<!� �� w w ' j'� ;i � � /��'� � U� � � �% � r� , � � / � �� ~ � OMN[R/UEVELOPER V9IL RESORTS DEVELOPMENT COMPANY AVON,COLORADO 4240 ��;o� ��Er�Hi_ ?069308 ��;°Q� �,� �v �Ni 1 a�� xa i s Ua ce�e�ai �� I� GE�iER�L CO�LIIISSIONING R BL ILDI\G Ti;A1�0\ER 006 I TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A06-0047 � �jjC�C, C�b,Z� Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D'-1ST FLOOR Applied . . : OS/25/2006 Parcel No...: 210108278002 Issued . . . 06/06/2006 Project No : ��=�-57j� _� :�� Expires . .: 12/03/2006 OWNER LODGE PROPERTIES INC 05/25/2006 PO BOX 7 VAIL CO 81658 CONTRACTOR ENCORE ELECTRIC 05/25/2006 Phone: 970-949-9277 P.O. BOX 8849 AVON, CO 1060 W. BEAVER CREEK RD. AVON, CO 81620 License: 668-5 Desciption: VAILS FRONT DOOR-BUILDING 'D'-NEW CONSTRUCTION-RELOCATING EXISTING FIRE ALARM PANELS Valuation: $38,500.00 ******�**************************************************�********** FEE SUMMARY *****************************�*****�**�****************�***� Electrical---------> $0.0 0 Total Calculated Fees--> $i,6 7 5.7 5 DRB Fee---------> $0.0 0 Additional Fees----------> $o.0 0 Investigation----> $o.oo Total Pernut Fee--------> $1,675.75 Will Call---------> $0.00 Payments------------------> $1,675.75 TOTAL FEES--> $1,675.75 BALANCE DUE--------> $0.00 **��***��*******************�*�**��**�**�***�****�*********************************�**�*****�*******************�****�********�**�*�**�*�***�*�*� Approvals: Item: 05600 FIRE DEPARTMENT 06/05/2006 mcgee Action: AP 1. No storage is allowed in the FACP room. 2 . Delete the Audio/visual device in the same room with the FACP. 3 . Re-label the door to the room with "Fire Alarm Control Panel" . **�*****************************�*******�**�*****�*****�*�*�***�****��*�*************�*******�:**************************************�*�*�*�*****� CONDITIONS OF APPROVAL ��*��***�**�***********�************************************************************************************�**********�***************�*�**��** 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 licable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV BY TELEPHONE AT 47 - 5 FRO 5:00 M-5 PM. _ � SIG URE OF OWNER OR CO RA TOR HIMSELF AND OWNEF ***************�***��*****+*******************************************************�**+****** TOWN OF VAIL, COLORADO Statement :�******************************************************************************�:�****�****** Statement Number: R060000760 Amount: $1,675.75 06/06/200601:48 PM Payment Method: Check Init: DDG Notation: Encore 1477 ----------------------------------------------------------------------------- Permit No: A06-0047 Type: ALARM PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' -1ST FLOOR Total Fees: $1,675.75 This Payment: $1,675.75 Total ALL Pmts: $1,675.75 Balance: $0.00 *�****�:*********************************:�**************************�********�=*************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 1,443 .75 PF 00100003112300 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- ,� ��cc.�r��c�-Q- ��r �0� — oo3Z. APP CATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGI�� , �� / ' Project #: r�� Building Permit #: � � Alarm Permit #: Q • � � T�WNOFYAIL ' TOWN OF VAIL FIRE ALARM PERMIT APPLICATION Commercial & Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. ap�lication submittal and must include information listed on the Vail, Colorado 81657 2" page of this form. Application will not be accepted without this information. CONTRACTOR INFORMATION Fire Alarm Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: �NcoR� �I.CGTIZ-cLC� �� . �8 — � 1�aR-c�r� C.�c��.r�- �{Z�- �y�3 E-Mail Address: �,�,,,, . �.,,�dw � ��a��., �o� Fax#: �70 - �y`�- �ZBo Contractor ' ture: � � COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fire Alarm: $ .�$� S ov �o Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea lecoun .us for Parce/# Parcel # �� a�Ugz7gooZ Job Name: V�'z`- F RO1�T p°O� Job Address: ��`� Go� Cr�t-!� Ar��- Lot�CAT vaz� F.� . R�o c�-r�t�l �od�� .,� vw,-1 �3�,��..,.,a 8 Legal Description Lot: Block: Filing: � Subdivision: Owners Name: ��( �Zt So�S Address: Phone: I Engineer: ��S Address: Phone: � Detailed Location of work: (i.e., floor, unit #, bldg. #) C �-� FCo,,� Sw��1 �-.��-� o� f`� �-�dSt «� vw:� . (..)i v'C.. r Gl a c e.JC�e.y- �v-o�n.- T...��..�.,7�'�'ti...,..1 .�,.��1�S F•�. �ur..£.s T� W i r-l. Ro••••,.. F.A. �a�..a�s. Detaileddescriptionofwork: ,R�l�c ,•�S �w:S��S ��- �4�K-,- Pa�s �.--� z�,-t. �..,,;r�s. Isn Acv�tV b�:,.,5 �.ddcc9-• 'SvST ht� CcavaPt�E-n�r r,rtvJ �a�.n-s- raouc . Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Retro-fit� Other( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family ( ) Commercial� Restaurant ( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation units in this building: Does a Fire Alarm Exist: Yes � No ( ) Does a Fire Sprinkler System Exist: Yes No ( ) *�*,��******��**��*��**��****�*�FOR OFFICE USE ONLY��*��*��***�*� r � �� Da�e Received��. . � _�.,.__; �� Othe�Fees: :, . ; � ' �' '� , �, . � � � �� Public=Wa °`.Permit Fee Acce t�d B :� � �� Occupancy;Group: f '� �'' MAY 2 4 2006 ��I � �� , F:\cdev\FORMS\PERMITS\Fire\alarm�erm_12-05-05.doc Page 1 of 5 .�..0��051��f� �� TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A07-0097 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 09/14/2007 Parcel No...: 210108278002 Issued . . : 09/24/2007 Project No : ��'��p� -063 1 Expires . .: 03/22/2008 OWNER LODGE PROPERTIES INC 09/14/2007 PO BOX 7 VAIL CO 81658 APPLICANT ENCORE ELECTRIC 09/14/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-5 CONTRACTOR ENCORE ELECTRIC 09/14/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-5 Desciption: VAILS FRONT DOOR-BUILDING'D'-WIRE AND PIPE ONLY wire pull for skier services/front door building d. Valuation: $77,567.00 �****+**s+*�*****+*********+**t*►*r*►a**�*****+**t*►*t**x►*�M*M***** FEE SUMMARY ************►***+****r******t**********�**+*************+*►r Electrical---------> $0.o o Total Calculated Fees--> $3,14 0.�6 DRB Fee---------> $o.0 0 Additional Fees----------> $o.o 0 Investigation----> $0.00 Total Permit Fee--------> $3,14 0.76 W ill Call---------> $o.o o Payments------------------> $3,14 0.7 6 TOTAL FEES--> $3,14 0.7 6 BALANCE DUE--------> $o.o 0 •�+*ss*s.e*s******►*►******************�:x**s+.+*ss�********►�*�x+�:s****..+.a*►******�***.sr+*«*r+�***+r*s*ss+*+**r**►**�**a�*+.+*s*s***+s+�++*r* Approvals: Item: 05600 FIRE DEPARTMENT 09/20/2007 mvaughan Action: AP wire pull only, bldg d skier services. *.+*.�*.*�,**,:....**«.:*.»:*.*.*,*.:*..*:*.*.****.*.*.******.*.*..*.****...*.*.*****.**�.,:.*....*..**.*.....*.*....***.*.�.*....�..+......*.*.*.. CONDITIONS OF APPROVAL ****.*,..,:�*�.�.�.�*.*.**�.,.*...��.*.*.****.****.**.*«*�.*�*.*****�.*..*.�.**.�*.*�*.***.**.**..*****�***,...*.**.*.*.*.*.*..*.*.**......*.*.�.. 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 MA E TWENT OI�K HOURS I ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. � ****************+*************************************************************************�* TOWN OF VAIL, COLORADO Statement ******************************************************++*�**********�*+*+*********+********* Statement Number: R070001959 Amount: $3, 140.76 09/24/200702 :33 PM Payment Method: Check Init: LC Notation: #1799/ENCORE ELECTRIC INC. ----------------------------------------------------------------------------- Permit No: A07-0097 Type: ALARM PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D� Total Fees: $3, 140.76 This Payment: $3, 140.76 Total ALL Pmts: $3, 140.76 Balance: $0.00 +**********************�******************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 2, 908.76 PF 00100003112300 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- APPLICATION WILL!NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE -- � Project #: � . �� "7 Building Permit #. � � / Alarm Permit #• _ - �:.�3 � �WNOFYAIII� ` TOWN OF VAIL. FIRE aI.ARM PERMIT APPLICA�ON Commercial &Residential Fire:Alarm shop drawings are required at time of 75 S. Frontage Rd. ap�lication submittal and must include information listed on the Vai�, Colorado 81657 2" page of this form. Application will not be accepted without this � information. � � �� 7� � �� CONTRACTOR INFORMATION Fire Alarm Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: ' � �� z�'S ��✓G • `� -- �G�/l E-Mail Address:� 1 � ,.., �,� �. — Fax#: - � Contractor Signature: COMPLETE VALUATIO S FOR ALA��ii ��aterials) � � � Fire Alar � . "t'Id9: Contact Ea /e Coun Assessors O� � a��0 si www.ea lecoun ,us for Parce/# Parcel # �/ G> �� ]ob Name: ,�'JL��p��7� -Job Address: � � � � '� � � � � G� ' Legal Description Lot: Block: Filing: Subdivision: Owners Name: 7� Address: : �� l� Phone: � Engineer: Address: � Phone: � . � �l�>.✓�� Z'DJi(J��/�-f 1 .. � . ��. � Detailed tocation of work. i.e:,:floor, unit #, bldg. # r G�s �� Detailed description of work: / � � %� �l Work Class: Ne Addition ( ) Remodel ( ) Repair( ) Retro-fit( ) Other( ) Type of Sldg.: Single-family( ) ' Two-family( ) Multi-family:( ) Commercial Restaurant( ) Other( ) No, of Existing Dwelling Units in this building: . No. of Accommodation units in this building: Does a Fire Alarm Exist: YES ( j !V� O Does a Fire Sprinkler System Exist: Yes O No O �� r��*� �� r� ��SE ONLY��*��*��r��r��*�r�:��*�**�*:� , P �P�o �i� —rd � Su��-� v�� Tlde, s''�''''-�,�z-- D�t�: •�- ,.° F:\cdev\FORMS\Permits\Fire�alarm_perm_10-19-06.doc Page 1 of 4 10/19/06 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A07-0120 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'D' Applied . . : 10/12/2007 Parcel No...: 210108278002 Issued . . . 10/18/2007 Project No : ~-��-�� _G��1 Expires . .: 04/15/2008 OWNER LODGE PROPERTIES INC 10/12/2007 PO BOX 7 VAIL CO 81658 P.PPLICANT ENCORE ELECTRIC 10/12/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-5 �GNTRACTOR ENCORE ELECTRIC 10/12/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-5 Desciption: VAILS FRONT DOOR-BUILDING'D'-NEW CONSTRUCTION FIRE ALARM SYSTEM FOR VAILS FRONT DOOR SKIER SERVICES Valuation: $44,581.00 r*s****+**+*�r*+r*t*r****+*�*�*��+*****�****sr+*�rr***►**rr++**►�++� FEE S UMMARY s**a*�*+*****►r�►*�**�***��:************�+****+*******+****r• Electrical---------> $o.o o Total Calculated Fees--> $1,903.�9 DRB Fee---------> $o.o o Additional Fees----------> $o.0 0 Investigation----> $o.0 0 Total Permit Fee--------> $1,903.�9 W il I Call---------> $0.0 0 Payments------------------> $1,9 0 3.7 9 TOTAL FEES--> $1,903.79 BALANCE DUE--------> $0.00 s*«+****+**■*■****r.****+r****«**s**:*s*****s:**�s*r*.**ta��**r****�:*******�x***�*:�*�.:**s***►s***t**►*t***+**+*r*:***ss*******sr**s*►**�■*«�t»* Approvals: Item: 05600 FIRE DEPARTMENT 10/18/2007 McGee Action: AP Detection is required throughout. Install detection in restrooms throughout . Detectors 5 :M1-63 and 5 :M1-30 must have elevator recall on each detector. Sheet FA3 .22 D-118, detector required. Sheet FA3 .23 , D-108, D-110, D-112, D-113, and D-115, detection required. �**..*********..***.�«.+*��*.**,��.*..*.*.**.*.**********.**.�,:.*.,:.**�.*�*�*:*�*�..,:�**.*:�+.**********.,�**...*+*****.*.**.*.*.*.**�..*..�.«.« CONDITIONS OF APPROVAL **.****.*.*.*...*..�.*.*...*.*..*.*.***********,...**..*....�.*.*.�*......**�.,.***�*.*******�*******�,�*..***.*.�:.**.**«*.**..*.*...***......*..* 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 owns oning and subdivision codes, design review approved, International Building and Residential Codes and other o 'nan s of t e Town applicab ereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR H CE BY LEPHONE AT 9-2135 FROM 8:00 AM-5 PM. � IG TU WNER OR CONTRACTOR FOR HIMSEL AND OWNER ***************************+****************+**************+******************+************* TOWN OF VAIL, COLORADO Statement **+*************+�+*******************�************++++*******+*+++************************+ Statement Number: R070002263 Amount: $1, 903 .79 10/18/200703 :36 PM Payment Method: Check Init: LC Notation: #1814/ENCORE ELECTRIC ----------------------------------------------------------------------------- Permit No: A07-0120 Type: ALARM PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $1, 903 .79 This Payment: $1, 903 .79 Total ALL Pmts: $1, 903 .79 Balance: $0.00 ***********+******************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 1, 671.79 PF 00100003112300 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E06-0063 ��-C�v � � Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : OS/04/2006 Parcel No...: 210108278002 Issued . . . OS/11/2006 Project No : -p R-5 t�C� -b�"�\ Expires . .: 11/07/2006 OWNER LODGE PROPERTIES INC 05/04/2006 PO BOX 7 VAIL CO 81658 CONTRACTOR ENCORE ELECTRIC 05/04/2006 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E Desciption: VAILS FRONT DOOR-BUILDING 'D'-NEW CONSTRUCTION-RUN DUCT BANK (ELECTRICAL) FROM GRASSY KNOLL TRANSFORMER TO NEW SPLICE VAULT IN PLAZA STAIRS AND CONDUIT INTO ONE VAIL PLACE. Valuation: $31,500.00 Square feet: 0 �**********************�******************************************* FEE SUMMARY ******************�********�**�***************************** Electrical---------> $6 9 9.2 0 Total Calculated Fees--> $7 0 2.2 0 DRB Fee---------> $0.00 Addirional Fees----------> $o.00 Investigation----> $o.o o Total Pernrit Fee--------> $7 0 2.2 0 Will Call---------> $3.00 Payments------------------> $702.20 TOTAL FEES--> $702.20 BALANCE DUE--------> $0.00 �***********+*******�*�**��******�*****�*+****�*��*�*�*�******�*************************�*************�**�**�***��*�**�***�****�***************** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 05/05/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT *�****+***************�***�****�*�*�*�**************�*�*************�*�*****�****�*�***�*******************�***��***************************��** CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0007990 Call for inspection prior to backfill. ��*��****�*******************�:********��************��:********��:*�*******************************************�**********************�*�*�****** 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. j,1i(ti f•r/t-�--� /{/�'------ ********************+************************************************�****+****��**++***** TOWN OF VAIL, COLORADO Statement �***�:***:�***********:�:x************�:**************�****:x:x************:x****************:�:�*��** Statement Number: R060000562 Amount: $702.20 05/ll/200609:47 AM Payment Method: Check Init: DDG Notation: Encore Electric 1464 ----------------------------------------------------------------------------- Permit No: E06-0063 Type: ELECTRICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $702.20 This Payment: $702.20 Total ALL Pmts: $702.20 Balance: $0.00 **:�******************�:�************�x******�****************�:******�******+****************�x�x ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 699.20 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- APPLICATYON WYLL NOT BE ACCEPTED IF INCOMPP�OjeCt #NSI��,F� `O / .O�l /""' �� c'� Building Permit #: 60 - ooz( " ��'"'"" s �� Electrical Permit #: � - �,a�3 �� 970-479-2149 Ins ections ,� ( P ) TOWNOFYAIL ' TOVVN OF Va4IL ELECTRICAL PERMIT APPLYCATIOIV 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION Electrical Contractor: Town of Vail Reg. No.: Contact and Phone #'s: CY?Co/LE �'Cce. 1�c. 331 - F�-- C"��,•��ti•.. L,�.c,.� y1 t - ��1�3 E-Mail Address: `;,,� , �� ,��o,r„� �, _ o� Contractor Signa _ �• o G✓v COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOlt ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: ELECTRICAL VALUATION: $ 3 � S-zIC� � Contact Ea /e Coun Assessors Office at 970-3Z8-8640 or vrsit www,ea le-coun ,com for Parce/# Parcel # Job Name: G�Sy� (Lr�aw �1..�Cc..-rf�a-z-t�t— Job Address: �—�t.�. G � }� ��L �, �� orL. c. Legal Description Lot: Block: Filing: Subdivision: Owners Name: V�� s Address: �.� �� ?� �� Phone: Engineer: QS Address: rtZ� Avr ar��.. �«- w� phone: 6 Z� —�Z�o .�.�...� co o zc�E 3 d 3— Detailed description of work: �(2,��,... p�,�.{- Ci A�k. C e�,e.c�.,'«.,.t �.,,.... G�.ss� fc�..e t� �+rc.+-s�+rw�w� � ►�c.,.� r��l.t� �/c.vl'�- �1�.. Plc.tc� S�trS a.�!- Co...r.�:+ ;,.-�a O�c. V�..rl ��c.f..L� Work Class: New Addition ( ) Remodel ( ) Repair( ) Temp Power ( ) Other ( ) Work Type: Interior ( ) Exterior� Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldy.: Single-family( ) Duplex( ) Multi-family( ) Commercial� Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) N Pr xX�xx*x�r�xx�:�:��:�:��xxxx:�:��:��::�:�x:��:xxFOR OFFICE USE ONLYX:��:xx*��::�:�*:��xx:�x�;��:�*��:�x**��x:�x� � �� Other Fees: Date Received: DRB Fees: Acce ted B : Planner Si n-off: \\Vail\data\cdevAFORM S\PERM ITS\ELECPERM.DOC 07/26/2002 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E06-0064 -�� -vo z 1 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : OS/04/2006 Parcel No...: 210108278002 Issued . . . OS/19/2006 Project No : +��,��( _��` Expires . .: 11/15/2006 OWNER LODGE PROPERTIES INC 05/04/2006 PO BOX 7 VAIL CO 81658 CONTR.ACTOR ENCORE ELECTRIC 05/04/2006 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E Desciption: VAILS FRONT DOOR-BUILDING 'D'-NEW CONSTRUCTION-PROVIDE AND INSTALL NEW SERVICE FEEDS FOR ONE VAIL PLACE, THE HILL BUILDING, CHRISTY $PORTS BUILDING. LAZIER BUILDING AND THE SNOWMELT BOILER PANEL. Valuation: $230,000.00 Square feet: 0 ******��*********�**��********************************��*********** FEE SUMMARY ******************************************************�x***�* Electrical---------> $4,818.50 Total Calculated Fees--> $4,821.50 DRB Fee---------> $O.oo Additional Fees----------> $0.00 Investigation----> $0.00 Total Pernut Fee--------> $4,821.50 Will Call---------> $3.0o Payments------------------> $4,821.50 TOTAL FEES--> $4,821.50 BALANCE DUE--------> $0.00 �***************************************************************�****�**�******************************�:***************************************** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 05/17/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT ***��*�*��**�********************************�***********��********************************************************+*********************��** CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. �*�*�**��**********************�*****��*****************************************�********************************�***********************�***�*** 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. '�� /�-� SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF *�*****************�*********�***�********�********************************�****�*********** TOWN OF VAIL, COLORADO Statement ************************************�x********�*************************�******************** Statement Number: R060000642 Amount: $4,821.50 05/19/200610:52 AM Payment Method: Check Init: LC Notation: #1469/ENCORE ELECT ----------------------------------------------------------------------------- Permit No: E06-0064 Type: ELECTRICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $4,821.50 This Payment: $4,821.50 Total ALL Pmts: $4, 821.50 Balance: $0.00 ***********************�******************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 4,818.50 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- P' � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG�Bj ��'��r13 / Project #: ��C� v" � /s ,,, � /�„ �.-� � Building Permit #: R v G - o o z( .•�°� " � �r� Electrical Permit #: ra�-Csob� �' � 970-479-2149 Ins ect�ons ,� ( P ) T1UA'N�FYAI�, TOWN OF VAIL ELECTRICAL PERMIT APPLICATION 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION Electrical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: �r�orL.� �`r.�,-�z.c.. a��. �3 l - � w�r� L�v�c� �f7! - ��( i 3 E-Mail Address: o� Fax#: q e.�9 - �Z go t�n.1•�. ; cxtorcclL�.c� Contractor Signature: 0 COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) 00 AMOUNT OF SQ FT IN STRUCTURE: ELECTRICAL VALUATION: $ `� U CjpO Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea le-coun ,com for Parce/# Parcel # Job Name: � j��S ��.0 poQZ ]ob Address: ("7 � �u,�� Cr��- �C•;u-C� 1/ Legal Description Lot: Block: Filing: Subdivision: Owners Name: V�� 5�� Address:PA.4o� (Z,,,� �uco Phone: Engineer: �S Address: ��Z� " "" ""`Y Phone: c.�.w c o S c x,d 3 u 7- G t 3 - �o Zc+o Detailed description of work: p,�,v,�.c,., d..�. �.r.s�•�.t.. wc..� 5c.�u�ti «� Ovr... �f�.+� I��c.�t� TN� Ea-:Il T3v�lt�''."�j, Cl,.ri�� w�'1 (�. vilCl��...s I C.a.Z�C✓ C3ai lc1-�L.�, tr.� �- Sr.w��- rclf boi`�o-r' w...elL - Work Class: New Q� Addition ( ) Remodel ( ) Repair( ) Temp Power ( ) Other( ) Work Type: Interior� Exterior( ) Both �) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial �j Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes No ( ) Does a Fire Sprinkler System Exist: Yes � No ( ) �*�**��*��*�*******��*****��*�******FOR OFFICE USE ONLY**********��****�***��***��*:��* Other Fees: Date Received: ' DRB Fees: Acce ted B : Planner Si n-off: F:\cdev�BUILDING�APPLICATIONS\ELECPERM2005.DOC 07/06/2005 �. . �, �-�--: _ � Stan Hahn .._____.� � .�_,_� ___.� .,,,. � __._._ ...._.___�� Page 1 From: "Marlin Linder"<Marlin.Linder@EncoreElect.com> To: <shahn@vailgov.com> Date: 05/16/2006 7:36:38 PM Stan, Good evening: This is to follow up our conversation from last week in regards to electrical comments on the Grassy Knoll electrical drawings. Please let me know if there are any additional items that you want the team to address. Marlin Linder 1. Due to distance of 1200 amp breaker from One Vail Place building, will the 1200 amp breaker clear a low current ground fault? ABS will forward voltage drop calculations that show all voltage drops to be within required NEC and Holy Cross requirements. 2. Main bonding jumper is to be removed in existing One Vail Place Switchgear. Will be removed. 3. Need additional grounding at 1200 amp disconnect, ground rods are for lighting protection only. Main grounding electrode will consist of a plate electrode per NEC. 4. Need dedicated circuit for EPO button and control. Dedicated circuit will be Panel HS circuit 11, clearly marked in a distinctive color and capable of being locked in the on position. 5. Need finro exits out of main electrical room in One Vail Place due to 1200 amp gear. Another exit will be cut in to have finro exits. 6. Where will EPO buttons be located? One EPO will be located in main electrical room in One Vail Place the second one will be located by the West garage door in a locked box with a key in the F.A. knox box. CC: "Doug Thompson"<dthompson@hyderinc.com>, "Chris Knight" <cknight@hyderinc.com>, "Scott Miller"<scmiller@hyderinc.com>, "Marlin Linder" <Marlin.Linder@EncoreElect.com> TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E06-0191 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 09/27/2006 Parcel No...: 210108278002 Issued . . . 10/30/2006 Project No : ��j U� _��, ��,� Expires . .: 04/28/2007 OWNER LODGE PROPERTIES INC 09/27/2006 PO BOX 7 VAIL CO 81658 APPLICANT ENCORE ELECTRIC 09/27/2006 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E CONTRACTOR ENCORE ELECTRIC 09/27/2006 Phone: (970) 949-9277 PO BOX 8849 _ AVON CO 81620 � License: 331-E Desciption: ELECTRICAL FOR VAILS FRONT DOOR-BUILDING 'D'-NEW CONSTRUCTION Valuation: $741,609.00 Square feet: 0 �*�**************************************************************** FEE SUMMARY ****************��*******************************�****+�+�*� Electrical---------> $15,101.0 0 Total Calculated Fees--> $15,10 4.o 0 DRB Fee---------> $o.o o Additional Fees----------> $o.o 0 Investigation----> $0.00 Total Permit Fee--------> $15,104.00 Will Call---------> $3.00 Payments------------------> $15,104.00 TOTAL FEES--> $15,104.00 BALANCE DUE--------> $0.00 ***�:**�****************�***********************************************************************�***********�*******************�*************��** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 10/05/2006 mroyer Action: AP Item: 05600 FIRE DEPARTMENT ******************************�*************************�*�*�******************�********�*************************************+*�**+*******+***** CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *************+**************************�*******************************************************�*�*****�**�************************************� 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 ADVANC Y TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. �� ********�***�**�*****�**************************************�************��*�************** TOWN OF VAIL, COLORADO Statement *******************�****************************************************:x****�x************** Statement Number: R060001842 Amount: $15, 104.0010/31/200605:10 PM Payment Method: Check Init: DDG Notation: Encore electric 20508 ----------------------------------------------------------------------------- Permit No: E06-0191 Type: ELECTRICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D� Total Fees: $15,104.00 This Payment: $15, 104.00 Total ALL Pmts: $15,104.00 Balance: $0.00 *****��**�x************�****************�:�:�******:x*********************��******�x*�**�x�x*�**** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 15,101.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGIC�� V�O' U(� C�� Project #: � ( ` O f � / Building Permit #: l� �� - �? 1 O e i Electrical Permit #: � � � 970-479-2149 (Inspe ons TUA'NOFYA�, TOWN OF VAIL ELECTRICAL PERMIT APPLICATION 75 S. Frontage Rd. p O Vaii, Colorado 81657 ,S �Jc� �O�l CONTRACTOR INFORMATION ' Electrical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: �YaC�r k C C-I�'I�, )V\IC — � i E-Mail Address: �t •L�. CtV. Fax : � _ Contractor Signature: . a COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) AMOUNT OF SQ Ff IN SfRUCTURE: ' � �� ELECTRICAL VALUATION: $ �{ � � Contacf Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea le-coun ,com for Parce/# Parcel # � � � ]ob Name: VGU�S �Yt�Y�"�' Upv� Job Address: ��"{ �1.UC� �;,QQ� v� i6 Legal Description Lot: Block: Filing: Subdivision: OwnersName:� � prU ,�.�� Address: �j L, 7 Phone: �-7 � _ �� Engineer: � � v , �5 Address: �� z 3 � � PA�-k one: _ (� _ L¢ t� Detailed description of work: V�,�5 �-�,n..t. �vc� r' �U) �Gll�fa L� .J �1e�,,� e �r15�-ruL�--��;'� Work Class: New Addition ( ) Remodel ( ) Repair( ) Temp Power( ) Other( ) Work Type: Interior( ) Exterior( ) Both Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial ( Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes ( ) No Does a Fire Sprinkler System Exist: Yes ( ) No ,�,�*******��** ********��********FOR OFFICE USE ONLY*�****�*��**�****��******�***�****��* � Other Fees: Date Received: ' 0 � � '�� DR8 Fee�: ' �� Acce ted'B : � � �� , Planner Si n-off: F:\cdev�BU1LDING�APPLICATIONS\ELECPERM2005.DOC 07/O6/2005 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAII,, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E07-0328 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D'-VIAL SPORT Applied . . : 11/20/2007 Parcel No...: 210108278002 Issued . . . 12/20/2007 Legal Description: -� ,� ., Expires . .: 06/17/2008 Project No : S�'��" � � � � OWNER LODGE PROPERTIES INC 11/20/2007 PO BOX 7 VP,IL CO 81658 APPLICANT ENCORE ELECTRIC 11/20/2007 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E CONTRACTOR ENCORE ELECTRIC 11/20/2007 Phone : (970) 949-9277 PO BOX 8849 AVON CO 81620 License : 331-E Desciption: ELECTRICAL SYSTEM FOR VAILS FRONT DOOR-BUILDING 'D'-VAIL SPORTS TENANT FINISH Valuation: $77,500.00 Square feet: 0 *sr�tr*�+**�r*�*+*�+**r***rs*t*++*��v***:r*:trr*w�x*�r*t++*r*�**r*�� FEE S UMMARY �*�*a**�*+****a*****��s�****+*�*r*******+**►***+****r*****�* Electrical---------> $1,672.10 Total Calculated Fees--> $1,676.10 Investigation----> $0.o o Additional Fees----------> $o.o 0 Will Call---------> $4.oo Total Permit Fee--------> $1,676.10 TOTAL FEES--> $1,5�5.1 o Payments------------------> $1,6 7 6.10 BALANCE DUE--------> $o.o 0 +*�v*t»*+��******r***►********s****:+:*****�***�«*rr***r*r**+**�*rr+*.****r*r.�+�***v*��s*+�*►*�r***a**+***xs*+*.�.*s*s*+.**�+�r+.**+�+�+*++*�r** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 12/18/2007 JPLANO Action: AP Plans in the building permit set, no chargf Item: 05600 FIRE DEPARTMENT ►******.*s��*�*�.**�***.**.�«».*.*.....�.,*.*.*.,.+�,**,:�*�.�.*.�+.*►..�**,:«*�,�.*.*.*�*«**+�***.**.****,....***.**.+***+�.+�+***s***.*«*.**+�.*. CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. «*�**.**»+*+,..:*.,..*.*+*++�..�:«.�.*.*«*«******.:.*�.:.**.***.*...**+***.*..�.*+..*.*.*++*�***«.�*,****...*.*.*.*�**.*.*****».*.,*+.**.*:*...** 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 I AD CE TELEPHONE 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. - ,� . J� SI A F WNER OR CONTRACTOR FOR HIMSELF AND OWNER *****************************�********************+***************************************** TOWN OF VAIL, COLORADO Statement ***+*****�***++�************************************************************************+�** Statement Number: R070002752 Amount: $1, 676 .10 12/20/200709:04 AM Payment Method: Check Init: DDG Notation: Encore Electric 1873 ----------------------------------------------------------------------------- Permit No: E07-0328 Type: ELECTRICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' -VIAL SPORT Total Fees: $1, 676.10 This Payment: $1, 676 . 10 Total ALL Pmts: $1, 676 .10 Balance: $0. 00 *************************************�*****************************�*********************++* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 1, 672.10 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- NOTE: TH/S PERMIT MUST BE POSTED ON JOBS/TE AT ALL T/MES .� TOWNOFVAQ. ' Town of Vail, Community Development, 75�South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Permit #: E08-0157 NCOM Project #: PRJ06-0031 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'D' Applied . . : 07/14/2008 Parcel No...: 210108278002 Issued. . : 07/14/2008 Expires . .: 01/10/2009 OWNER LODGE PROPERTIES INC 07/14/2008 PO BOX 7 VAIL CO 81658 CONTRACTOR CHOICE ELECTRIC CORPORATION 07/23/2008 Phone: 303-430-7200 2080 WEST 60TH AVE DENVER CO 80221 License: 183-E Desciption: VAILS FRONT DOOR-BUILDING'D'-NEW CONSTRUCTION Valuation: $1,500.00 Squa�e feet: 0 �..,.�,,..,.�..*.*.,,**«*,.*.,*«*.,*».,....,..,,,,.**..«*«„*«*«„«*„*„***.*.,.* FEE SUMMARY „*«.,.«**.,..,..,..**,.*.,.**,.,.*«**„*«*„**.**.,,....,�.*.*.**,,,..,,*«.«,,.***„*...**. Electrical Permit Fee---------> $57.50 Total Calculated Fees--> $61.50 Investigation Fee--------------> $0.00 Additional Fees----------> $0.00 Will Call Fee--------------------> $4.00 Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $61.50 Total Caiculated Fees-------> $61.50 Payments-----------------> $61.50 BALANCE DUE----------> $0.00 ...,,..�,..,.,..�.*«„*««*««....*..,,*„*.,.�.�.**«*«*««*«*......»,.......*,,.,,*««*«*«,.*.,**.«..«*.*..,......*.,«««,,,.*..*<„�.,...,.«***„**.,*.,**,,.<.,.....�.*..,,*«*..,,,*«.,,....,. APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 07/14/2008 JLE Action:AP ..,....,,*„*,,.**«*«.*...,,,,,..,.,,,...,,.,,».*****,,,,.,,,.«**.,..*..,.,,..,..,,.,,.,.,.,*«*****„**...,,*.,,.,...,....,«***«*.*.*...,,.,..,,*.,*«*«*.,,***........R.*.***.***.,,,..,.*......,,..*** CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ***..,*.,,**»*,.,...,,,.....,.,.,.*«„�«***,.«**.,..,,.,,..,�.,.,�.�.,,,,��«,.*«**„**,,....».,,..,�..,�.,,�..,,.,.****„*�.�„»,,.,,.,*.«.,*.***„**.*...�,,..,*....,.«**«„*,,,.,..,,...,.,,,....,,.**.,,..,». DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate piot 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 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. Signature of Owner or Contractor Date Print Name elec_prm_041908 NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �w�uo�vnu,• Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Permit #: E08-0157 NCOM Project #: PRJ06-0031 Job Address: 174 GORE CREEK DR VAIL Status. . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'D' Applied . . : 07/14/2008 Parcel No...: 210108278002 Issued. . : 07/14/2008 Expires. .: 01/10/2009 OWNER LODGE PROPERTIES INC 07/14/2008 PO BOX 7 VAIL CO 81658 APPLICANT HYDER CONSTRUCTION, INC 07/14/2008 Phone:303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 07/14/2008 Phone:303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: VAILS FRONT DOOR-BUILDING'D'-NEW CONSTRUCTION Valuation: $1,500.00 Square feet: 0 «.*.*.*�,*„�**�*.*„�.�,.,,*.*.***�«�«.*..*�*.,,*.,.*,,..*.,,.*.�*.*«*«,* FEE SUMMARY «„�„�..,,�.**..**x.�.,,...,�...,.*.*...*.*.*,t.�.«.*..«.**.***.,,«*.«�...,,�..,.. Electrical Permit Fee--------> $57.50 Total Calculated Fees--> $61.50 Investigation Fee-------------> $0.00 Additional Fees--------> $0.00 Will Call Fee-------------------> $4.00 Use Tax Fee------------------> $0.00 TOTAL PERMIT FEE---> $61.50 Total Calculated Fees-----> $61.50 Payments----------------> $61.50 BALANCE DUE----------> $0.00 .*.,..�**,.*«**„*«*,,,,*�*..*.**��**.�,.�.,***#�„*********�.�**�,�*****.««**,.***«*x,.**..*..*.*.********.**�*x*.�*�.*�.«�..*.*.�,*�««*..*.�...*,.*�**.�......,..*..*,.*«..#*.«. APPROVALS Item:06000 ELECTRICAL DEPARTMENT 07/14/2008 JLE Action:AP .x..*********.***.**.******.*�***.*..,.*.**.*.****.*.�*..*.***,.*.*.�.*****.�.***�„*x,�*�.,�x..�*.*,�*#********.***.,.*****.*.*.*.,,**.*..,�,.*:.*.,,*„:x*x.�.,,..*..,�„*..*.* CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. „«��*.*.�.xx..,�..x.x,.**,....»*xx...*,�...�*,�x,�.,�.«....*,�.*.*..�.,�x..x..«,�....*.*....��.*.«.�.*.,�,,.**.***..*.**......«....«*«..*,.«*.**........,�*.*.�...«*.*«**x.*.* 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, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS F PECTION SH �BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE F 8•0 AM- P . /�� ( ��i ' a r ontract r Date Print Name elec�rm_041908 ,' '� OGo�`�- 1 ; � . APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED �� 1�`t _��1 , � Project #: r�J��10 � � �'. Building Permit #: �3�(..P-O�� ,. Electrica) Permit #: ��qj.�� ,� ;�� l `; � 970-479-2149 {Inspections) �°,��'�� +�F �� 75 S. Frontage Rd. Vail, Colarado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTOR INFORMATION 25� ��.z�ii L��G. Electrical Contractor: Town of Vail Re No.: Contact Person and Phone #'s: CHOICE ELECTRIC CORP. ' ^� JAMEY 303430-7200 E-Mail Addr • 'amey@cY!oiceelectric.com fax#: 303-428-1235 Contractor ignature: COM E SQ. FOOTAGE fOR AREA Of WORK AND VALUATION OF WORK(Labor& Materials) AMOUNT OF SQ FT IN STRUCTURE: ELECfRICAL VALUATION: $��—' Contact Ea� /e Coun Assessors Office at 970-328-8640 or visit ww�io_ea�!l�.-c�un._.._._c�r._ for Parce/# Parcel # 2„� p ►d g �'L,2� r0"'j � Joh Name:' ° �; Job Ad ress: - „ ,, r (�( ��t h �r ��blc Gc uy 1 Legal Description Lot: B{ock: Filing: Su division: Owners Name:YA,�s �sP,,:,s Address:�j.�Q�,,,,�.,,,�fl2,� RQ �,�Zp Phone: � Engineer: Address: Phone: � Detailed descri tion of work: r �? 5 � , ;r� � ,..: • j U -''�s /�/�� Work Cfass: New ( ) Addition ( ) Remodel ( � Repair ( ) Temp Power ( ) Other( ) Work Type: Interior (k') Exterior ( ) Both ( ) Does an EHU exist at this location; Yes ( ) No ( ) Type of Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial (�� Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: is this ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) ,�**�,��:x,�*�:�*,�*��,�,��*x,�**��*,��**�**x��,�xFOR OfFICE USE ONLY�*��*�*x*�**,�,�*,�,�**�:�***,�*��**�:*�*�: �t � �V[�� -�j� Other Fees: Date Received: �7 V� � DRB Fees: Acce ted B : Plann�r Si n-off: F:\cdev�FORMS�Permits\Building�elec.tical_permit_i1-23-2005.DOC Page 1 of 2 11/23/2005 w �k####�k##�k###�k�k�k####�k######+k�k*#****###***###*#*+k###�k*##***###�k�k#�k#�k#######�k�k#�k�k*+k�k�k####�k###�k* TOWN OF VAIL, COLORADO Statement *******************************�************************************************************ Statement Number: R080001152 Amount: $61.50 07/14/200802:43 PM Payment Method: Check Init: JLE Notation: 35537 CHOICE ELEC ----------------------------------------------------------------------------- Permit No: E08-0157 Type: ELECTRICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $61.50 This Payment: $61.50 Total ALL Pmts: $61.50 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 57.50 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- 03-16-2009 Inspection Request Reporting Page 6 4:07 pm Vail, C� - Citv Of Requested Inspect Date: Tuesday, March 17, 2009 Inspection Area: SH Site Address: 174 GORE CREEK DR VAIL VAILS FRONT DOOR-BUILDING'D' A/P/D Information . Activity: E08-0157 Type: B-ELEC Sub Type: NCOM Status: ISSUED Const Type: Occu�pancy: Use: Insp Area: SH Owner: LODGE PROPERTIES INC Contractor: CHOICE ELECTRIC CORPORATION Phone: 303-430-7200 Description: VAILS FRONT DOOR-BUILDING 'D'-NEW CO,NSTRUCTION ,,: , f Requested Inspection(s) r� y; � � � �;,/`�"'� �---,� � � .�,° Item: 190 ELEC-Final ' � i � � � Requested Time: 09:00 AM Requestor: CHOICE ELECTRIC CORPORATION Phone: 303-430-7200 Assigned To: SHAHN Entered By: JMONDRAGON K Action: Time Exp: � , . , �.J '� ,�� ;, , — � _ - <� � �� a , , �,� , ;,�,�-„. ,� Inspection Historv Item: 1�LO ELEC-Rough 07/23/OS Insp ector: shahn Action: PI PARTIAL INSPECTION Comment: INSPECTED THREE NEW SURFACE MT RECEPTS NEAR ENTRANCE. Item: 140 ELEC-Misc. Item: 190 ELEC-Final REPT131 � Run Id: 9374 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F06-0044 '�� -c�2� Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D' ONE VAIL PApplied . . : 07/14/2006 Parcel No...: 210108278002 Issued . . . 07/19/2006 Project No : �� j, Expires . .: OWNER LODGE PROPERTIES INC 07/14/2006 PO BOX 7 VAIL CO 81658 APPLICANT FIRE PROTECTION INC 07/14/2006 Phone: 303-399-1366 4981 EAST 39TH STREET DENVER CO 80207 License: 176-5 CONTR.ACTOR FIRE PROTECTION INC 07/14/2006 Phone: 303-399-1366 4981 EAST 39TH STREET DENVER CO 80207 License: 176-5 Desciption: BLDG D (SKIER SERVICES BLDG) ADD NEW FREESTANDING FIRE DEPT CONNECTION (ONE VAIL PLACE) Valuation: $5,853.00 *********************�****�***************************************** FEE SUMMARY ************************************�*�***�***************** Mechanical---> $0.0o Restuarant Plan Review--> $0.00 Total Calculated Fees---> $598.75 Plan Check---> $3 5 0.0 0 DRB Fee---------------------> $0.0 0 Additional Fees-----------> $0.o 0 Investigation-> $0.0 0 TOTAL FEES--------------> $5 9 S.7 5 Total Per[nit Fee----------> $5 9 S.7 5 Will Call-----> $0.00 Payments-----------------> $598.75 BALANCE DUE---------> $0.00 �*�******************************�****�*****�*****�**************�*********�********************************�*******�**************************** Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 07/18/2006 McGee Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED .TO CHECK FOR CODE COMPLIANCE. ****�********�****�**�*********�*******�*************************************************�**********�*********�*�*�*�**************************** 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 Y T EPHONE AT 479-2135 FROM 8:00 AM-5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ******�************************************************************************************* TOWN OF VAIL, COLORADO Statement ******++****************�******�************************************************************ Statement Number: R060001020 Amount: $598.75 07/19/200610:18 AM Payment Method: Cash Init: DDG Notation: cash ----------------------------------------------------------------------------- Permit No: F06-0044 Type: SPRINKLER PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' ONE VAIL P Total Fees: $598.75 This Payment: $598.75 Total ALL Pmts: $598.75 Balance: $0.00 :�********�******************************************************************:�*************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 248:75 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- Jul • 13� 2006 4:3gPM F[RE �P�4TEGTf�N� INC 3�3��[ �Q84 Na.2284 P. 2 JIPPLICi�77�N YWLL NOT BE A�EPTEt)1�iN�[�PLE7E flR UNSiG�IED .�� .7 I Project#:_�,� Bullding Permit#: U •C,�2) Sprinkter Permit#: � 970-47¢Z135(MspectMns) �}�ppy� TOWN O AIL F1R SPR NK R PERMIT APPLICATION Fire Sprinkler shop drawi�gs are�equi�d at time of p��tlit submittal a�td T5 S.Frontage Rd. must include the fpllowing.Permit appllcation will not be aCCepted Vail, Coicrado 81557 without this information: • /!,��gi�'��rtt N.1,�.€.�'.!.$vel i!1(min)st�mp- ' ��+ttf rn�s. • �f��c� . � E►��I��t�tt�t��. • ��r� �s.�5 ��t�. �`�e��er.#�r�Cr��trat�or. CONTRAC'�OR IN�'ORN�iTIUN x4 0� Fire Sprink[er Co�rtractor Tvwn af Vait f�eg.Nn.: Contact and Phons#'s: f"/�.F �JL,caTGrc/��u j�J �p,, . ._ c, �. D l��s .�03- 3�� - i3 � � E-Map Addr�s,s: ; r r o s s �u.�p.s'1�, tv,�'� COR ' I7 COMP(_ETE VALUA'T{t'�N�r FQ ��pE�� {��„g�ytsteriats) Fire Sprinkter:S �"r�,� 7�� Contac�t�� /�G�_ ,��ss�r��'�c��3'97�3?��6�1t��a��s�� ,�.� t ��,�g°.�o �r Pa�r�e1## � , _� s �� - _.__._,�_.... -___..�.� , � _�_� � —��,_ ,�.�...�ny__ . _.�,�,-- .._- __ .. ._ . �, _ :.�. ,� ____ � -- - y, .- ��_ _. _ :.= 6 .�ti�r.�r'��tx�. �,7 3-,f e"' '�1 � `.._.�._ _� __ �'1 �i _ �i'°✓'`= 7�,�� ;; ��.'�:�.::- F`v�`s .�`ai'�"a� �. � '' - •��= , � $tvL,�' _ _� ..._..,-- --,..�..� __...,.�.� � ,' � � ��+°'��:�6i�.°�E"�F" �' '�t � `.�e�°^rC�, _ �'i r! / p m �. _ �- a _� S� � �k3b�ves€ta� ��' ��.�'� II �i �e��„ ,.R.pr,.n,P, - -_ __ -- �-� — -_'� m,� yi R.�%rKk ��`.�-�e^:,.r_iG ¢� .cl ire, E� ".,,wcm...�.�` � �''��it�: -1--�- gj 4r -:-.``�°'°'°TMr�- ��.,..;==— ,...........��r__ �' . � m � ' ___.,... �._' -�_ _ v.�..�. a...�+ ei L.�.Y, i . 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'7.1 ' I �f TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F07-0051 � --�,�_c�5�( �0 7-a(?� Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 07/10/2007 Parcel No...: 210108278002 Issued . . : 07/18/2007 Project No : �,�� _ ap v` Expires . .: � ��__..� OWNER LODGE PROPERTIES INC 07/10/2007 PO BOX 7 VAIL CO 81658 APPLICANT FIRE PROTECTION INC 07/10/2007 Phone : 303-399-1366 4981 EAST 39TH STREET DENVER CO 80207 License: 176-5 CONTRACTOR FIRE PROTECTION INC 07/10/2007 Phone: 303-399-1366 4981 EAST 39TH STREET DENVER CO 80207 License: 176-5 Desciption: VAILS FRONT DOOR-BUILDING 'D'-NEW CONSTRUCTION -REPLACE APPROX. 136 STANDARD RESPONSE SPRINKLERS WITH NEW QUICK IZESPONSE TYPE Valuation: $10,213.00 *►*******+*��***sr*+�*�*******r****�***t*******�r�r*************r*** FEE SUMMARY ***s�:***�►�***►*►*******�x+*«»�***v+�**r**�**r******e****►*� Mechanical---> $o.0 o Restuarant Plan Review--> $o.0 0 Total Calculated Fees---> $�84.0 5 Plan Check---> $3 5 0.0 0 DRB Fee---------------------> $o.o o Additional Fees-----------> $o.0 0 Investigation-> $o.o o TOTAL FEES--------------> $�84.o s Total Permit Fee----------> $�B 4.o s Will Call-----> $o.o o Payments-------------------> $�64.o s BALANCE DUE---------> $0.00 *+s�.*►a**++s****■****s******r**s*r*t*t*��***t**��****t»**********«********�s+*****a+**s.*:**s***►*►r*r*►*+�*r*s***r■r:+�*r+�*a**«r.*ss*s*.��+r*r Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 07/11/2007 McGee Action: AP Approved as noted: l .Relocate existing heads and correct cieticiencies as needed to bring system into with NFPA 13, 2002 edition and TOV standards . CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. �*�+..�,.�*.***.*..**.:..*.�*.+.+�..*�+:+.**�+...,::..**�*�*�,:*+�+**,:�*.***.*,:***�*+.�.*,********,:�.*****.�,�:�..��+.:��.��+*��.*.+�«��..+►+��++�* 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-FO HOURS ADV NC B ELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. � � SIGNATURE F OWNER OR CONTRACTOR FOR HIMSELF AND OWNER *****************************+************+************************************************* TOWN OF VAIL, COLORADO Statement ****+***********�***************+******+*****�*******++********************************+++** Statement Number: R070001272 Amount: $784 .05 07/18/200709:10 AM Payment Method: Check Init: DDG Notation: Fire Protection Inc. 32347 ----------------------------------------------------------------------------- Permit No: F07-0051 Type: SPRINKLER PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $784.05 This Payment: $784 . 05 Total ALL Pmts: $784. 05 Balance: $0. 00 ***************************************************************************************�**** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 434 .05 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F07-0069 �'`'�SbCP� ca� 5` Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'D' Applied . . : 07/26/2007 Parcel No...: 210108278002 Issued . . . 08/27/2007 Project No : Expires . .: OWNER LODGE PROPERTIES INC 07/26/2007 PO BOX 7 VAIL CO 81658 CONTRACTOR FIRE PROTECTION INC 07/26/2007 Phone: 303-399-1366 4981 EAST 39TH STREET DENVER CO 80207 License: 176-5 Desciption: VAILS FRONT DOOR-BUILDING'D'-NEW CONSTRUCTION - Install new fire sprinkler system Valuation: $119,942.00 *****a�****�*t**v****r*****�***�*****�*****r*rr*�**a+******�+******* FEE S UMMARY ********a*******��+*****+**�**�******r***********�**�*�*+�++ Mechanical---> $o.0 0 Restuarant Plan Review--> $o.o o Total Calculated Fees---> $5,44 7.54 Plan Check---> $3 5 0.0 0 DRB Fee---------------------> $0.0 0 Additional Fees-----------> $0.o 0 Investigation-> $o.0 o TOTAL FEES--------------> $5,4 4 7.54 Total Permit Fee----------> $5,4 4 7.54 W ill Call-----> $o.o o Payments-------------------> $5,4 4 7.5 4 BALANCE DUE---------> $0.0 0 *s**�s*+*+***�*«►r++r«�*****�*****s*s*s*****►*r***�*************a*e**:*«***+v****+*r*********r**********sr*+*****�*****�s**+■�r**■r**►v:**►rr*�+* Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 08/03/2007 mcgee Action: DN missing nodes that run ott the page atter i The C and B nodes are covered up with the sprinkler line, just like nodes 33? The are no pipe sizes on the C? through C4 . None ot the material cut sheets specity mociel number, size, options, or related df (115VAC or 24 VDC, with or without 2 sets of contacts, etc. ) The 1/8th scale plans are unreadable. . The 1/4 in scale plans do not include the entire area, not even the hydraulic remc 08/24/2007 mcgee Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. **,�****.****..�.**.*....*:+:*.***,...**�*:*:.:*+*..*s..�..*:.**.:...*s*.*.***+�*�+�*.*...**.*.*..**.**...*�..*.:***..�,.*,...*.�***�*.*.*.*.�... 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-FOU OURS IN ADVA BY TELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. � t ,. '�,�.� SIGNATURE OWNE OR CONTRACTOR FOR HIMSELF AND OWNER *****************************************************+*******************************+****** TOWN OF VAIL, COLORADO Statement **********+**************************************+********************++******************** Statement Number: R070001675 Amount: $5,447.54 08/27/200710:14 AM Payment Method: Check Init: LC Notation: #32451/FIRE PROTECTION INC. ----------------------------------------------------------------------------- Permit No: F07-0069 Type: SPRINKLER PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $5,447.54 This Payment: $5,447.54 Total ALL Pmts: $5,447.54 Balance: $0.00 ***********************************************************++*************************�***** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 5, 097.54 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT B CEPTED IF INCOMPLETE OR UNSIGNE • b��p3� �� Project#: .r � �� Building Permit#: (v 00 � Sprinkler Permit#: � TOWNOF�AIL � TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage Rd. must inciude the following. Permit application wiil not be accepted Vail, Colorado 81657 without this information: ❑ A Colorado Registered Engineer`s stamp or N.I.C.E.T. Levei III (min) stamp. 0 Equipment cut sheets of materials. ❑ Hydraulic calculations. ❑ A State of Colorado Plan Registration form. ❑ Plans must be submitted by a Registered Fire Protection Contractor. CONTRACTOR INFORMATION Fire Sprinkier Contractor: Town of Vail Reg. No.: Contact and Phone #'s: �a� �ieo�� 9��- 1�� 1eo55 c3fl3 35 9 � 3(.PC� E-Mail Address: Contractor Signatur . .�ry COMPLETE VALUATIONS FOR ALARM PERMIT (Labor&Materiais _ �..K�-.r.-------Y� J " J � i �'1 i� �, ' � `� `,, ,, ,� Fr� Sprinkler: $ � �9,�(�Z°� Ll; ,, � __ .� Contact Ea /e Coun Assessors O�ce at 970 328-8640 or visit www.ea /ecoun for Parce/# Q Parcel # �.Io{ t�$Z�?$ 00�. �� Job Narrae:��i� �w►��c)v�a. �Ju►(.O�rsta � Job Address: �� C(�k. �� • ��l¢, Legal Description Lot: Biock: Filing: Subdivision: Owners Nam�:�o�� Address: �p, ��—� �� eo Phone: Engineer: Address: Phone: � Detailed Location of work: (i.e.,floor, unit#, bldg. #) "� ��utiA`.�c.� � d�5'�t�-v�-'T��- Detailed description of work: �a,�, �-�g �1�3TfYGi-- Ill�t� ��v ��IG1N��s�7� �e`'s�'�,";v��a� €�� s>`�tz4'��i"��.u� i.s? Work Class: Ne�` Addition( ) Remodel ( ) Repair( ) Retro��t( �� her� Type of Bldg.: Single-family( ) Two-family( ) Multi-fa i ( �� No. of Existing Dwelling Units in this building: o. o ccommo a ion rn in is ui in : '�7 Does a Fire Alarm Exist: Yes( ) No ( ) Does a ire prin er ys e xis : *�*************************,�*****,�*,�*�*FOR OFFICE USE ONLY**************,�*********,�*,�*****,�*,�** �Oth: ° �"e� "` ` �D� . ._. �.� � . . ; �. -� . ":I e e:�: t�xe ,t �: �o � .�. � 4 S F:\cdev\FORMS\PERMITS\Flre�.sprfnkler�erm_12-5-05.DOC � � _ f/) �" ' 12/05/2005 ��' l I `.J ' � r TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M06-0277 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 10/OS/2006 Parcel No...: 210108278002 Issued . . . 10/24/2006 Legal Description: Expires . .: 04/22/2007 Project No : OWNER LODGE PROPERTIES INC 10/05/2006 PO BOX 7 VAIL CO 81658 APPLICANT HEATING & PLUMBING ENGINEERSIO/05/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLOR.ADO 80204 LicensP: 347-M CONTR.ACTOR HEATING & PLUMBING ENGINEERSIO/05/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLOR.ADO 8 0 2 0 4 License: 347-M Desciption: VAILS FRONT DOOR-BUILDING 'D'-NEW CONSTRUCTION-DIVISION 15 P�IECHANICAL CONSISTING OF PIPING, 2 BOILERS, 18 FAN COIL UNITS; 14 FANS; 10 PUMPS; 14 UNIT HEATERS; HEAT EXCHANGERS, TANKS, ELECTRIC HEAT AND DUCTWORK Valuation: $625,985.00 Fireplace Information: Restricted: #of Gas Appliances: 0 #of Gas Logs: 0 Ji of Wood Pellet: 0 ***�*�**�*********************************************************** FEE SUMMARY **********************�*****************************�******� Mechanical---> $12,520.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $15,653.00 Plan Check---> $3,13 0_o o TOTAL FEES--------------> $15,6 53.0 0 Additional Fees-----------> $o.o 0 Investigation-> $0.0o Total Permit Fee----------> $15,653.o0 Will Call-----> $3.0 0 Payments-------------------> $15,6 5 3.0 0 BALANCE DUE---------> $0.0 0 ******�***************�***********************�******�************************************************�***��*****�***�*************************** Item: 05100 BUILDING DEPARTMENT 10/12/2006 mroyer Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG. ) : COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG. ) : BOIILER INSTALLATION MUST CONFORM TO MAN[JFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG. ) : ACCESS TO MECFiANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC. . Cond: 31 (BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG. ) : PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004 .6. **************�***********�******************��****�*�****��*********�************�**��*�*********�*****�*******�****��*�*+********************** 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. � SIGNATURE OF R ONTRACTOR FOR HIMSELF AND OWNEF ****�************�**********��****�********�*******�******************�**************�**�� TOWN OF VAIL, COLORADOCopy Reprinted on 10-24-2006 at 12:37:24 10/24/2006 Statement +*******�**********�x**********************�**************************�x***:x****�****��x**�*�** Statement Number: R060001623 Amount: $15,653 .0010/05/200602:34 PM Payment Method: Check Init: JS Notation: 94683/HEATING AND PLUMBING ENGINEERS ----------------------------------------------------------------------------- Permit No: M06-0277 Type: MECHANICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $15, 653.00 This Payment: $15,653.00 Total ALL Pmts: $15, 653 .00 Balance: $0.00 ****�x*�x*��***************��*��x�**�x*�x*************��:****�***�****�****�*�:�****��******�:****** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 12,520.00 PF 00100003112300 PLAN CHECK FEES 626.00 PF 00100003112300, PLAN CK - project GFP012 2,504.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- - - APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE�j �0 �a� TOV Project #: �1�� ( Build�ng Permit #: 6' OOL - - •' O �q�' � � � Mechanical Permit #: • Z 17 ' � 970-479-214 ��QF�T� 9(Inspect�ons) TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81657 Provide Mechanical Room Layout drawn to scale to include: ❑ Mechanical Room Dimensions ❑ Combustion Air Duct Size and Location ❑ Flue,Vent and Gas Line Size and Location ❑ Heat Loss Calcs. ❑ Equipment Cut/Spec Sheets CONTRACTOR INFORMATION Mechanical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: ' b� �'n � ec S 3 ? /�'1 s,�t,,,,�.e l�.c �zo—zry—Zry E-Ma Address: �, � G . G o y,,� Fax#: �f z p - Z7y_� � Contractor Signature: COMPLETE VALUATION FOR MECHANICAL PERMIT Labor& Materials MECHANICAL: $ (,t''`". f'�,..,y � � � Z �� ( Xl,�s_ �� `'(��r`�. Contact Ea /e Cou Assessors Office at 970 3Z8-8640 or visit www,ea /e-coun ,com for Par�c j�#S t Parcel # ]ob Name: v�s �a''`f �''� /�H�/dr� SK�{2 �G/-v��x� `� fl Job Address: �� G� ��, Legal Description Lot: Block: Filing: Subdivision: � Owners Name: ✓�� ,.� Address: ,d� oK `�S Phone: Z- `�7d -8"� 'Z 3J 2 Engineer: �5 Address:/S3v ./Gr'+ �D��,r� Y� Phone: �3,-�Z3,_6Z� Detailed description of work: v►•.�� i S ,µ,u ,t,� �,y. L Eo,� s�S 1S� of p,p�H � 2 b�iIu-S , �� cv i L un�� S„ !Y �� 5� �O �k�.� 5, i Y�n�t'l+e��ei-�. �ky-3- s.t o�'1-�►��'S� 7�-+�lt S t� Work Class: New(}� Addition ( ) Alteration ( ) Repair( ) Other( ) Boiler Location: Interior(� Exterior( ) Other( ) Does an EHU exist at this location: Yes( ) No (� Type of Bldg: Single-family( ) Duplex( ) Multi-family( ) Commercial(� 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/Type of Fireplaces Proposed: Gas Appliances( ) Gas Logs( ) Wood/Pellet( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) ************************FOR OFFICE USE ONLY***************************** Q?(��"'t Other Fees: Date Received: � ;0�4 Accepted By: � 2 F:\cdev\FORMS\Permits\Building\mechanical_permit_l 1-23-2005.DOC 11/23/2005 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M08-0016 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'D' Applied . . : Ol/17/2008 Parcel No...: 210108278002 [ssued . . . O1/31/2008 Legai Description: ��,�� ,� � 1 Expires . .: 07/29/2008 Project No : OWNER LODGE PROPERTIES INC Ol/17/2008 PO BOX 7 VAIL CO 81658 APPLICANT ROD HALL COMPANY O1/17/2008 Phone: 303-777-7700 DBA COLORADO COMFORT 255 WYANDOT STREET DENVER CO 80223 License : 150-M CONTRACTOR ROD HALL COMPANY O1/17/2008 Phone: 303-777-7700 DBA COLORADO COMFORT 255 WYANDOT STREET DENVER CO 80223 License : 150-M Desciption: INSTALLATION OF 18 FLUE SENTINEL AND RASMUSSEN GAS LOG SETS FOR VAILS FRONT DOOR-BUILDING 'D'-NEW CONSTRUCTION Valuation: $4,000.00 Fireplace Information:Restricted: #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet 0 *sr*«�*****r***r**�*w*►*r*�r**+***a*r*****ra*�**+***+**►*►�+****++*• FEE SUMMARY *�*+**+*�+*�**s*+«a****�«sr*****r*t**w**r*�r***��*r**+*�*+*� Mechanical---> $8 0.0 0 Restuarant Plan Review--> $0.0 o Total Calculated Fees---> $10 4.0 0 Plan Check---> $2 0.o o TOTAL FEES--------------> $104.o o Additional Fees-----------> $o.o 0 lnvestigation-> $o.o o Total Permit Fee----------> $104.o 0 W ill Call-----> $4.o o Payments-------------------> $10 4.0 0 BALANCE DUE---------> $o.o 0 �+*��*��****«�*�*�*�*�«�«:*s*+.+*s*.*r*****r***�rr�**rr*+r++*+�*+«r+�**�*:r*+*�*v�+++*�*++�*��****�***r►�**+*�++�**�*�+�*�*+�*��+**++***�:s***** Item: 05100 BUILDING DEPARTMENT O1/25/2008 jplano Action: AP REF##6510 Installation ot automatic tlue ciat wood burning fireplace with gas log set . No SB fee billed. Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG. ) : COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG. ) : BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG. ) : ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC. . Cond: 31 (BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG. ) : PERMIT, PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004 . 6 . ****«*:#+*»«�*�*�*��***�.**+****.**.**..:.*+*+**:******:*.*.�.*�****+*�**�*�***+*****:****�+**�*.��+*�*...:*.*.+�*+*»*�**��++�«��.+�***+.+*��+** 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. < C..�Q�J1� SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ******************************************************************************************** TOWN OF VAIL, COLORADO Statement *******************�***********************************�*��************�******************** Statement Number: R080000123 Amount: $104. 00 O1/31/200808 :26 AM Payment Method: Check Init: DDG Notation: Colorado Comfort 1559 ----------------------------------------------------------------------------- Permit No: M08-0016 Type: MECHANICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $104 .00 This Payment: $104. 00 Total ALL Pmts: $104 .00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 80 .00 PF 00100003112300 PLAN CHECK FEES 20 .00 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ----------------------------------------------------------------------------- � � ^ £ Lr� �6 ` ��'�" t �', - ..�� `� ��31 APPLICATiON WILL NOT BE ACCEPTED IF INCOMPLEP O eC #�I�v� ' �,� 1 � Building Permit#: , �� 970�79-2�49 (Inspections) _. � � �S.�Front�age Rd. Ya[{, Colorado 81657 TOVUN t�F VAIL BUILDING PERMIT APPL1CATtON Sepa�ate Penn� GONTRACTOR INFORMATIONumbing� mechanicai, etc.l ral Contractor Town of Vail Re . No.: CQnfact Person and Phone#'s: �� r,..,Yl!;(..G�. - Emaii addfess: � Fax#: �p Contractor Signature: COMPLETE VALUATIONS FOR BUILDING PERMIT Labor 8► Materials BUILDING' $ ELEC7RiCAL: $ OTHER: $ PLUMBING $ MECHANICAL: $ �Q, ('j TOTAL: $ Fer Parcel#Contact Ea !e Count Assessors O�ce at 970-328-8640 or visit vvv��tiv.°a !e-countv.com Paresl# Job Name� ` Job Addre : � Q- ' legai Description Lat: Block: F ling: Subdivision: �� n Phone� rs N � (� /o. Archi UDesigner: Address: Phone: Engineer: Address: Phone: Detailed desc�ption of work. /� .l'c G� � 1 �'' � � , (_p • -T $ 4 o t- 7� �14 a � Work Gtass: New Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Wor4c Type: Interior ( ) Exterior( ) Both{ ) Does an EHU exist at this location: Yes ( ) �o( ) Type of Bldg.: Single-farnily( � Two-tamily( ) Multi-family( ) Cornmercial{ ) Restaurant( } Other�) No. of Exis�ng Dwelling Units in this building: No. of Accommodation Units in this building: NdT e of Fire laces Existin : Gas liances Gas Lo s Wood/Pellet Wood 8umi� No/T e of Fire laces Pro sed: Gas liances Gas Lo s WoodlPellet Wood 8urnin NOT AL N W� Does a Fire Alarm Exist: Yes( } No ( ) Does a Fire Sprinkler System Exist: Yes( ) t��..�,..,�.�.�,��*�.�+*,.-.....,�.,►�.FfJR OFFICE USE ONLY�,*.,.��,►�,�...r.*.,...�...�t.....,.��..�.t.*�.,..,F�t� Date Received: �� Receiveci By: � `Q � httD:/1�W�vailgov.COrn/docs/dt_formsJbuilding�ermit_4-17-20d7.aOC Page 1 of 7 04/17/z007 Z 'd Xd� 13C213Sd� dH WdEO = T BOOZ 9 T UeC ! �� l�l�#�r��. ��c�� 8uiltting Departm�eat Serviees Jan 25, 2008 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door Building D PERMIT NUMBER: M08-0016 REVISION NUMBER: N/A 1NTERNAL REF#: 6510 ADDRESS: 174 Gore Creek Drive Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Description Installation of automatic dampers, called the Flue Sentinel, on a gas log fireplaces. The product to be installed is listed and meets the requirements of the 2003 IMC, and the 2003 IFGC. Majestic SHR-48 wood burning fireplaces to be installed with Rasmussen RD-T84 log sets in building E. All installed products are UL listed, and are compatible with each other per the installation instructions given. Installations of these products meet the intent of the 2003 IMC, and the 2003 IFGC. Plan review fee: $0.00 No additional square footage- No added valuation Sincerel , v John Plano Plans Examiner SAFEbuilt Colorado john.plano(c�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓\�Eag1el�Eagle Shared Drive�Plan Review�Final Approval Template_FAL.doc TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P06-0127 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'D' Applied . . : 10/OS/2006 Parcel No...: 210108278002 Issued . . . 10/24/2006 Legal Description: Expires . .: 04/22/2007 Project No : OWNER LODGE PROPERTIES INC 10/05/2006 PO BOX 7 VAIL CO 81658 APPLICANT HEATING & PLUMBING ENGINEERSIO/05/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLORADO 80204 License: 353-P CONTR.ACTOR HEATING & PLUMBING ENGINEERSIO/05/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLORADO 80204 License: 353-P Desciption: VAILS FRONT DOOR-BUILDING 'D'-NEW CONSTRUCTION-PLUMBING DIVISION 15 COMPLETE WITH PIPING; 70 IFXTURES. DOMESTIC HEAT, WATER SOFTENER; CIRCULATING PUMPS Valuation: $240,136.00 Fireplace Information: Restricted: ?? 1{of Gas Appliances: ?? k of Gas Logs: ?? N of Wood Pallet: ?? *******************�***�*******�************************************* FEE SUMMARY *********************************************�********�***** Plumbing---> $3,615.0o Restuarant Plan Review--> $o.oo Total Calculated Fees---> $4,521.75 Plan Check---> $903.75 TOTAL FEES--------------> $4,521.75 Additional Fees-----------> $0.00 Investigation-> $0.00 Total Pernut Fee----------> $4,521.75 Will Call-----> $3.00 Payments-------------------> $4,521.75 BALANCE DUE---------> $0.o0 ********+***********�*********�********************************�***********************************************�***********�**�**********�*�***** Item: 05100 BUILDING DEPARTMENT 10/12/2006 mroyer Action: AP Item: 05600 FIRE DEPAR.TMENT CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ******�***********�****************************************************************************************************************+*********�*** DECLARATIONS I hereby acknowledge that I have read this application, �lled 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. ��--� _ `-�� ._ SIGNATUR� R OR CON RACTOR FOR HIMSELF AND OWNEF c **********************�*+**************************�*��**++�****�***+*�****************�*�*� TOWN OF VAIL, COLORADO Statement *******************�**********************:�*�********************************:x�************* Statement Number: R060001797 Amount: $17.50 10/24/200612:50 PM Payment Method: Check Init: DDG Notation: James Blust 2629 ----------------------------------------------------------------------------- Permit No: P06-0127 Type: PLUMBING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'D' Total Fees: $4,521.75 This Payment: $17.50 Total ALL Pmts: $4,521.75 Balance: $0.00 ********�***********�***********�x*****************�*************:�*************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 17.50 ----------------------------------------------------------------------------- ##*****#******###***##******#**#**#*#*##�#**##x**##�*�*#*x###ffi#***#****#####�*##**#######*## TOWN OF VAIL, COLORADO Statement *********************************************************+*�******************************** Statement Number: R060001624 Amount: $4,504.25 10/05/200602:55 PM Payment Method: Check Init: JS Notation: 94683/HEATING AND PLiJMBING ENGINEERS ----------------------------------------------------------------------------- Permit No: P06-0127 Type: PLUMBING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING �D� Total Fees: $4,521.75 This Payment: $4,504.25 Total ALL Pmts: $4,504.25 Balance: $17.50 *******************************************�:**************:�********************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 180.75 PF 00100003112300, PLAN CK - project GFP012 708.50 PP 00100003111100 PLUMBII��G PERMIT FE�,S 3�615.00 ----------------------------------------------------------------------------- ,. APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG Project #: �C�'�� _ �• � �� Building Permit #: � b —DoZ 7�WNQFYAi� ' l U � . Q Plumbing Permit #: • Z 7 970-479-2149 (Inspections� 75 S. Frontage Rd. � Vail, Colorado 81657 TOWN OF VAI � � L PLUMBING PERMIT APPL � ICATI � CONTRACTOR INFORMATION Plumbing Contractor: Town of Vail Re No.: � 9•_, Contact Person and Phone #'s: 3S`3 f �e �us� 7�-2< --z�y�) E-Mai Address: � a7 l Q I1 C_.. Gd�-�. Fax#: z0 �'Z 7��`O�!� Contractor Si atur • COMPLETE VALUATION FOR PLUMBING PERMIT(Labor& Materials) PLUMBING: $ Z`�f` �;� �,.� �� 6 e'� �C 1�z5 - � `ISdZ sd t 3 = 1�'Y5o5,— Contact Ea /e Coun Assessors Office at 970 328-8640 or visit www,ea /e-coun ,com for Parce/# Parcel # Job Name: ��°�"+ �-S �a+��h Daarz '3uildth 5 � Job Address: �7�� e ��ci.K �/2 �k�c 2 ser��„e 5 v�,� Legal Description Lot: C� �!(,5� Block: Filing: Subdivision: Owners Name: ✓ � ��,r, qddress: �'o� ��.xo o Z. Phone:�O S`l5 ' z 3SZ Engineer: �5 Address: l33v !G*'� sT 5u,.� .� Yoa Phone: . 3�Z 3�z0� Detailed description of work: �l,.�,,,b, �,v�s�,,,, �� T-�k�Fc,KS �c�f�� . �� f' e u.�,��t ?,,o.,� ' `�,,�'��e �F�,e/2 e�r�% P � - �o Work Class: New(,� Addition ( ) Alteration � ( ) Repair( ) Other( ) Type of Bldg.: Single-family( ) Duplex( ) Multi-famil y( ) Commercial(� Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: **�****,�:��,��,�**��,�**,��**,��*��FOR OFFICE USE ONLY,�*�**�,��*�**x,�**�,�,�,��**�**,��,�*,�,��*** Z�3�� Other Fees: Date Received: j Acce ted B • � � ti� F:\cdev\FORMS\PERMITS\Building\plumbing_permit_l 1-23-2005.doc Page 1 of 1 11/23/2005 .�.J � ... �. � �. � � r''* � � � � � � � �-°�� . � , � j ` +r � � � � I. �c�de �ummary; A. Pa.rking 8� Loading Dock: 1. Constru�tion C�assification: TYPE I-A {unlimit�d floar area and building height. T�.b1e SQ3� ' . ! . . . . • . . i . . • . � . • ! i � . • • . . B. Loclge at Vail Spa 8� C�uest�aam Additian; l. Canstruc�ian Classi�catiQ�: a. Type IA �unlimited floor area and building height: Table 503) b. Spa: Type IA (unlimited floor area and building h�ight: Ta�Ie 5(J3) ! i " � ' � � r � �• s � . t • ' ! M �1 i i i � �►. • � i . �r • �� t � i � � • � , - - - . � . • _ - � . � • • . • ' ; � . tii . . . • - • : ' 11 ! • . � • - - • f ' � , " . � • . . . • i �, • � ' . • : 3. Occupani Load Factar. Varies, see Iife safety dra�vvings , � � � � ► �i ♦ # • . , • � s : • # ! 1 � . • � - - � ' i � 1 . . � � - . ' i � � f i . i M ' � . � - � � . � « . . . • • . : : • . 3. C}ccupani Laad Factor: Varies, see life safeiy drav�rings I'�o occupancy separatzon per Seciion 302.�.1 'I�Tc�nseparated Uses' E. A11 buzldin s and addi�ions sha11 be fiill s rinl�Iered in� � � p � accordance with I`�FPA �3, with mon�tored �r� and sma�e alarm systems, in ac�ardance with TO� Fire Department �!�naendments. II. �qua��e F�c��age c� Parl�in� Summar�: A. 1'arking & L,oading Doc1�: 1. Lower Level � a.. Parking: 27,Q�9 sq. ft. b. Lc�ad�ng � Delivery: 29�,�405 sq. ft. 2. Mid Leve1; a. Park:in�. 21,18� sq. �t. b. Tun.�.e1 �in�. �c�ndo. laading ar�a}: 1'7,7f5 sq. ft. 3. Uppe� Level: 13,376 sq. ft. TOtal: 1�$,81� Sq. ft. Ba Lodge at �ia�1 Spa 8� Guestroom Add�t�on: 1. Level 8169' - Sp� (in�. movement studia 8� corridc�r from Hotel lobby}: 8,446 sq. ft. - B,�}.�:, Lacker roams, :�Iousekeeping c4� Serv. Car�ra 3,108 sq. f�. 2.. L�ve1 s 1�2' - ��3�: �,��. SC�. �. .� - New Guest�roc�m Additic��.� 1,63Q sq. ft. c� 3. Leve1819�5' - Ne� Guestr�om Addition: I,770 sq. ft. 'I't?tal: 17,735 St�. ft. C. Ski Club. 1. Lower Level: �. Mid I,eve�; 3. M�ain Level: • . 6 6�7 � , ft. � � � 3,352 sq. f�. 4,2(16 sq. ft. 14,1�� sq. ft. 4, Section 5(�b: �rea Mo�.ifca�ians �� = �� C -��.�� C �� 1�(� 10� _ �,QO� � � �,�04 x .75 � � � �,00(} x 2U0 � l O�l 1�}{� = 18,045 + sq. ft,/floor of allowable area. �'. Skier �ervices: �.. �U��T L�V��. a. Remadeled. r'�rea (1 V�.il P1ace�: �',495 sq. ft. (iz�:�erio� s.f. b. �Tew �c�nst�uctio�. 11,'7�3 sq. ft. 2. 1VI�.in Leve1 a. Remode�ed Area (I Vai1 Place: 0 sq. ft. b. N�� onstt�uuctron: 15,030 sq. ft. Sub Toia1. �6,812 sq. f�. {Includes �ew Constructian �q. Ft. (�nly) Tc�ta1. 34,307 sq. ft. (Include� Both New Canstruction ru 8� Rernode�e�. �q. Ft.} ,�, 3. Sectian �0�. Area Moclifi�ations A = �4 + [ �t �f -i- �t �s � ASI `� � 1 p � � � c-ozs 0 10� = 6�(}40 + [ 6,OOQ x .75 � � � 6,000 x 2�}Q � 10� 1�Q ASi -045 = 18,{J4� + sq. ft.lfloor af a�lowa�le area roject otal. 1 S, C}2 sq. fi. L APPLICABLE CODES (FAR.TIAL LISTING}: III. FI]�.E F:ES�ST�'i�E �:EQLT�:REIVIENTS V. E��:ESS F;EQUIF'EMENT� Title Type IA Type VB* E. Exit�assageways {�ect. 1Q�0) A. Mi�imum Required Egress Width(Tabie I005.1) for a fiz11y spr�unklered building A. International Buildin Code 2003 A. Fire Resistance Ratin s for Buildin witl�occupaneies as noted: � � ) g � 1. Wa11s, Floors &Ceilings 1-hou�r and not less than any connecting l. Stairwa s=0.2 inehes er B. International Mechanical Code(2003) Canstructian Typ�IA,VA(Table 601}: exit enclosure. Fire Barrier Y p occupant 2, O�e r egr e s s components =0.1� inches per aceupant LA 1. Structural Frame 3"hour Non-rated* �, International Flumbing Code(2003} 2-hour where supporting raaf only F. Shaft Enclos�ares (Sect 707} D. National Electrzcal Code(2002} 2. Floors (incl, supporting beams &jsts.) 2-haur Non-rated'� B. M1�iT11i�Tll St�2TW�y W1Cli�"t �S�C�. I009) 1. Cannecting 4 stories or mor� 2-hour Fire Barrier E. International Fi�e Code(2043) 3. Raafs (incl. supparting bearns&jsts.} 1. As specified in Sect. 1005.1 but not less than 44 inch�s a. less than 20 ft. above floor 1 3I2-hour l�l'an-rated* 2. Connecting less than 4 stories not Iess than floor assembly pene�rated: 2. Stairw�:ys serving an occupant laad af SO or less shall F. Internatianal Energy Conservation�ode(2443) 2-hour Fire Barrier ' have a wid#.h of not less than 36 inches. b. 20 feet ar more abave floor LTnprotected, non-combustzble LTnpratected,non-combustible G. Intemationa�Fuel Gas Piping Code{2003) {except M& S-1 occupanczes} (excepi M & S-1 occupancies) 3. Enclosure at the Bottam shali conforn�to Sect. '747.11 H. Town of Vail Amendments to the abave referenced Codes C. Emergency escape and rescue apez�ngs shall conform ta the re�uirements of d. Roof covering (Table 150�,i} Class B Class B 4. Enclosure at the Top shall conform ta Sect. 707.12 I. See Sheet A451 for list of applicable Accessibility Codes Sect. 1425 as per Town o�Vai1 Amendments to the IBC. 4. Exteriar Walls 5. Enclosure exceptians include and are nflt limiied to: J. Memorandum of Understanding dated 0112012006 a. Be�ring�I�lls 3-haur,non-combustible Non-rated,nan-combustible* � � D. See Sheets G Ol 5 thru G 019 for 4cupancy and Stair requirements a) openrngs totally wil;hin individual dwelling units and connec�ng 4 stories II. ��ZZ�� Y � b. Nanbearing Wa11s (Table 602) or l�ss (Sect. 70'7.2,Excpt. l.} E. See Sheets G 030 thru G 034 fc�r Exiting Diagrams 1) Less than 5 ft. fue b} escalators or stairways which are not a partion of the means af egress A. Pro ect Descri tion. Three floQrs below ade: arkin ara e tunnel separation distance .� p �' P �� g � p ,� in fully spriinkl.ered buildings per Section 707.2 Excpt. 2.1 and 2.2 a. groups F-1, M& S-1 2-hou�r 2-houar ski locker raams, offices, loading docks, storage, spa, service&mechanical rooms. b. other occupancy groups 1-hour 1-haur* c} where not more than 2 stories are connected per Section �T�. t�Z'��.Z �� t��'.E��Z'� 111CiUC�� 11C1 �.T� llOt �1.I111t�C�. tt� Ground floor: skier servies,resiaurant/bar, lobby, ski club, storage,pool 1-hour,�an-combustibl� 1-hour,non-combustible* 707.� Excpt. 7 � � � & toilets. Second Floar: condominiums 2} Frc�rn 5 ft. to Iess than 10 ft. 2-hour,non-combustible 1-hour,non-combustible* d) aui4 ramps in open and enclosed parking garages per Sectian A. Minimum Number af Requ�red Plumbin�Facilities shall confarm ta Table 2902.1. B. Entire proje�t is considered a single aggregate building in order 3} From 10 ft, to less than 30 ft. 1-hour,nan-combustible Nan-rated,nan-cambustible* 707.2 Excpt. $ B, Fire reiardant treated waod shall conform to the requirements of Sect. �303.2. ta determine height and are�limiiations,wall and apening 4} Greater than 34 ft. Non-rat�d,nan-combustible Non-rated,ttan-combustible* G. Fire Barriers sha11 confarm to�he requirements of Sect. 706 for: protection&raof covering requ�rements. (Sect, 503.1.3, 704.3) 1. Shafts, exits, exit passageways, horizontal exits c�r incidental use areas c, Maximum Area of Exteriar Wa11 Openings (Table704.8) �IL I)EFER:.��.ED SUBI�tIITTALS C. Mixed occupancy ciassification is propQSed as nonseparated uses (for a fu11y sprinklered building, Sect. 704.8.1) in order ta determine constr�ction.classificatian. Occupancy ' Fire Separation Distance Frotected Clpenang Unprotected Openzng "Submitial dacuments for deferred submittal items shall be submitted tc�the re rstered de�i separations are not required except where noted below. H. Fire Partitions shall canform to the requirements of Sect. 708 for: � �" professional in responsil�le charge wha sha11 review them and forward them to�h.e building {Seet 302.18c 3Q2.3.1) 1) From Q ft. to 3 ft. Not Permi.tted T�Tot Perrnitted official with a notatian indicating th�t the defer.red submiital documents ha�e been reviewed D, The buildin will be fizll s r�m.klered in accordance with NF�A 13. 2} Greater than 3 ft. to S �t, 15a10 15°l0 l. Walls separating dwelling units in.the same building. � Y p � � and that they have been found ta be in general conformanee with the design of the building. 3) Greater than 5 ft. ta 14 ft. 25% 25Q10 2. Walls separating sleeping units in occupancies in Group R 1,hotel occupancies, The deferred submittal items shall not be install�d until the�design�nd submittal'documents E. Highest accupied floor above the Iowest level ofFixe Department 4) Greater than 10 ft. to 15 ft. 45°l0 45°l0 � �� I_� have been approved by the building official." IBC Sectian 106.�.4,2 access=approx. 26' ft. Building is na�considered a high-rise. (Sect. 443.1) 5} Gre�ier than 1S ft. ia 20 ft. 75%0 75% 3. Corridox walls as required by Section 1016.1. 1. Fire Alarm Shop Submittal F, Construction Classifzcatican : TYPE IA, mixed with some VA {Table 503) b) Greater thaara:24 ft. ta 25 ft. No Lirnit Na Limii ASI � 7) Greater th�n 25 ft.io 30 ft. Na Limii l�o Limit C-�}28 I. Horizontal Assemblies (Sect. '7I I) 2. Spri�kl.er System Shop Submittal G. Building 4ccupa�cy Classi�ications : Occu anc 8} Greater than 30 ft. No Limit Na Limit P Y 1. Flaor and roaf assemblies required tQ have a fire-resistance rating shall compiy 3. �moke Managem�nt System{hoistway and st�ir enciosure pressurization). TJse Classification where: with this section. actual area af pratected ope�gs actual area of unpra�ected apenings AS� 4. Precast Concret� Shap Drawings � Candominiums R 2 � < 1.0 -045 J. Penetrations {S�ct. '712) allowal�le area of protected openings allowable area of unpratected openings 5. Mefa1 Stairs and Misc. Architeciural Meta1 Work, including handrail Shop Drawings Hotel R-1 1. Materials and methods af canstruction used to pratect through penetrations Enclased Parking S-2 TYpe IA. Type�B* �nd membrane penetrations sha11 camply with this section. 6. Roc�fing Systems Canformance ta�ind i I7eflection Criteria Lc�ada`ng �_� K. Fire-reszstance Rating of 5tructural Members (S�ct. '714} S, Interior Walls{Tab1e 601} 7. Sione�eneer Anchars Shop Drawings Restaurant, Bar �_� l. Shall camply with the requirernents fc�r Type LB constructzan and. a. �earing Walls 3-haur Non-rated'� �, Speczal Inspections �-hour where su ortin roc�f onl shali not be less than the rating required for the fire-resistance-rated { PI� � Yi - 4�f-Site Fabrication inspection: Pre-cast concrete. P�r I�C Section 1704.2 �P� B 1 A-3 assemblies supported. � - Ste�1 Canstzvction welds, cuts and higb-sirength balting. Per IBC Sectzon b. C}ccupancy Separation Walls: geuerally not required except generally x�ot requir�d L. Opening Protectives shail conform to il�e requirements of Sect. 715. I704.3 Lacker Rooms B as noted belaw except as noted below* M. Ducts &Air Transfer Upenings shall confarm to the requirements c�f Sect. 716, - Concre�e Canstrciction. Per IBC Sectian 1704.4 Offices � a. Nanbearing Walls not Iess than that required by other not less than that required by -1Vlasor�ry consiructic�n. Per IBC Section 17Q4.S sections of the code oiher sections of the code* I�T. Co�cealed Spaces shall conform to the requirements of Sect. 717. - Soils. Per IBG Secfiion 1704.7 Skier Services �r� -Pileslpiers (shoringj. Per IB+� Section 1704.8 U. See Administration Modification PR.J04-0233-8 for elimination of elevatar lobbies - Spray fire-resisiani ma#erials (fire-proofmg steel and floors). Per IBC Siorage-Food S-2 where haistways are pressurized. Sectian 1704.i 2 - Special Cases. Per IBC Sectia� 1704.13: Srnoke man�gement systems Starage - Skis S-1 B. Specific Ro�m Enclosures 8� 4�cupa�cy Separations - Sprinkler per 1�T�'PA 13, and Alarm tests per I`�FPA 72. �'inal tests are IV. �'I]?�.E PR.UTECTI�N S�STEIVIS required ia be prefarmed by the contraetor ofrecord and documentation of Mechanical/TQilets Accessory use or 1. Elevator Machine Rooms not less than hazstway enclasure served eac�test shall be submitte� to the Fire Department at t.he time of final Incidental �Sect. 3006,4} � inspectian request of�each of the systems, No addition�i special inspectar is 2. Elec. Generator&Transformer Rc�oms 2-hc�ur walls,rao�lceiling&floar/ceiling A. Automatic Sprink]er Systems (�ect. 943)and NFPA 13,I`�TFPA� i3R rec�uired for these systems. H, Uccupant Load Factor; (�ect.943.3.I.1.I,exc'pt. 3) assemblies - Elevator hoistwa�s wi11 be permitfied, assessed fees and insp�cted by I�IWCOG Occ. Load Factor 1. Autamatic spriinlrler systems shall be designed and installed elevatar inspection pragram. Contact Wayne IVlartin: 970-468-4295 ext. Occupancy Use: (sq.ft./person} 3. Parking Garages 1-hour Fire Barrier{when sprinklered) in accordance with Sections 903.3.1 through 903.3.7. 1(�8.` (Sect. 406.2.7 & Table 302.1.1) � - S�e Sheet 51.0,I�ate 2 for descriptian of struciural special tests and iu �uestraoms i R�sidential 20t7 gross B. Standpipe Systems (Sect. 905)and NFPA 14 inspe�tions �. R Occupancy T}emising Partitions 1-hour Fire Partiiion 1. �tandpipe sys�ems shali be designed and installed in accordance with - �moke Managem�nt System{designated sta%rwell and eievatar hoistwaY) Spa{business} lOQ grass (Sect. 708.3.} Section 945 and with the requir�ments ofth�Town of�ail Fir�I7ept. � Exercise and Locker Rooms 50 gross � 9. F�na1 Plat crf Survey Restaurani-Assembly 15 net C. Corridars {fi�l1y spri�iklered bldg., Ta�le 1016.1) C. Portable Fire Exti�guishers (Seci. 906}and I'�FPA ID 10. Code Required Signage, inc�uding and noi limited to: (unconcentrated, chairs &tables) 1. Portable fire extinguishers sh�ll be provided in occupancies and loca�c�ns - Accessibility per IBC Sections 1007 and 1110 Mercaniile (basemeni& grade flaars} 30 gross Occupant L�aad Served Rating -Doars per IBC Section 10(}$ as requiared by Sect. 946 of the International Fire Cade and by the Tovvn af Vail -E1�vators per TBC Sectian 11�9 Mercantile (other floors} 60 oss l. R Uccupancxes greater ihan 10 0.5-hour Fire Partition Amendmen�s to the IFC. -Assembly Occupa�t Content per TBC Sectian 1004 �` Locl�er Roc�ms 50 gross 2. A, B,M, S occupa.�cies greater than 30 0-haur Fir�e Partiiion I?. �'ire Alarm and Detection Systems(Seci. 907) and I�tFPA 72 -Parking Space��er IBC Sectzon 1306 - Tactile E��Signage p�r IBC Seciic�n 1011,3 Parking Garages 200 gross D. ��rtical Exit Enclosures (�ect 1019.1} l. Fire Alarm& Detection Syst�ms shall be designed and installed - Sta.ir ldeniifi�atic�n per IBC Section 1019 in accardance with Sect. 907 and with the Town of Vail Amendments - Standpipe Cantrol per IBC Seciion 905 ()fficesBu�iuess Areas 10(}gross l, Connectiz�g 4 sto�ies or more 2-hour Fire Barrier ta the I�"C. �. Connecti�sg less than 4 stories 1-hour Fire Barrier 12. Public Safety Radzc�1�mplification System Accessory �tarage & 300 gross E. See Tc�wn of Vail Amendments ie�the Iniernat�anal Fire CQde Mech Equipment�ooms 3. Excepiians znclude and ara not limited to: ft�r the full text c�f amendments io Sectzans in addition to those listed above. 13. Courtyard Egress Easement Agreement Paai Decks 15 grass a) Stairways serving an occupant load less than 1�not more than one stt�ry abc�ve ihe level of e��it discharge. � 14. Smoke Cantroi Managemeni Specificatio�Calculati4ns and Supporti�g Drawings F. See Memorandum of Understanding for 4I312006 b) Stairways serving and caniained within a sing�e residential dwelling unit or sleeping unit in R-1 &R-2 c�ccupancies. hozstway and stairwell pressurization and f�re command center features. c) A m�imum of SO%o o£the egress stairways servi�g one�djacent floor provided at least two mea�s of egress are ur The Fire Command Center is located in Building C. T1ze stair and haistway VI�I. ADMI7N�ISTRATNE MC}DIFICATIOI'�S provided from both floors served and pravided sueh interconn�cted staries are not open tc� ather stories. in Building C are provided with pressurizatian as calculaied by BCER Engineering,Inc.. d} Interior egress stairways serving only the 1 st&�nd flaors of spriinklered buildings provzded at least twQ means of egress are provided from both floors served and provided such interconnected stories are not open ia other staries. � I, Administrative Modifications to be i�cluded under separate caver�._� �..� � � � ��:�,�� '_�;� � �r ��;� �� ..�e � � � � � � �� v ___�._ .�_.__ �,�� '�.-�'��¢�� v d (.��,.D`Q�.i�`bd� q��,f�v q+ba.+�'6�2'd �; , �"�� -�_ �� l 1 � � � � � OWNER/DEVELOPER �1��..r �'��{��i� l D�VEL�P�ENT ��i��.�� vo�v, Coz�ora�o ARCHxTECT OF RECORIA �� Denver,CoTorado STftUCTURAL BNGINEER MONR4E & NEiPELL EN6INEERS, INC AVdN> CQLORADO MEP ENGTNEERS ABS CONSiiLTANTS, INC DENVER, COLpRADO LANDSCAPE ARCHITECT HART/F�4 PYEftTON NEW YbRK, NEW YOftK CIVSL fiNGTNEfiR ALPINE ENGIl�IEERTNG, FNC. YA�I„ COZORAi?0 T�ANb S[TRVEYOR PEAK LAND CONSULfiAI`iT, IlVC VAIL, CQLORADQ �--• a . �: � ' � �� y � �, �� ,I�I � �'r.f� f � �. �4=" ' f r�, i � �. •�� • � t. '. ,�;'�� i I 4 � i i � i � �� i �• � � : �• t ��• G4 ) R�� y�-- � DRIY$ �� l C> ❑ �� d Site R x • � � � . � � � • � �! � � �