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Home My WebLink AboutVista Bahn Building Fourth Floor (keep this document) � �� Y � � • /�f-C�.b/,� a- [3�s�gn Re�ie�wr Bvard . ACTI�N F@RNI l Department of Community Devela�pment �f'��f"J ! 75 South Frontage Road, wai[, Colorado BibS� !U' LSld�� tel: 970.47g.2139 fax: 970.479.2�52 �rrr.�w��r web: www.vaiEgov.com Project Name: VISTA BAHN BLDG 4TH FLR CHANGE DRB Number: DRB060031 Project Description: FINAL APPROVAL FOR A CHNAGE TO THE APPROVED PLAIVS-ROOF PLAN FOR SCREEN WALL FOR CONDENSING UNITS Participants: OWNER REMONOV &CO INC 02/16/2006 PO BOX 1888 EDWARDS CO 81632 APPLICANT W.E. O'NE:[L CONSTRUCTION COM02/16/2006 Phone: (303) 238-7900 14062 DENVER WEST PKWY SUI.TE 240 GOLDEN COLORADO 80401 License: 319-A CONTRACTOR W.E. O'NEIL CONSTRUCTION COM02/16/2006 Phone: (303) 238-7900 14062 DENVER WEST PKWY SUI"fE 240 GOLDEN COLORADO 80401 License: 319-A Project Address: 333 BRIDGE ST VAIL Location: VISTA BAHN LOFf 4TH FLOOR Legal Description: Lot: C Block: 2 Subdivision: VAIL VILLAGE FILING 1 Parcel Number: 2101-082-4200-1 Comments: See Conditions BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 02/20/2006 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. r � � Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. ,, ? Planner: Warren Campbell DRB Fee Paid: $20.00 � � i i .� � Application for Desig �r� d � � 1� Departme�t of Community Dev ent ��; � 75 South Frontage Road,Vail, Colo 816�7E6 1 rj 2006 tel: 970.479.2139 fax: 970.4 2 52 web: www.vailgov.com TOWN OF VAIL General Information: AA projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Descripti n of the Request: �c:,v O .�c.l�'(L'� � / — �` /'v� ✓ L-� r,� .-» � (,7 y -) C� u .�i -� Location of the Proposal: Lot:�_Block: �.Subdivision: 4' • �e,. ,�_ ( - Physical Address: �'« � Parcel No.: Z��l a � �?('CoantUact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: �� Name(s)of Owner(s): I�.�C.rC ✓� �.J('//G-'/` -�- �C.l`.'N��'�Ud ✓ t �c,�r�/�r.v/ Mailing Address: C75'C ��cv�i rc�s" V ,�i��E? �5/d.�' ��}�� Frn c�.c�� v , �'I� .31 Phon : `t �`1Ls °- �T..:� - �rG��. � Owner(s)Signature(s): � , � . Name of Applicant: ,�' Q/L'L-?� Cv�v51`'. GC'lryi a v� Df� C:tX`n Mailing Address: /�(Z �_�� r WC�`; f �cir/t��r�-�i' ��/tl G�/�F'� C'"� �(7 4i[9� Phone: 3c�S ._ �3 SS"°� �Id e� E-mail Address: Fax: 3n3 - �1�� - T,i �� Type of Review and Fee: ❑ Signs $50 P�I ,g$1.00 per square foot of total sign area. ❑ Conceptual Review No Fee ❑ New Construction $650 For construction of a new building or demo/rebuild. ❑ Addition $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions&interior conversions). ❑ Minor Alteration $250 For minor changes to buildings and site improvements, such as, (multi-family/commercial) reroofing, painting, window additions, landscaping, fences and retaining walls, etc. ❑ Minor Alteration $20 For minor changes to buildings and site improvements,such as, (single-family/duplex) reroofing, painting, window additions, landscaping, fences and retaining walls,etc. t�. Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the Design Review Board. ❑ Separation Request No Fee For Office Use O�: " Fee Paid: �Z4 Check .��3 By: �t ��'3 Meeting Date: - DRB No.: Planner: Proiect No.: .� „ ; a i � . ' ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060000147 Amount: $20.00 02/16/200603:18 PM Payment Method: Check Init: JS Notation: 5943/W.E. ONEIL CONSTRUCTION ----------------------------------------------------------------------------- Permit No: DRB060031 Type: DRB-Chg to Appr Plans Parcel No: 2101-082-4200-1 Site Address: 333 BRIDGE ST VAIL Location: VISTA BAI�T LOFT 4TH FLOOR Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 20.00 ----------------------------------------------------------------------------- TOWN OF VAIL � � DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 I NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES I ADD/ALT COMM BUILD PERMT Permit #: BOS-0180 Job Address: 333 BRIDGE ST VAIL Status . . . : ISSUED Location.......: VTSTA BAHN LOFT Applied . . : 07/08/2005 Parcel No....: 210108242001 Issued . . . : 10/10/2005 Project No . : ��-p a g � Expires . . .: 04/08/2006 OWNER REMONOV & CO INC 07/08/2005 � PO BOX 1888 EDWARDS CO 81632 APPLICANT W.E. O'NEIL CONSTRUCTION COM07/08j2005 Phone: (303} 238-7900 14062 DENVER WEST PKWY SUITE 240 GOLDEN COLOR.ADO 80401 License: 319-A ' CONTRACTOR W.E. O'NEIL CONSTRUCTION COM07/08/2005 Phone: (303) 238-7900 14062 DENVER WEST PKWY SUITE 240 GOLDEN COLOR.ADO 80401 License: 319-A Desciption: REMODEL 4TH FLOOR AND PART OF 3RD FLOOR TO A SINGLE RESIDENTIAL UNIT Occupancy: R-1 Type Construction: I-B Type Occupancy: ?? Valuation: $228,000.00 Add Sq Ft: 0 Fireplace Information: Restricted: ti of Gas Appliances: 0 ti of Gas Logs: 0 ti of Wood Pellet: 0 *****************************s*****r******************************** FEE SUMMARY ****************r*********************s**********r********** Building------> $i,n i o.55 Restuarant Plan Review--> $o.o o Total Calculated Fees--> $2,8 2 5.41 Plan Check---> $1,1 i i.8 6 DRB Fee---------------------> $o.o o Additional Fees----------> $o.o 0 Investigation-> $o.0 0 Recreation Fee--------------> $o.o o Total Pernut Fee---------> $2,82 5.41 Will Call-----> $3.00 Clean-up Deposit----------> $0.00 Payments------------------> $2,825.41 TOTAL FEES-------------> $2,825.41 BALANCE DUE---------> $0.00 r***************r************r*****r***s*****s*******************sssr****r**sss*******rssssss�ss***sssssssssss**sssssssssssrss�sssssssssrsssssssr Approvals: Item: 05100 BUILDING DEPARTMENT 08/03/2005 cgunion Action: CR plan review comments sent to applicant and architect. corrections required prior to issuance of a permit. 09/21/2005 cgunion Action: AP approved corrected plans 9j21fq5 Item: 05400 PLANNING DEPARTMENT 07/14/2005 warren Action: COND Item: 05600 FIRE DEPARTMENT � 08/26/2005 JJR Q Action: COND Submit fire alarm and fire sprinkler stamped plans to reflect change of occupancy. See conditions. Item: 05500 PUBLIC WORKS 07/21/2005 gc Action: DN Waiting for a staging plan. 10/06/2005 gc Action: AP ��.��...��.�..�.�.�.��..�.�...�.*........�r..�.*.�....�........*�...*�.��■��.�.....�.�.�......*.�.�.�.�.�.�.�*�.��*..�.�.�.�.�..�.*....��.��.. 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. /r �r,� /,(� 1/L � j�. v�r �� SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF � � PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: BOS-0180 as of 10-10-2005 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applied: 07/08/2005 Applicant: W.E. O'NEIL CONSTRUCTION COMPANY Issued: 10/10/2005 (303) 238-7900 To Expire: 04/08/2006 Job Address: 333 BRIDGE ST VAIL Location: VISTA BAHN LOFT Pazcel No: 210108242001 Description: REMODEL 4TH FLOOR AND PART OF 3RD FLOOR TO A SINGLE RESIDENTIAL UNIT 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: CON0007330 Approval of this building permit dces not include any changes to the exterior of the structure which include, but aze not limited to windows, railings, and lighting. Cond: CON0007480 Submittal of fire alarm plans required. Cond: CON0007481 Submittal of�re sprinkler plans required. Cond: CON0007525 The appropriate condominium plat must be submitted and recorded prior to requesting a TCO or CO for the project. The process for creating and recording a condominium plat can take approximtely one to two months. Cond: CON0007564 FIRE SPRINKLER COVERAGE REQUIRED ABOVE CEILING WHERE WOOD/LEATHER CEIL;INGS ARE NOT PROVIDED WITH NON-COMBUSTIBLE BACKING PER IBC 803.4 Cond: CON0007565 SPECIAL INSPECTION REQUIRED FOR SPRAY APPLIED FIRE-PROOFING, STEEL, WELDING, CONCRETE AND HIGH STRENGTH BOLTING PER IBC CH 17 � � ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ***************************************�**************************************************** Statement Number: R050001682 Amount: $2,825.41 10/10/200512:18 PM Payment Method: Check Init: DDG Notation: W. E. Oneil Construction 5862 ----------------------------------------------------------------------------- , Permit No: B05-0180 Type: ADD/ALT CONIl�I BUILD PERMT Parcel No: 2101-082-4200-1 Site Address: 333 BRIDGE ST VAIL Location: VISTA BAHN LOFT Total Fees: $2,825.41 This Payment: $2,825.41 Total ALL Pmts: $2,825.41 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ ' BP 00100003111100 BUILDING PERMIT FEES 1,710.55 PF 00100003112300 PLAN CHECK FEES 1,111.86 WC 00100003112800 WILL CALL INSPECTION FEE . 3 .00 ----------------------------------------------------------------------------- ` �� ,�—=��.r~\,�-_ /;;\,�":--�.��_:�� /� �� ;� �: ;� � i, �. ��-• :�, .� _ ,%=�::-.!_ .� %,• �,..: �,i�� _ �,��' � �- :�;� : •'=- �-:�:'',/' � .. !: �:::,.�� `� : i �:� �% � ,""� � � ��:� �; �� .��•��:=.... ��;��';`; � ��, ';,=,��• . � �� j�.. a :'.,:�:�-�� ,�a iI ��: '. � .,:`� ��` / .�'i. � ' � ,:� �\` / .��'� � �.,��♦ \ ''.% 1 �� .I un�� ;� � ♦ uu i " iu� ' � o u l♦ • �/ ��•II'��'��—Ji1 �`�` = '��1',��'��r` _ ��`��, �` u �� `,��`% ,.;.�� I\►�..=,..�111= -1111�r- �..��h��111�.; � � { ' �1 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG �� Project#: Building Permit#: � _ �� 97t1-479=�1��(Inspr�fons) � TC1WN OF YAIL � '� ��I I N �MiT'_►�PP r CATION � a required tri R-pl�! � 'r�t��n .echanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s:� '�.�. t�" �it'Y+J �'�r��;�ri.r f��r-, �'v � c�J� �� , �ca�,,n �c a['�� a�3�Z�FS-7�'[�Q Email address: ��_c rc�.��- ,7 t„��,��,t .��hn Contractor Signature:f:f ,,� f;! �''�`'� '•r�, �� -- �.. - d5rr ! �r COMPLE7E �!UATIONS FOR BUILDING PERMIT Labor& Materials [BUILDING: $ I ��, c�� ELECTRICAL: $ �q,�d� OTHER: $ �} PLUMBING: $ ',,�G'p� MECHANICAL: $ �� TOTAL: $ �� For Parcei# Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Farc�i# � �,�� C�} � Job Name: Job Address: �15�a, �aL,�, �.a�' 3�? I�r�c�se ��-. Legal Description Lot: Block: Filing: Subdivision: Owners Name: ;g , Address: ��u- s Phone:y-�,� g�,_ �zz� Kt�7Qn ar�r' � ��"IC7 �u-�-c�5 1/i11.�� 1UC� k`i ti 3 z.. Architect/DesignPr Address r. �Q^ � Phone: ,g�-`k�t� ��k „ �so 6�.�,��, 5k 4�0 �,�vr � �z z ��s s�s- ��r� Engineer. �� ? �� Address: �.��y9 ,,�.C'ol G,.K .h+,�, �uw��,� �c,rz� Phone:��,�Y3d_6f�o Detailed description of work: 5�•��se i�!NhO�GR:`{� 0 t "IF'� Y'IQt7f �7 '�-� �:�i�9M1`�! � �.+4\f$- Work Class: New( ) Addition ( ) Remode) ('�) 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 Dwetling Units in this building: � No. of Accommodation Units in this building: � No/Type of FirepVaces Existinq: Gas Appliances (�) Gas Loqs (� ) Wood/Pellet(� ) Wood Burning (�y �� 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 O , Does a Fire Sprinkler System Exist: Yes (�,) No O FOR OFFICE USE ONLY � CJther Fees: �ype of Construr.ti+�n: Acc qRB �ees: CJccu anF Gr�u : Planner Si n-o�: n I'^ - v P r ' e : I Date IRece:irred: f�1�� Document2 05/20/2005 p � u � T0�'VI`�OF VAII: �ui/dinc�r Permit Submittal Checklist Department of Community Development Project Name: ��S� Ba�►� Lo�-I- Project Address: 333 g��d��, s�-; ✓ This Checklist must b�e c�vmp/eted bel�vrie a Buildino Permit application is acrep�ed. ❑ All pages of application is complete ' ❑ Has DRB approval obtained (if required) Provide a copy of approval form 'i ! ❑ Condominium Association letter of approval attached if project is a Multi-Family comple � KI Plan Check Fee required at submittal for projects valued over$100,000.00 (See attach Construction Fee Schedule for calculations) ❑ Complete site plan submitted N��t - ❑ Public Way Permit application included if applicable(refer to Public Works checklist) ' - ❑ Staging plan included (refer to Public Works checklist) No dumnster.aarking or material stora4e allowed on roadwavs and shoulders without written approval a Asbestos test and results submitted if demolition is occurring � Architect stamp and signature(All Commercial and Multi family) '� .- p Full floor plans including building sections and elevations(3 sets of plans for remodel/additions, 4 sets of plans for new SFR and Duplex, 5 sets of plans for Multi-Family and Commercial Build'+ngs) �6 Window and door schedule � Full structural plans, including design criteria (i.e.loads) �a Structural Engineer stamp and signature on structural plans(All Commercial and Multi Family) a Soils Report must be submitted prior to footing inspection N�/F �a Fire resistive assemblies specified and penetrations indicated g� Smoke detectors shown on plans q� Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: Applicant's Signature: Date of submittal: Received By: Document2 05/20/2005 � �� u � 11 � �� 10WN�P YAI�„ BUILDING PERMIT ISSUANCE TIME FRAME If this perrriit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review may take up to six (6) weeks. All commercia'I (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may take up to six (6) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also i.inderstand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: S��n C�'��' Print name Signature Project Name: �es�, �hn �o�'-1 Date: 7-I-c�S" Document2 05/20/2005 � u , � �DWN�F��4I� WHEN A "PUBL� WAY PERMIT" ZS REQU�tED PLEASE READ AND CHECK OFF EACH OF T}1E FOLLOWING QUESTIONS REGARDING T}1E NEED FOR A "PUBLIC WAY PERMIf": � Ls this a new residence? YES NO_� g� Does demolition work being performed require the use of the Right-of-Way,easements or public properly? YES NO_� �' Ls any utility work needed? YES NO__t/ � Are there any improvements being done to the driveway? YES NO �' u� Ls a different access needed bo the site other than the existing driveway? YES N0� � Ls any drainage work being done that affects the Right-of-Way,easements,or public properly? YES N0�_ C,� Ls a "Revaable Right-of-Way Permit"required? YES IVO V � Ls the Right-of-Way,easements or public properly to be used for staging, parking or fencing? YES N0�_ If answer is N0, is a parking, staging or fencing plan required by Public Works? YES IVO ✓ If you answered YES to any of these questions, a "Public Way Permit"must be obtained. "Public Way Permit"applications may be obtained at the Public Work's office or at Community Development(a sarriple is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS. bv� p�/1,�,°/� C'onS�*�c�v� �'o. ontractior Signatu Company Name loborProjectName: �15� �x+ti� ��' Date Signed: 5_��T; ZoO� Document2 05/20/2005 �./_..�'.��K��1LIJ��A � �� u PRJ#: - APPLICATION PW#: - FOR TOWN OF VAIL Pazcel#:__ _ ___-__-___ TO YY1Y OF VAII, PUBLIC WAY PERMIT 20 Bldg.Permit#: B__-____ 1. Job Name Street Address (If unknown call 2. 479-21391 Excavating Contractor Name Mail Address TOV Contractor License Number-REQUIRED City State Zip Phone# 3. Start Date Completion Date (Permit Expiration Date) 4. Work is for(circle one) Water Sewer Gas Electric Telephone CATV Landscaping Temp.Site Access Other 5. Trench-width Length Depth (min.4') Total SF$ Total LF Bond Amount$ Permit Fee$ Total Permit Fee$ 6. ALL MATERIAL,EQUIPMENT,AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE JOB 1S STARTED. 7. Rubber out-riggers are required on excavating equipment when working on asphalt. Asphalt surfaces underneath the bucket and lugs shall be protected at all times. 8. A signature below indicates a review of the area and utility locations and approval.Once all utility company signatures are obtained, permittee has option of routing application through the Public Works office to obtain the necessary Town of Vail signatures. Please allow up to one week to process. Xcel Energy/Public Service Company(1-800-922-1987) Xcel Energy High Pressure(1-800-922-1987) Quest(1-800-922-1987) Comcast Cable(1-800-922-L 987) Eagle River Water&Sanitation District(970-476-7480,ext. 114) Holy Cross Electric Company(1-800-922-1987) Town of Vail Electricians(970-479-2L58) Town of Vail lmgation(970-479-2158) THERE WILL BE NO TOTAL STREET CLOSURES!A construction traftic control plan must be submitted and approved by Uie Public Works Departme»t prior to issuance of tlie pennit. 9. All excavation must be done by hand within 18"of utilities—(Senate Bill l72). ]0. PemTittee�nust contact the Public Works Deparnncnt at 47G-2198 24 hours prior to commencin�of'work.Failure to Notify the Town will result in forfeiture of bond money.Scheduled inspections that are not ready may result in the Town charging the contractor a re-inspection fee. 11. I certify that I have read all chapters of Title 8—Public Ways and Property,of the Vail Municipal Code and all utility Company agreements,signed by me,and will abide by the same,and that all utilities have been notified as required. Conh•�ctor's Signature of A�,�•eement Print name clprly Uate of signature ATTACH PLAN OF WOItK,INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN White—Public Works Show street with names,buildings,and location of cuts. USE DASH LINES FOR CUT. Yellow -Contractor Printable Details � � Page 1 of 2 Account Number: R009570 Parcel Number: 210108242001 Tax Area: SC103 Mill Levy: 47.7190 Owner Name/Address: REMONOV 8�CO INC PO BOX 1888 EDWARDS, CO 81632 Legal Description: SIIB:VAIL VILLAGE FII_ING 1 BLK:2 LOT:C BK-0199 PG-0127 Physical Address: 000298 HANSON RANCH RD VAIL Acres: 0 Property Tax Valuatlon Information Actual Yalue Assessed Value Value Land 1151870 334040 Improvements 6106670 1770930 Total 7258540 2104970 Sale History Reception Number: R656002 Book: n/a Page: n/a Sale Date:4/30/1998 Sale Price: 1500000.00 Deed Type: SPECIAL WARRANTY DEED Grantor n/a Remarks: nia Improvement Information Residential Buildings: 0 Commercial Buildings: 1 Heated Areas MAIN FLR AREA 3835.000 FIN BSMT=TO ABOVE 4380.000 ONE STORY 3835.000 ONE STORY 3733.000 total 15783 All Areas { DECK 1200.000 MAIN FLR AREA 3835.000 FIN BSMT=TO ABOVE 4380.000 ONE STORY 3835.000 ONE STORY 3733.000 Building Characteristics(First Improvment In Account) http://www.eaglecounty.us/patie/printable_details.cfin 07/08/2005 Printable Details � � Page 2 of 2 ABSTRACT CODE MERCHANDISING-IMPROVEMENT ACT_YEAR_BLT 1997 AIRCOND NONE ARCH_STYLE RESTAURANT BASEMENTFINISH FBM BATHS 6.00 BEDROOMS 0.00 BUILDING TYPE MERCHANDSNG CONST QUAL V.GOOD DEP03 YEAR-1997 EX"fERIOR WALL FRM STUCCO FIXTURES 40 FLOOR CARPET INV FRAME STEEL GARAGE NO GARAGE HEATING_FUEL GAS HEATING_TYPE HT WTR BSB INTERIOR_WALL DRYWALL NEIGHBORHOOD VAIL VILLAGE ROOF_COVER CEDAR SHAK ROOF_STRUCTURE GABLE/HIP ROOMS 20 SHAPEO N/A STORIES STORIES 4.0 SUPER_NBHD VAIL CORE COMMERCIAL UNITS 1 USE_CODE COMMERCIAL WALL_FIN N/A Tax History Tax Year Transaction Type Amount 2004 Tax Amount 100447.06 2004 Tax Payment: First Half -50223.53 2004 Tax Payment:Second Half -50223.53 2003 Tax Amount 98020.04 2003 Tax Payment: First Half -49010.02 2003 Tax Payment:Second Half -49010.02 2002 Tax Amount 96519.20 2002 Tax Payment: First Half -48259.60 2002 Tax Payment:Second Half -48259.60 2001 Tax Amount 91623.02 2001 Tax Payment: First Half -45811.51 2001 Tax Payment:Second Half -45811.51 2000 Tax Amount 91709.04 2000 Tax Payment:Whole -91709.04 http://www.eaglecounty.uslpatielprintable_details.cfin 07/08/2005 . � � � ✓ ;�.'F7:.,�1. 4� � . ... ..... �„� " � � . �� .I�� _,... *... Department of Cammunity 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 BUILDING SAa��TY AND INSPECTION SERV�CES Pi.AN REVIEW COMMEfJTS: TO: Contractor/Applicant Architect WE 0'Neil Construction Burkett Design John Cracraft proj#05027.001 FAX/Emai1 #: 303.462.2128 303.595.4505 NUMBER OF PAG�S: 3 FROM: Chris Gunion, Building Plans Examiner DATE: 08/03/2005 BUILDING PEFtMIT #: B05-0180 OWNERS NAME: Remonov and Co. SITE ADDRESS: 333 Bridge Street OCCUPANCY GROUP: ? TYPE O� CONSTRUCTION: I-B NUMBER OF STORIES: 4 BUILDING AREA: existing The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The fo/%wing comments wi//need to be addresse�d prior to issuance of a bui/ding permit; For processing; • Please submit two complete sets of revised construction documents containin4 the requested information with all �lan revision items clouded or otherwise identifed. . Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet, detail, s�ecification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit ap�lication number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet"stamp, signature. registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. For commercial or multi-familYprojects all sheets of the �lans must be stamped. - � Plan approvai Trorr� i�own of Vaif Public VVorks aria �a�� rire ano Emergency Services is aiso requirea prior to issuance of a buildir�g permit. Architectural Comments: 1 Town of Vail building permit records indicate this building is a type I-B construction. For clarification, please amend construction type accordingly on the plans. � Include a plans and details to clearly show the occupancy groups adjacent to the proposed residential i�nit (R-2). Show location of all required occupancy separations per :[BC table 302.3.2. i � Clarify occupancy type for the residential unit. Plans indicate R-1. Please clarify if this is an R-2 residential condominium unit, or will be operated as an R-1 hotel. (IBC 310) /4 Znclude a complete floor plan for the proposed work on the 3�d level at the new spiral stairway area. �/ Show a com plete exit plan for this area. Clari f y access to the existin g exit stairwa y enclosure on the north side of the building from the spiral stairway. � Include construction details for the new finish on the existing structural column at the bedroom area. Show 2 hour fireproofing per IBC table 601. � Include fire-proofing assembly details for all new steel beams/floor framing shown on sheet S2.1 Include 2 hourly rating details and UL or other listing for the fire resistive assembly. VJ Reference all wall type details shown on sheet A0.2 on the floor plans. � Include shaft wall construction details for the mechanical shaft between the kitchen and living room areas. � Amend spiral stairway plan to show guardrail within maximum opening spacing per IBC 1012.3. �Amend spiral stairway plans to show minimum tread detail dimensions per IBC 1009.9. Also include all riser height dimensions. � Provide complete specifications and engineering for the glass stair treads to show compliance with IBC 2409. I � I V12 Include a door schedule for all new doors. � 13 Specify minimum class C flame spread for all interior finish per IBC table 803.5. t�,� 14 :[nclude firestopping details for all new piping, conduit and other penetrations shown in the fire rated wall assemblies, and floor/ceiling assemblies. Structural Comments: �5 Revise building code used in design to the 2003 IBC as adopted by the Town of VaiV. �/i�6 Specify on plans special inspection is required per IBC Ch. 17. Electrical Comments: �7 Panel LC-4A may not be located in the entry clothes closet. Revise panel location. (NEC 240.24(D)) �Include an electrical plan for the 3�d level portion of the proposed remodel. Coordinate with architectural plans. i , - � i � ��' 19 Coordinate occupancy group with architectural plans and IECC requirements. If this is a guestroom, compliance with section 805.2.2.3 is required. If this is a R-2 occupancy, dwelling unit provision compliance is required. Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of I a permit, please check all requested information is included with the resubmitted plans. Please submit � revised plans as a complete set. Partial plan resubmittals will not be reviewed. Chris Gunion I.C.C. Plans Examiner Town of Vail Building Safety and Inspection Services 970.479.2369 cgunion@vailgov.com F:\cdev\CH RIS\PERMIT.COM M ENTS\B05-0180.DOC � 09/16/05 FRI Y1:03 FAX 303 585 4505 — .— ---. — — -- • burkettdesiSn I�j001 � F�C TRANSMITTAL BURt!�ETTDES I,GN � To: Chris Gunion Date: 09.16,05 Fax#: 970.479.2452 Company: Town of vail �—" ~. � — — — Pag�'�s;5 — _�� Projsct: Vfta bahn 393 bridge str�eet Projec'r#: 05027.000 From: Aldo Sebben �� ~ CC: WE O'neil Canstructlon RE: Stair review comments �I�� • ' ❑ ' �l � ' ��[��,� ❑ . D� Notes: G�hris, These are the revised stair treads that are a addendum to the�irawings issued as Re:Wiew Comments;on �8.26.05.The glass stalr treads have been replaced with a stee:l tread. For more infarfiation please�ee attached sketches SK-1-2-3�. Thanks for all of your time. ^ � Aldo � �� in�r�aaano: . �, 6URKETTD�81[3N, ING. 95O 7 7TH JTR6f�T 9UllTE 900 pENVEFt CO�ORA00 6qZOZ TEI.LPHONE 3f73 59� 45�0 FAC9IMILE 303 !395 A�505 WWW.EIURKEITDE�ION.COM _ 09/16/05 FRI 11:04 FAg 303 595 4505 burkettdesi8n l�J 0 0 Z S• � TUBE 57EEL G�E�`ITER 3UPPORT. Rl:� STRUCT. LItdE OF FIBER OF'rIG TUBE. EC�GE LITE EACH i;sLASS TREADS ��LEAtNER WRAF1'ED NANDRAIL � ON I►�'oTUBE :�T��L � ►�•+ 5 TEEL RO�. . RE: STRUGT. n �j'�C1" TUBE STEEL VERTICA� RAI�ING. RE: 3TRLIGT. o /'�, N /� �5TE L TA 7 A WItN STEEL �yNGLE SUPPORtS 8° 5• 3�1� 2• �. �■ ,,,.�—PROVIDE 3TEEL CUREV�D 'U CNANN�L wITN , 3GRkW FA 9T�NER3 a^ � n , � - 5TEEL ANSLE. RE: STRUGT_ m 4 A !2) STEEL .�NCsLE TR�AO :iJPPORT MEMB�RS. 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IwIrS�� BUF?CKETTDE5IGN . To: Chris Gunion Date: 051.16.05 T F::ix#: 970.479.:�2 Ccmpany: Town of vall Pa��es: 5 Project: Vita bahn 333 b�dge street � Proje�;t#: 05027.000 From: Aldo Sebben � � CC: WE O'nefl Constn,ction RE: Steir review comments �� •" " ❑ �..I '� ' ' �I�� ❑ ' ❑� Notes: � Chris, �� . �.�� . �, These are the revlsed stair treads that are a addendum to the�irawings issued as RE riew Commen��on 08.26.05.The glass stair treads have been replaced with a steE�l tread_ For more infonnation please see attached sketches SK-1-2-3�. ^ Thanks for all of your time, Aldo InIert1B1 TlacWnp: �URKEl7DE�IGN, INC. 950 17TH 9TREET SUITE: 900 DENVER C�]LORADO 130202 TELEP1iONE 3D3 595 450C FACSIMILE 303 S96 4BG5 Www.euY!K�TTDE$IOIV.COM i ; � � � TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT � 75 S. FRONTAGE ROAD VAIL, CO $1657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: BOS-0180 Job Address: 333 BRIDGE ST VAIL Status . . . : ISSLTED Location.......: VISTA BAHN LOFT Applied . . : 07/OS/2005 Parcel No....: 210108242001 Issued . . . : 10/10/2005 Legal Description: VV Filing 1, Lot C, Blk 2-Vai Village Club Project No . : :�yZ-S�S_p 2�-� Expires . . .: 04/08/2006 OWNER REMONOV & CO INC 07/08/2005 PO BOX 1888 EDWARDS CO 81632 APPLICANT W.E. O'NEIL CONSTRUCTION COM07/08/2005 Phone: (303) 238-7900 14062 DENVER WEST PKWY SUITE 240 GOLDEN COLOR.ADO 80401 License: 319-A CONTR.ACTOR W.E. O'NEIL CONSTRUCTION COM07/08/2005 Phone: (303) 238-7900 14062 DENVER WEST PKWY SUITE 240 GOLDEN COLORADO 80401 License: 319-A Desciption: REMODEL 4TH FLOOR AND PART OF 3RD FLOOR TO A SINGLE RESIDENTIAL UNIT Occupancy: R-1 Type Construction: I-B Type Occupancy: ?? Valuation: $228,000.00 Add Sq Ft: 0 Fireplace Information: Restricted: #of Gas Appliances: 0 !i of Gas Logs: 0 !f of Wood Pellet; 0 *********�********r*************a*************************rrr***rrr* FEE SUMMARY ***********�******�*************************��*�**�*****��** Building------> $1,�10.55 RestuarantPlanReview--> $o.00 TotalCalculatedFees--> $3,320.41 Plan Check---> $1,111.86 DRB Fee-----> $0.00 Additional Fees----------> $0.00 Investigation-> $0.00 Recreation Fee--------------> $0.00 Totai Permit Fee---------> $3,320.41 Will Call-----> $3.00 Clean Up Deposit Fee--> $0.00 Payments-------------------> $3,320.41 ' ` TOTAL FEES-------------> $3,320.41 BALANCE DUE---------> $0.00 •************************r*************a*************************************************************************************************�******* Approvals: Item: 05100 BUILDING DEPARTMENT 08/03/2005 cgunion Action: CR plan review comments sent to applicant and architect. corrections required prior to issuance of a permit. 09/21/2005 cgunion Action: AP approved corrected plans 9/21/05 02/06/2006 cgunion Action: AP approved revised plans. � Item: 05400 PLANNING DEPARTM� 07/14/2005 warren Action: COND 02/03/2006 Warren Action: DN Proposed revision 12/20/05 denied as DRB approval is required to relocated the exisitng condensers to the roof. Need to see how they will be screened. 02/20/2006 Warren Action: AP DRB application submitted and approved for revisions which include roof top mechanicals. Item: 05600 FIRE DEPARTMENT 08/26/2005 JJR Action: COND Submit fire alarm and fire sprinkler stamped plans to reflect change of occupancy. See conditions. Item: 05500 PUBLIC WORKS 07/21/2005 gc Action: DN Waiting for a staging plan. 10/06/2005 gc Action: AP sss***sssss�ssss*ssssssssssss:s::s:sssss::s�s:::::**:::::::*::*::::::::*::::*::*:*:*::::::*::::::::::*:*:*:*::*::::*:*:*::::::*:*:*::::*::**::**: See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby aclrnowledge 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 TELEP N A 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. �_ r SIGNATURE OF R O CTOR OR H D OWNEF i � � PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: BOS-0180 as of 02-27-2006 Status: ISSUED ******************************************************************************************************** Permit Type: ADD/ALT COMM BUILD PERMT Applied: 07/08/2005 Applicant: W.E. O'NEIL CONSTRUCTION COMPANY Issued: 10/10/2005 (303) 238-7900 To Expire: 04/08/2006 Job Address: 333 BRIDGE ST VAIL Location: VISTA BAHN LOFT Pazcel No: 210108242001 Description: REMODEL 4TH FLOOR AND PART OF 3RD FLOOR TO A SINGLE RESIDENTIAL UNIT 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: CON0007330 Approval of this building permit dces not include any changes to the exterior of the structure which include, but are not limited to windows, railings, and lighting. Cond: CON0007480 Submittal of fire alarm plans required. Cond: CON0007481 Submittal of fire spririlcler plans required. Cond: CON0007525 The appropriate condominium plat must be submitted and recorded prior to requesting a TCO or CO for the project. The process for creating and recording a condominium plat can take approximtely one to two months. Cond: CON0007564 FIRE SPRINKLER COVERAGE REQUIRED ABOVE CEILING WHERE VVOOD/LEATHER CEILINGS ARE NOT PROVIDED WITH NON-COMBUSTIBLE BACKING PER IBC 803�.4 Cond: CON0007565 SPECIAL INSPECTION REQUIRED FOR SPRAY APPLIED FIRE-PROOFING, STEEL, WELDING, CONCRETE AND HIGH STRENGTH BOLTING PER IBC CH 17 � ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060000176 Amount: $495.00 02/27/200602:35 PM Payment Method: Check Init: DDG Notation: W. E. Oneil 5953 ----------------------------------------------------------------------------- Permit No: B05-0180 Type: ADD/ALT CONII�I BUILD PERMT Parcel No: 2101-082-4200-1 Site Address: 333 BRIDGE ST VAIL Location: VISTA BAHN LOFT Total Fees: $3,320.41 This Payment: $495.00 Total ALL Pmts: $3,320.41 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account ,Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 495.00 ----------------------------------------------------------------------------- . � �..� ! � � � A IC ION WILL NOT BE Ai:CEPTED IF INC�UMPLETE 012 UNSIGNED Project#: � Bu�ilding Permit#:_ �3r�5-G t��o �+ ��lt,�t�rynJ `�Q �370-�T9-2949 (lns�ectionsl ��' a TOWN OF VAIL BUILDING PERMIT APPLICATIC)N Separate Permits are required for electrical, plumbing, mechanicat, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 � CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and Phone#'s: t.v r. , �' �.r�" ` G e�.s�-- �3 l - 1�! �-�- �.I I la 11�,. �a��--�(� - 3q Z C'� Email address: ,� (c � � � �„��.�� , C o.-�-` Fa�t#: Contractor Signature: �/ �� .� COMPLETE VALUATIONS FOR BUILD1NG PERMIT Labor 8� Materials BUILDING: $��t=�� Odt� ELECTRICAL: $ '��, C3�S�' OTHER: $ PLUMBING: $ �S Q�� MECHANICAL: $ � �'" V L�-p TOTAL: $ -Z, Z `� . �-� For Parael#Contact Ea le Coun Assessors O�ce at 970-328-8640 or visit www.ea le-count .com �^arc�sl'# Zlol �; �2 � Zc� 1 Job Name: � ��``' Job Address: ' � 1�-5-�:��,l�� L d �-�- `t 3 3 3 3�'� e ��_. Legal Description Lot: Block: Filing: � Subdivision: Owners Name: Address: " � � w�- Phone: Z '2 L r �►o �c ';0 6 �•�i,r s �s<,;.� 3 z `�� ' ArchitecUDesigner: K �, � Addr s�b ,��#pe ��,��QX �L2c,` Phone: KY � - :3L�� -SyS- 4s�o Engineer:��-4-�,�.�t i"��-: .-` Add e �� .��...o �dl'Z P�e� -4�(- b(C�b , Detailed description of work: G�,�x.,�� -�� 'C�nv�A �u�5 � Work Class: New( ) Addition ( ) Remode( (� Repair( } Demo( ) Other( ) Work Type: Interior(�('j Exterior( ) Both ( ) Does an EHU exist at this location: ,Yes ( ) No ( ) Type of Bldg.: Single-family( j Two-family( ) Multi-family( ) Commercial(y(} 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 v Wood/Pellet o Wood Burnin � NoIT e of Fire laces Pro osed: Gas A liances � Gas Lo s C Wood/Pellet c� Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( No ( ) Does a Fire Sprinkler System Exist: Yes� No( ) FOR OFFICE USE ONLY T� e o#Genstr��ctiofl: i ed: _ T' � - � �� r� �- ,� � f�cc��pan�y i�rou�: i ,Accep�ed By: � � � �' � JAN 3 0 2006 �''�I . �� _, F:\cdev\FORMS\PERMITS\Buifding\building�ermit_11-23-2005.DOC Pag�� (�� ,��L 11/2 I2005 � � � 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 #: A06-0014 �5-6��} Job Address: 333 BRIDGE ST VAIL Status . . . : ISSUED � Location.....: VISTA BAHN LOFT 4TH FLOOR Applied . . : O1/13/2006 Parcel No...: 210108242001 Issued . . . 03/O1/2006 Project No : -��?Sds�;��7 Expires . .: O8/28/2006 OWNER REMONOV & CO INC 01/13/2006 PO BOX 1888 EDWARDS CO 81632 APPLICANT SUPERIOR ALARM AND ELECTRONI01/13/2006 Phone: 970-926-8788 P.O. BOX 2568 EDWARDS CO 81632 License: 429-5 CONTR.ACTOR SUPERIOR ALARM AND ELECTRONI01/13f2006 Phone: 970-926-8788 P.O. BOX 2568 EDWARDS CO 81632 License: 429-5 Desciption: ALTERATIONS TO EXISTING FIRE SYSTEM ACCORDING TO PLANS FOR A REMODLE 4TH FLOOR TO A SINGLE REISDENTIAL UNIT Valuation: $1,240.00 *****r***************************r**r***************r**************r FEE SUMMARY ****r**************r******************************r**r****** Electrical---------> $o.00 Total Calculated Fees--> $27s.5o DRB Fee---------> $0.0o Addidonal Fees----------> $0.00 Invesrigarion----> $0.00 Total Permit Fee--------> $278.50 Wi11Ca11---------> $0.0o Paymenu------------------> $27s.50 TOTAL FEES--> $z78.50 BALANCE DUE--------> $0.00 � ss*sssssss+s:::*::**�+��sss►s**sssssssss*s*sss*ss*ss*sssss:ss*rssssrsrssssssssrr�rrrrssss�srr+s�srrssrssssss*sssss*+srsr*ss�sr�ssrsss+sssssssss+s i Approvals: Item: 05600 FIRE �EPARTMENT 01j25/2006 JJR Action: DN Alarm plans do not correspond with building plans. 02/24/2006 JJR Action: AP Approved as noted. ++�+s�sss+�s.ssssss+ssss.ssrsss*s*ss�sssss�*ss.ssrssssssss.s�rsss+s�sssss*.�:r+�s:�:�s+�+.+s�s*s:sss:ss*s*s***s.ss*s*s«s*ss*s*s*:*s*s*:s::s«�s.�� 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 MADE'f WENTY-FOUR HOURS IN AD ANC BY TELEPHONE A 479-2135 FROM S:O(l AM-5 PM. SIGNATURE OF NER OR CONTRACTOR FOR HIMSELF AND OWNEF ; � � ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060000182 Amount: $278.50 03/O1/200609:22 AM Payment Method: Check Init: DDG Notation: Superior alarm 3796 ' ----------------------------------------------------------------------------- Permit No: A06-0014 Type: ALARM PERMIT Parcel No: 2101-082-4200-1 Site Address: 333 BRIDGE ST VAIL Location: VISTA BAHN LOFT 4TH FLOOR Total Fees: $278.50 This Payment: $278.50 Total ALL Pmts: $278.50 Balance: $0.00 ******************+r**+r********************************************************************** ACCOUN'T ITEM LIST: Account Code Description Current Pmts ' -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 46.50 PF 00100003112300 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- � f I li APPLICATION WIL OT BE ACCEPTED IF INCOMPLETE OR�I � �� Za? Project#: ,. � ' Building Permit#: 'b! �� Alarm Permit#: .. 970-479-2135 In c�on TYIA'NOFPAIL � TOWN OF VAIL FIRE ALARM PERMIT APPLICATION �� ' ° °�� Commercial $ Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. application submittal and must include information listed ��u,�lorado 81657 2"° page of this form. Application will not be accepted without this information. JAN 1 � Z006 CONTRACTOR INFORMATION - � Fire Alarm Contractor: Town of Vail Reg. o.: Contact and Phone#'s: � �2�0� A "t� � '� �eu�� id'� Ca�)a2.�_��z,� E-Mail Address: ��Q�SvPi�.�c�-�4[Aes�lCb, CGt.�tL '�� i� Contractor Signatu : � r-� / � COMPLETE VALUATIONS FOR ALARM PERMIT (Labor$ Materials) Fire Alarm: $ ��Z c�v. �'O Confacf Ea /e Count Assessors Office at 970-328-8640 or visif www.ea (e-count .com for Parcel# • Parcel # ��o�p z,,.�,�pl �2�na t'-�c-�E Job Name: Job Address: i 7'A N w`= 3�3 e� S . � Legal Description Lot: Block: Filing: Subdivision; Owners Name:�� I Address: � U' �� . �S Phone: Engineer: �a Address: � ,�� Phone: J �, �'r �� •,u 9�b �'I '�5 �'ixix� . 03--�»- ysva Detailed Location of work: (i.e., floor, unit#, bldg.#) r' �T�► ��2 [..c�FT Detailed description of work; � �1-"f�Rr�T t o�-a S �-o fcX << `"l2� ��Sc�'r t�Et�I��' � �/...� ``� Work Class: New( ) Addition ( ) Remodel (Vf Repair( ) Retro-fit( ) Other( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial ( Restaurant( ) ) No.of Exlsting Dwelling Units in this building: ''��Y I No.of Accommodation units in this t (��S �r Does a Fire Alarm Exist: Yes(- No( ) Does a Fire Sprinkler System ( ) � � aP ***************************�***********FOR OFFICE USE ONLY�******� * **,r **,r *** Other Fees: pate Receive �t9 Public Wa Pe�mit Fee: ' ' Acce ted B '• a.' �'; Occupancy Group: � � � � � � �� _ ,�,�' , , '�'►'�' �i• � F:IUserslcdevlFORMSIPERMITS1Alarmperm.doc � 08/23/2004 _- --� � -- �� ' � �� Z�� APPLICATION W OT BE ACCEPTED IF INCOMPLETE OR�SI 1,�� Project#: ��'" " � � ' Building Permit#: 'dl �� Alarm Permit#: � 970-479-2135 (Insp c �onsl ��pp�� TOWN OF VAIL FIRE ALARM PERMIT APPLICATION Commercial � Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. application submittal and must include information listed ��v,�lorado 81657 2"° page of this form. Application will not be accepted without this information. JAN 1� Zn06 :� �� CONTRACTOR INFORMATION � -� � Fire Alarm Contractor: Town of Vail Reg. o.: Contact and Phone#'s: � +�2(OQ. A 4� ` �� Cl�4t�L � idL (a'7C>>92�-�7 � E-Mail Address: p��Q�Sv��i��6< <E,�,,� Contractor Signatu : � COMPLETE VALUA'I'IONS FOR ALARM PERMIT (Labor� Materials) � Fire Alarm: $ ; Z�„�p o0 Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com for Parcel# Parcel # 21p i p 2c�op I ��Qna F1.�2 Job Name: Job Address: i�?A� N tc5`= 3 3 3 e� � � . V � Legal Description Lot: Block: Filing: Subdivision: I Owners Name:,�� Address: � U �� S Phone: I Engineer: Address �^ � ,�,,�y,�� Phone: � —7 �, � 95t� 1� 5 �rav �a3-��- �5oa Detailed Location of work: (i.e., floor, unit#, bldg.#) ��_�-1 �1�2 L.vr'rT Detailed description of work: �-"�-7�o�S �-o �cX �< <'t2� ��1Sr c7E�r��' � Pt1Lt�s Work Class: New( ) Addition ( ) Remodel (V� Repair( ) Retro-fit( ) Other( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( Restaurant( ) Other( ) No.of Existing Dwe{ling Units in this building: �►� No. of Accommodation units in this building: j (�rs �r Does a Fire Alarm Exist: Yes ( No( ) Does a Fire Sprinkler System Exist: Yes( No( ) ***************************************FOR OFFICE USE ONLY************************************* Other Fees: Date Received . ` Public Wa Permit Fee: ` Acce ted:B . - � Occupancy Group: � � F:IUserslcdevlFORMSIPERMITS�Alarmperm.doc 08l23l2004 ! 's 1 � � MARTI N / MARTI N �� CONSULTING ENGINEERS � . Stair Addition Vista Bahn Loft Vail, Colorado Structural Calculations Martin/Martin Project No. 18130.S.01 June 21, 2005 ...-..�`''�;:�;,Ca \p�P��PE�G/s��v. O'e G� �� '•�� 9,�.G V.� . •� '^• :� 19b31 �� .�, '�:� i �O '• •'� �oFrsoo.�.o..�G�� A� 2 G ZO�u �,� 1 2499 WEST COLFAX AVENUE • P.O.BOX 1 51 SO❑ • LAKEWOOD, COLORADO 8027 5 . 303.431 .61�O `r� �I �� ,��\�'� �''a � ... � '�E lF�..1') tNS i i�',_�l � � � . - - __ � ' 1 , '-=.�;,o Q � _;��4'�i!1 ` .s� ' ;--�-�r �,��%�'� .�r- .- �� _ a, � � � 3/� �-�.� .� b-��'. � �.,\�b � , ; • ;� r _ � t5 X � �. ��' �-�.•'' �t �Y� � 1�' �c`�tr� �- .' �j - _ ._ ,--- t - �`" /. ', / � 1 f� ct1 y�F3� � - � �'8Ft � - _ - � � ' > `'`.� � . ._.. _ - -'` : •_.. � � � . . .�\ t.�..----`" _ _ ..--: _ � `�l - . ,-_ - . �1 �2. ' - --- , a�:�� -----� Y, � �', . _ ,�, . _ .. � �,. - ,�,'°`�� .1`;-_ - ___ . ,, � ,-�� '� - _� ��a � � wsx�5 � I�" - . t .�1 � � � u�P. w�� {i- ,° , � � f1A1rV . �" }F .:�`�`i'L'r�`_� •4'°• ! � � �. � � �: �c'' � � 55.4 � � .�t �I, � 'o" .,�--�`` , � �►Sx�•S �,, j o� . ' . _ - '�'�,f �'�y ��...r-'_ � .K �n ��.� 5 � � •--�' �. � 1 ' \ . � . � . -� . O � �x�� z w�L��s �C. Ti � ` - ` a 1.��-9'"� }' �.t2g'�1 tif� 1��I�5 � � ' �� •��.... .... - `�s � • . . � � � ��- . - 6 �� =. . 1 � . � � � �, '�.� �CK ��'AN �� .S -1 �ti �l',�� J ��- D = - #4 X 6'-0 � 24" U.C_ `�'sr , �. . 4 5',a _---� ACf20�S C.�IRDERS ^� TYP. (i,4 ' tUF� . �� PLA�E l" FROM T.a_ SLAB 8 - `; t��,��,�31�� Al1.FiX119 (54� 3 �10 _�,� � W8X15� �' r �' CaE 4 a 2 TOTAL QEPTH SS.3� ,j . �S4X4 �16 .t1P ��X� �- �t: hi[l�LVIfEIGHT" G41+iCRETE SLAB� � �'A � � � [�2g'`} }�� r �' •> (21 GA) h1ETf�� DECK W ,- " �-�'�' � ' � '� . . �N � x � � i 4: X..4 - �4Y2.9 `' � � � � . �A�q�Sti S5.3 ��,^-�;'. �: � � � � � . w�6x2s T �'s - . �:..vu�ic�i�; ::-� � $ ti ' r N � � �>fUj x. r. { 1(j.5 w� TYP. . 1�,= o � �� rn �E, � �� ' `° .� Pt..ACES . W1Zx.19 � ' I rx,, ,��o-}- .:;f,�� ' . � fpO��4,. 3�e � � � . �V�rS4X4X �� .', •.st� � OVERFRAME y � ��f _ uP 3 s `� ��-:� �� ..�°- � .S6X�O .��-�� :+�"`� � .} g _� ,,�1�� OPEN ,q� \ . ;>��ra S5. . ��2ke 1�4 [�29'-6 �/2] � - i 55.3 �6.�6�� . . ,�,�. 2 � ', • _ _ ;. �`� i 4 �� {�zs•--� 3 j2) f � '` . I 55.6, ,�N �� 2 �� ,n �{ _ � � ! h S�.i �'t' x --• �/``�u%��x� � t ! c.j o� �� 2� 1�2.� � `rl A S. r- f,-. ;�X ,. o,,�a � \ ,� Q � � ��'� � � � \ I , � r �{ . � Vt'1CX7� .fy P. �( ) �L CES � — ' ' ! � . � ;� ��129�-t �/2] �� „ .'1 � � �__,._l � �_._..._.-1-_._._.__.�_.__. y' ��... �14�X��XO'-t3 n . f � . W/ �`L) 1/?" 0 H.A.S. "�` �� , � . � ,=r..r, /c 1 ni •�•rc iC� MART N / MARTIN \ CDNSU G ENGINEER5 � � Title V�`j�A ��N �� Date b' �-� "�� Job no.I ��2jOS O� � Subject Q►�nJ 1�C� 1-j'c/�M\►J�� By '�(�� Sheet �1- ot �IC"J �MS � ��) ST"E�L � � ��Mt1�`>l�E 5� - - ' �..� �,., ti�C �-�� 2 - � � 5 L�{j '. � �Z tJ t� 6 N �. ~ f't�.T/'IL ��G� �5� / `�`�� /� �5�� r_-__ .%/ ' 1'-. V l�s�C��1 L�- ��"l �� I� 1J� L.. � iD� � P��►� L��5 � X �� !� P= �55� �=� ��.s-�z.s, - 1. 6� �. Q , v,�aX - �=� �o -rSf35� _ l, �j � . _�o � �'1 �,�1' .� �� - � � iv-�-�, 5- 3.�� (�.5� = ?,,os, 1�-' �� '� _ 3��!�� _ 'J xM�� b,��o� �. I 1`�►,,. `� u S� h1/v x ,� � �__�-�.... -�� MAR N / MARTI N � � C6NS NG ENGINEERS Title � �� 0�11�1�) ��, Date ��I` b� Job no�� S �l � Subject d P E��e� �Y��M��C� By �l_-� Sheet �f F�N� �? � � w � ^ ��"� � r,ei3 � S� � z f W- 1 ��,�5 _ r�,�5 C `]-. � '�� l � � .?j � Cc- `` 7� = ?j1- ?-J- j �.:�2 �a� � Cb�►�vA�u�� ►�L = � -� � = f/,2 k� �- �,�,� - �•D7 �,-3 � � - _ ' I �M�x ` 2�0 ` n, (� �,. e._ 3' � = 3� _ �� I��.l� �G + �b� �.(a+�.l�� I� = g=g = �o� —�x�►�� 3&F�� 7Ei� t� T�,c = l5, S �� ,� 1/-S� t�l '�X�� S,; =2.1,`� t� 1-X = ��(� ��,,,,� f U _ � �-� = 3,� � � � �� .��r5� = l� � � � � ,�� : 2.� k MAR N / MARTI N � � CONS NG ENGINEER5 Title ��A �� 1 � Date b ^�I �� Job no. I V� 3oc�U� � Subject ��, ��M �^�� By��--C� Sheet� of Ca�. � �1 ��x �o � _ �.o '-v �, Pz P� �� P� � � � � . M \ � �� '\\ �'� ' � , �-D � � p./�5��°� - �' � PZ � �,7 � �r�� g� .�- '� _ �.o`l �. +- o.i55(,'� ��vva� : ,�I� 3 � � FRO�1 g�7 �I � �,� _ (.�q � � ��5�(, � � � � � z� = 6�� S = D,/�j� 5� ��-� + �z ��,, - ��7 k-- �� Ell h'{ � �c�'3!/� l S d I�- �n � �u C,,,,N : d.t� « � k� _ ��-},(� 4.._ R��x = i�3 k � 2�., � �1�� C�N�S �,� - � _.� ---.�-__.,,_._--_....___ Load Diagram � � RAM SBeam v3.0 � Vistabahn stair �M W 12x40 grid BB �E�^� Licensed to: Martin/Martin, Inc. - CO 06/23/OS 16:14:25 Span information(ft): I-End (0.00,0.00) J-End (20.00,0.00) P6 P3 P1 P4 W1 P2 P5 W2 Load Dist DL LL+ LL- Max Tot ft kips kips kips kips P 1 2.000 2.300 4.200 0.000 6.500 P2 5.750 1.300 2.400 0.000 3.700 P3 6.917 2.500 4.600 0.000 7.100 P4 11.750 2.300 4.300 0.000 6.600 PS 14.667 1.300 2.400 0.000 3.700 � P6 17.583 2.800 4.900 0.000 7.700 ft k/ft k/ft k/ft k/ft W 1 0.000 0.040 0.000 0.000 0.040 W2 20.000 0.040 0.000 0.000 0.040 � -a Gravity Beam Desig7 � RAM SBeam v3.0 � Vistabahn stair RQM W 12x40 grid BB ME�^� Licensed to: Martin/Martin, Inc. - CO 06/23/OS 16:14:07 STEEL CODE: ASD 9th Ed. SPAN 1NFORMATION (ft): I-End (0.00,0.00) J-End (20.00,0.00) Beam Size (LJser Selected) = W12X40 Fy = 36.0 ksi Total Beam Length (ft) = 20.00 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 2.000 2.30 4.20 No No 5.750 1.30 2.40 No No 6.917 2.50 4.60 No No 11.750 2.30 4.30 No No 14.667 1.30 2.40 No No 17.583 2.80 4.90 No No LINE LOADS (k/ft): Load Dist(ft) DL LL 1 0.000 0.040 0.000 20.000 0.040 0.000 � SHEAR: Max V (DL+LL) = 18.17 kips fv=5.1$ ksi Fv= 14.40 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange ComprFlange kip-ft ft ft fb Fb fU Fb Center Max + 90.8 11.8 0.0 1.00 21.17 24.00 2].17 24.00 Controlling 90.8 11.8 0.0 1.00 21.17 24.00 --- --- REACTIONS ('ps): Left Right DL reaction 6.66 6.63 Max+LL reaction 11.50 11.30 Max +total reaction 18.17 17.93 DEFLECTIONS: Dead load(in) at 10.00 ft = -0.275 L/D = 874 Live load(in) at 10.00 ft = -0.475 L/D = 505 Net Total load(in) at 10.00 ft = -0.750 L/D = 320 �� MAR / MARTIN � CONSLI G ENGINEERS � Title `� �� -'��ly N �� Date `�'� �^�� Job no. ��/"S� � � Subject �� ^5� By � L� Sheet of w��X 5� c��►D c� � = 13 � � �c�' DL I.�rS r�cK 5� P1 Qa P� P¢ � Cl�l�/� �� z � � � � 5 . Psb �� , 8�� P � 55 �� o,� l� ►�" � x= 3'� �� ion � � � � = �. 51 � � � �, � �: , Z� � X = 7_ � - �L - �, � �. � p,0�s �/__/° �`- 0 1 � ((S�b�J f 3� �-, � � ) + b,07�., `�C��.� �. i-� � = �, � �f-. � - � . � C ) C ) �- e ,� C � _ �.ok 3� @ x= g'- 8 �,�p = �•�vs( ��( �-�) = /-�-�- � x : lb '- 3 P,� � � o , l ( ) < � = � -� 1�, �s � = °`"�'-( ` °-� �� = o� l�� k.__. � x ° I I '�� P5L _ a .n� � � � � _ � � � I� � y � � ( �� = 5�. � , s ��- $,��c = �� I�ES�c,U > � � �N\ ��o�- � o Load Diagram o � R.AM SBeam v3.0 Vista Bahn Stair �M W14x53 grid CC � �E�^T� Licensed to: Martin/Martin, Inc. - CO 06/27/OS 09:46:34 Span infozmation (ft): I-End (0.00,0.00) J-End (13.50,0.00) P2 P3 P4 P5 W1 W2 1 Load Dist DL LL+ LL- Max Tot ft kips kips kips kips P1 3.500 0.280 0.510 0.000 0.790 P2 7.417 1.300 2.400 0.000 3.700 P3 8.667 0.800 3.000 0.000 3.800 P4 10.250 1.400 2.600 0.000 4.000 PS 11.667 0.640 2.600 0.000 3240 � ft k/ft k/ft k/ft k/ft W 1 0.000 0.053 0.000 0.000 0.053 W2 13.500 0.053 0.000 0.000 0.053 � Gravity Beam Desi�n � � RAM SBeam v3.0 � Vista Bahn Stair �M W 14x53 grid CC � �E�^� Licensed to: Martin/Martin, Inc. - CO 06/27/OS 09:46:44 STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (13.50,0.00) Beam Size (User Selected) = W 14X53 Fy = 36.0 ksi ' Total Beam Length (ft) = 13.50 � � POINT LOADS (kips): E Flange Bracing Dist(ft) DL LL Top Bottom 3.500 0.28 0.51 Yes No 7.417 1.30 2.40 Yes No i 8.667 0.80 3.00 Yes No � 10.250 1.40 2.60 Yes No 11.667 0.64 2.60 Yes No LINE LOADS (k/ft): Load Dist(ft) DL LL 1 0.000 0.053 0.000 13.500 0.053 0.000 SHEAR: Max V(DL+LL) = 10.87 kips fv=2.11 ksi Fv= 14.40 ksi MOMENTS: � Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max + 35.9 8.7 1.6 1.07 5.53 24.00 5.53 24.00 Controlling 35.9 8.7 1.6 1.0? 5.53 24.00 --- --- ; REACTIONS (kips): Left Right DL reaction 1.86 3.27 Ma�c+LL reaction 3.51 7.60 Ma�c+total reaction 5.37 10.87 DEFLECTIONS: Dead load (in) at 7.15 ft = -0.022 L/D = 7468 Live load(in) at 7.22 ft = -0.046 L/D = 3493 Net Totalload(in) at 7.22 ft = -0.068 LfD = 2380 k P � R � I * ; � MAR / MARTI N � ID CONSIJ G ENGINEER5 Title �I`�T� ��u� JT�i� Date b��`� —�S Job no. 1 ��g�i � Subject ��) ��2�F�� By �� Sheet of ��g x I I� C�{-� � = �7-' � �� w, ,�z �-- � � �w� Co� : ( T�2� (� = 2l��o �c (�j r� - �� /�-z � L5 DL = Zp�'� fp = g � L(� - � � P,� - 3 2 �. � �j F f�UNI �P'1 �• � � � r�� ; �` ( Z°.�-.�� 131 ��-Z PGx. = - � �- �� - s� C�3/� = 7. 2 � �� = I�• � k. , �� _ loo �(�I � � l 3• � k P _ �r�, � l� � � w, . --r-n�g - s!� .�� 5 '-3 � � - ______ ��g x (�� ►� Z v. 2� '�'`� W, L= D, 5� I��_____ CvNn�: Q�,�� - �5�� k � . �I �3 - '-3 �s= 0.��/3/' � l/��. Z 32 +- � = �} . 1 � �� = D, �� .�-�'1 � Cvl�N cS� � 2 v `�, w2� , o�'� � Load Diagram � � � R.AM SBeam v3.0 � Vista Bahn Stair �� W 18x 119 grid 3 �' Licensed to: Martin/Martin, Inc. - CO 06/27/OS 08:21:12 Span information(ft): I-End (0.00,0.00) J-End (27.50,0.00) P1 Wl W2 W3 Load Dist DL LL+ LL- M�Tot ft kips kips kips kips Pl 15.583 15.200 45.100 0.000 60.300 ft k/ft k/ft k/ft kift W 1 0.000 0.409 0.530 0.000 0.939 W2 15.583 0.409 0.530 0.000 0.939 0.349 0.410 0.000 0.759 Vd3 27.500 0.349 0.410 0.000 0.759 � Gravitv Beam Design� �a, RAM SBeam v3.0 Vista Bahn Stair RA� W 18x 119 grid 3 �E�� Licensed to: Martin/Martin, Inc. - CO 06/27/OS 08:20:46 � STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (27.50,0.00) Beam Size (User Selected) = W18X119 Fy = 50.0 ksi Total Beam Length (ft} = 27.50 Distance to Adjacent Beam on Left (ft) = S.5 Distance to Adjacent Beam on Right(ft) = 4.8 COMPOSITE PROPERTIES (Not Shored): li Left Right Concrete thickness(in) 2.50 2.50 Unit weight concrete (pc fl 145.00 145.00 f c (ksi) 4.00 4.00 Decking Orientation perpendicular perpendiculaz Decking type VULCRAFT 2.OVL VULCRAFT 2.OVL beff(in) = 6198 Y bar(in) = 14.05 Seff(in3) = 301.51 Str(in3) = 301.51 Ieff(in4) = 4236.03 Itr (in4) = 4236.03 Stud length(in) = 4.00 Stud diam (in) = 0.75 Stud Capacity(kips) q[].] = 10.0 q[2] = 13.3 #of studs: Full = 49 Partial = 17 Actual = 54 Number of Stud Rows = 2 Percent of Full Composite Action= 100.00 � Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist(ft) DL CDL LL CLL Top Bottom 15.583 15.20 0.00 45.10 0.00 No No LINE LOADS (k/ft): �! Load Dist(ft) DL CDL LL CLL ' 1 0.000 0.119 0.119 0.000 0.000 27.500 0.119 0.119 0.000 0.000 2 0.000 0.290 0.000 0.530 0.000 15.583 0.290 0.000 0.530 0.000 3 15.583 0.230 0.000 0.410 0.000 27.500 0.230 0.000 0.4�10 0.000 SHEAR: Maz V(DL+LL) =45.41 kips fv=3.65 ksi �=20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center PreCmp+ 11.3 13.8 0.0 1.00 0.59 33.00 0.59 33.00 Max+ 487.2 15.6 --- --- Mmax/Seff 19.39 33.00 --- --- MconsdSx+MposdSeff 19.53 45.00 --- --- Controlling 487.2 1 S.6 --- --- 19.39 33.00 --- --- fc(ksi) = 1.60 Fc = 1.80 Gravitv Beam Desi�n� �3 RAM SBeam v3.0 Page 2/2 Vista Bahn Stair W18x119 grid 3 �E�^� Licensed to: Martin/Martin,Inc. - CO 06l27/OS 08:20:46 REACTIONS (kips): Left Right Initial reaction 1.64 1.64 DL reaction 12.06 13.68 Max +LL reaction 26.52 31.72 Max +total reaction 38.58 45.41 DEFLECTIONS: Initial load (in) at 14.16 ft = -0.024 L/D = 13651 Live load (in) at 14.16 ft = -0.319 LJD = 1035 Post Comp load(in) at 14.16 ft = -0.437 L(D = 755 Net Total load (in) at 14.16 ft = -0.461 L/D = 715 MAR / MARTIN � �� GONS NG ENGINEERS Title U15'�'� �V�+� ��(2 Date t� �-�^US Jobno. � ��y � Subject �j 2 f,� 11 i�DO� By �� Sheet �of G�� L�) ��,D �i�� 5-rrc-��. �c� Ldl�,D �Zbt-� ��IZ �oS 1 �oNlf'os�� NI � =�}�- � a r/Z N�^-� c>N � Y �C� � I � ��1- �- ��TS b�..r W I� K� �3�� a N C,Q-lD � , , L= 2 5� �o -�tyl t� = � +- �2 - (o-� � �T �� - -----°-� � = � 'g ��2�u� �� ►-�D � - o��(�.5� = 0.�3 � "`'`�6 ►n'�-r-�Fr - �� L� 5) = �, �� !� I WD�z��►�T = 0,055(8,7�� o,�g �� R�Gr�,- - b,l (�. 7� = �• � P � S� � � 2'8� P` " �(� � �= �o'� � ��Ax � �-� �' �D��G� = b,`� �(�,�� _ �� u 1�, �- � �C►Z S �(�M , �E�r� �s c-�1�- Load Diagram � �� RAM SBeam v3.0 Vista Bahn Stair W 16x45 grid 2 � �TE�^T� Licensed to: Martin/Martin, Inc. - CO 06/23/OS 16:18:34 Span information (ft): I-End (0.00,0.00) J-End (25.50,0.00) P1 i i w2 � W1 i � Load Dist DL LL+ LL- Max Tot ft kips kips kips kips P1 20.333 2.800 5.000 0.000 7.800 ft k/ft k/ft k/ft k/ft W 1 0.000 0.405 0.650 0.000 1.055 W2 25.500 0.525 0.880 0.000 1.405 ; � � I � � � Gravitv Beam Design• �� RAM SBeam v3.0 • Vista Bahn Stair �M W 16x45 grid 2 IMERNATK�JAI Licensed to: Martin/Martin, Inc. - CO 06/23/OS 16:18:21 STEEL CODE: ASD 9th Ed. SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (25.50,0.00) Beam Size (LJser Selected) = W 16X45 Fy = 50.0 ksi Total Beam Length (ft) = 25.50 Distance to Adjacent Beam on Left(ft)= 4.5 Distance to Adjacent Beam on Right(ft) = 8.5 COMPOSITE PROPERTIES (Not Shored): Left Right Concrete thickness (in) 2.50 2.50 Unit weight concrete (pc� 145.00 145.00 f c (ksi) 4.00 4.00 Decking Orientation perpendicular perpendicular Decking type VULCRAFT 2.OVL VLTLCRAFT 2.OVL beff(in) - 65.25 Y bar(in) = 14.90 Seff(in3) = 98.87 Str (in3) = 109.1 S Ieff(in4) = 1333.23 Itr(in4) = 1626.66 Stud length(in) = 4.00 Stud diam (in) = 0.75 Stud Capacity(kips) q[1] = 10.0 q[2] = 13.3 # of studs: Full = 50 Partial = 17 Actual = 30 � Number of Stud Rows= 2 Percent of Pull Composite Action=48.63 Top flange braced by decking. . POINT LOADS (kips): Flange Bracing Dist(ft) DL CDL LL CLL Top Bottom 20333 2.80 0.00 5.00 0.00 No No LINE LOADS (k/ft): Load Dist(ft) DL CDL LL CLL 1 0.000 0.045 0.045 0.000 0.000 25.500 0.045 0.045 0.000 0.000 2 0.000 0.360 0.000 0.650 0.000 25.500 0.480 0.000 0.880 0.000 SHEAR: Max V (DL+LL)=22.65 kips fv=4.08 ksi �=20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center PreCmp+ 3.7 12.7 0.0 1.00 0.61 33.00 0.61 33.00 Max+ 121.7 14.3 --- --- Mxnax/Seff 14.77 33.00 --- --- Mconst/Sx+Mpost/Seff 14.93 45.00 --- --- � Controlling 121.7 14.3 --- --- 14.77 33.00 --- --- fc (ksi) = 0.62 Fc = 1.80 � Gravitv Beam Design� I� R.AM SBeam v3.0 Page /2 Vista Bahn Stair W 16x45 grid 2 � ��^� Licensed to: Martin/Martin, Inc. - CO 06/23J05 16:18:21 REACTIONS (kips): Left Right Initial reaction 0.58 0.58 DL reaction 6.24 8.42 Maac +LL reaction 10.28 14.23 � Max +total reaction 16.52 22.65 DEFLECTIONS: Initial load(in) at 13.01 ft = -0.025 L/D = 12084 Live load(in) at 13.13 ft = -0.233 L/D = 1314 Post Comp load (in) at 13.13 ft = -0.361 L/D = 84? Net Total load(in) at 13.13 ft = -0.386 L/D = 792 I � 0 I � � MAR 1 MARTI N � �g CONSUL G ENGINEERS Tiile V��7� 1"�z��` J 1 P1� 1�-- Date �p ' �� Job no. �gj��D�� Subject �� b� By �� Sheet of �.�L1� �l�x �S L'�� C'121�� C.� i I �ra�� L. = 13 '- g ��, (oNE 5�� = 3.� ,(�¢ � i GJp = (7.� �?7•�) y D•I � �� w,�= v� � C ) - �, 3� ��,.� P, - �2,� �- F��► �� o� �� . c�x = -�� 5 -- �, p - 5.31� �; � - r�� -1� � , , �' - ��5`�C2� � �� - n' I�. ZD� APP�X r Mt!'rE ni P��EZnt 1�"� � �C " I I '� A�5 �s �£�.�-�►x�u�2 � ; o - ( ( } � ) = b.7� � i 'i 2� 2 ,� ��,`�X : � 1L R = o. � (5�' = �7 ,� > 22�� r�. �� , ,,�� - x 35 a� _ a Load Diagram o �� R.AM SBeam v3.0 Vista Bahn Stair �M W12x35 grid CC � �E�� Licensed to: MartinlMartin, Inc. - CO 06/23/OS 16:25:53 Span information(ft): I-End (0.00,0.00) J-End(13.67,0.00) � Pl , Wl W2 2 � Load Dist DL LL+ LL- Max Tot ft kips kips kips kips P1 2.417 8.300 14.200 0.000 22.500 P2 11.667 0.410 0.750 0.000 1.150 ft k/ft k/ft klft k/ft W1 0.000 0.225 0.340 0.000 0.565 � W2 13.667 0.225 0.340 0.000 0.565 I � f � i • �ravity Beam Design� ,� Rt1M SBeam v3.0 � Vista Bahn Stair ME�� W12x35 grid CC Licensed to: Martin/Martin, Inc. - CO � 06/23/OS 16:25:46 STEEL CODE: ASD 9th Ed. SPAN INFORMATION(ft): I-End (0.00,0.00) J-End (13.67,0.00) Beam Size (User Selected) = W 12X35 Fy = 50.0 ksi Total Beam Length(ft) = 13.67 Distance to Adjacent Beam on Left (ft) = 24.0 Distance to Adjacent Beam on Right(ft)= 6.8 COMPOSITE PROPERTIES (Not Shored}: �� Left �gbt � Concrete thickness (in) 2.50 2.50 � Unit weight concrete (pc� 145.00 145.00 f c (ksi) 4.00 4.00 Decking Orientation parallel perpendicular Decking type VULCRAFT 2.OVL VULCR.AFT 2.OVL beff(in} = 41.00 Y bar(in) = 11.73 Seff(in3) = 45.60 Str(in3) = 69.71 Ieff(in4) = 285.00 Itr(in4) = 817.76 Stud length(in) = 4.00 Stud diatn (in) = 0.75 Stud Capacity(kips) q = 13.3 #of studs: Max = 72 Partial=24 Actual = 0 Number of Stud Rows= 1 Percent of Full Composite Action=0.00 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist(ft) DL CDL LL CLL Top Bottom 2.417 8.30 0.00 14.20 0.00 No No ; 11.66? 0.41 0.00 0.75 0.00 No No � LINE LOADS (k/ft): Load Dist(ft) DL CDL LL CLL 1 0.000 0.035 0.035 0.000 0.000 13.66? 0.035 0.035 0.000 0.000 2 0.000 0.190 0.000 0.340 0.000 13.667 0.190 0.000 0.340 0.000 SHEAR: Maz V(DL+LL) =22.55 kips fv=6.01 ksi Fv=20.00 ksi MOMENTS: � i Span Cond Moment @ Lb Cb Tension Flange Compr Flange �' kip-ft ft ft fb Fb fb Fb Center PreCmp+ 0.8 6.8 0.0 1.00 0.22 33.00 0.22 33.00 Max+ 52.9 2.4 --- --- MmaxlSefF 13.91 33.00 --- --- � MconstlSx+MpostlSeff 1391 45.00 --- --- Controlling 52.9 2.4 --- --- 13.91 33.00 --- --- fc (ksi) = 0.51 Fc = 1.80 Gravitv Beam Desi�n� � RAM SBeam v3.0 � Page 2/2 Vista Bahn Stair �M W12x35 grid CC � �E�� Licensed to: MartinlMartin, Inc. - CO 06/23/05 16:25:46 REACTIONS (kips): Left Right Initial reaction 0.24 0.24 ', DL reaction 8.43 3.36 � Ma�c+LL reaction 14.12 5.47 Max+total reaction 22.55 8.83 DEFLECTIONS: Initial load(in) at 6.22 ft = -0.003 LID = 49749 Live load(in) at 6.22 ft = -0.117 LID = 1400 Post Comp load (in) at 6.22 ft = -0.185 L/D = 888 Net Total load (in) at 6.22 ft = -0.188 L/D = 872 � � � i � MART / MARTI N_ � � CONSU G ENGINEERS Titie v�ST�� [�t�1-�N �ff�12 Date (�' �� ~ d� Job no.�g� �c'U f � Sub�ect Cj-��2- ��►� SU P�o�T By�G Sheet� of i T�� ►S � I- /a wroE � w,��sT �� ZSo�Iu- � 5u�'��o�r � �1 i>>p L E _ � �` i� P � �� c� -r�A D, . I� - o,zs( >aoJ = v. ��.-�,�- --�,�,75�,� -rz�► ►�55 3�2 � ��F � � v, 2�� ,... � ' � S�f R= ��" '; � _ �.75k' c,�,,, �A � � ,�r�-5 ` ��P� �- _ � ._----�-�- ,0. 1�� k- - o,t3 k,/ � �^'�u-- 1 _�y � � Z � R = aC�.�� 3� - o, �l �. '� 1 �O��T v �- �o ,q2+o,i3 .�-� _ � �,2 3 ��'' � � o �� ' �Jl71rJC� P'�n Nl��• 25a,r� �`�= o,25-C�I. 2�� .(,D� . �-� �� ,�.��1�� , 3 �,,� z (,// ��3 _ J,5 ,� b %, �I / � � _ d.c.c�C�� - ��- L�-�- b ' '�� .____.__._.. . _----�-�- �55 � x � X �� MART / MARTI N � � CONSUL�INEERS Title V I`7T� ¢� ��'J �Q�� Date b- � 3 ' d� Job no. I U� ��S�L � Subject �I� �`Z��D �l��b� By IJ�-�..-� Sheet �of i r��D ►-I 5 S 3 x 1 x %} -c o C�� ►PE �i��. �E�., n�� Nt�N ��--- �� -r-D2...S�o c� �.� P�v P�C,�� C�►-��K �N�SI o� 1�u� -� F-E�l-lfz-� ��_ � � U�, �c._ � '�T � 2 � j ��. _ � �f� << —_ �`�� l� _ �. = 0,�3�t3� � 0,7 ` 2 � 7. 3 Q,,,, � � (. 7� �.` � ii - �'�--�'- � ��j,�luh< � _ �,�C'-�I�� .= a-7� � k�.. � b�? � �L� �E� ,�-D �I� �.__-____ - �-°°-�---�---�--�-----_.., .�-- _ . � I TOWN OF VAIL �ARTMENT OF COMMUNITY DEVEL�E NT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E05-0284 '�� .p 1�(� Job Address: 333 BRIDGE ST VAIL Status . . . : ISSUED Location.....: VISTA BAHN LOFT 4TH FLOOR Applied . . : 11/10/2005 Parcel No...: 210108242001 Issued . . . 11/14/2005 Project No : ..�,,��5 _ � z� -� Expires . .: OS/13/2006 OWNER REMONOV & CO INC 11/10/2005 PO BOX 1888 EDWARDS CO 81632 APPLICANT BROTHERS ELECTRIC, INC 11j10/2005 Phone: 303-624-6117 PO BOX 2973 EVERGREEN CO 80439 License: 151-E CONTRACTOR BROTHERS ELECTRIC, INC 11/10/2005 Phone: 303-624-6117 PO BOX 2973 EVERGREEN CO 80439 � License: 151-E � Desciption: RELOCAiTE EXISTING ELECTRICAL TO NEW INTERIOR WALLS FOR THE � REMODEL 4TH FLOOR TO A SINGLE REISDENTIAL UNIT Valuation: $0.00 Square feet: 1000 *r***r***********r******4***4***r****4*4r**4*****4***4*r*********** FEE SUMMARY **r*******4**r4*4***4******4*4******r*********************** Electrical--------> $51.75 Total Calculated Fees--> $54.75 DRB Fee---------> $o.oo Addirional Fees----------> $o.o0 Investigation----> $0.00 Total Permit Fee--------> $54.�5 Will Call-------> $3.oo Payments------------------> $54.�5 TOTAL FEES--> $54.75 BALANCE DUE--------> $0.00 *********r***:****s4**s4***r****r**4*4******M**********r***********r*******4**s***r**********************r*******r**********r***********r******** Approvals: Item: 06000 ELECT�tICAL DEPARTMENT 11/14/2005 shahn Action: AP Item: 05600 EIRE DEPARTMENT #############�Y########4#4�k######4###4########4#4�k 4#4#######�Y#4#########�k###�k#########4�Y###########�k###4#4�Y###�Y#######�k######i###+Y####t t*#t*t+k t*t+k CONDITIONS OF APPROVAL Cond: 12 (BLDG.) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. sssss:sssssssrss.ssss.sss.s.:MSSS.ssr:s..:::s:::.:��■��:«ss�.s��ssssss+*.s*ssssssssss*sss.sss*:s**ssssssssss*sssssss*ss:s:*:.::s:s*:*ss*ss*.s*** DECLARATIONS I hereby aclrnowledge 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 strucriue 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 VANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. � � � ****************************************************************�**��**�**+*********** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R050001947 Amount: $54.75 11/14/200511:33 AM Payment Method: Check Init: DDG Notation: Brothers i Electric 1682 I ' ----------------------------------------------------------------------------- Permit No: E05-0284 Type: ELECTRICAL PERMIT Parcel No: 2101-082-4200-1 Site Address: 333 BRIDGE ST VAIL Location: VISTA BAFD.V LOFT 4TH FLOOR Total Fees: $54.75 This Payment: $54.75 Total ALL Pmts: $54.75 Balance: $0.00 *****t***t***t**tt************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 51.75 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- � 1 � � f � � � APPLICATION L�'F�NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED ��' 'v�� > Project #: �]A � / Building Permit #: OS- ��_ Electrical Permit #: _1`'C9 .S� C1 Z� � 970-479-2149 (Inspections) 710WN4Ff'AIL TOWN OF VAIL ELECTRICAL PERMYT APPLICATION 75�. Frontage Rd. Vail, Colorado 81657 � JNTRA . IWFO .. . O�N �lectrical Contractor: �T�wn of Vail R�g, No.: Contaet and Ph€�n� #'s: �..i� a�r1�Cs �:ICG�[`i �, ►n� 51 - C �� .3d3 '�� "'7j I� E=�ail Address: Contr.actor Sigr�att�r?: � � I � �,�. »t�� i COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) hMDU�VT OF 5 F7 IN STRUCTURE: �� Q � � U'� ELECfRICAL VALUATION: $ � �� Contact Ea /e Coun Assessors Office at 970-328-8640 or visit w-ww edc�le-c�un� ,cc�m for Parce/# Parcel # � j 4 / Q �'� 1� O C`� � �i+''^' F`la o r Job Name: ]ob Address: "�� A�1� Lb�� 333 l�QID�c ST V��L Legal Description Lot: Block: Filing: Subdivision: Owners Nan�e° � Addr�ss: ��3 �� I�hane: � , 'Qe mon�o� r GO• -L_ P_��, 1 ��t� Engin�er: �. -1 � 5' n Address: �� 'JS'S1' G�uc:R �Pnone:'3a3-�`�5 -41•5C7� l„ Y Detailed description of woric: �G�►p�+� G:��j s-��'�7� �1 c+r_.�r, G e,,,�� ll,lG►� �i7 ��rl'a� �Q d�� I °JVvrk Cla�s: New ( ) Addition ( ) Remodel (��) Repair � ) T�mp Power � ) Otd�er ( ) Wrrk T�ype; Interis�r ( ) Eacteric�r (�(') Botf� ( ) Qoes an EHU exist�it this fcx�tion: Ye5 (ey`�� Nc� ( ) Type of Bldg.; 5ingle-family�( ) Clup#ex ( ) Mufti-familY ( ) Cc�mmercia! ( ) Restaurant i ) Other (�w) pG��v5� ' �� No. of Existing Dwrelling Untts in this building; � Na. of Ac�ommodatinn Units in tF�is buildir�g; i� this permi_t f�r a hot tub:_Y�s ( ) No � Daes � Fire Alar�^i Fxisi�; Yes ('�) N+o ( j �a�s a Fire 5pririkler ��st�� txist: Yes� (,�() N��( ) , ,�� „ ��::,��,�,��*,��Mx,��,��:��,��,��,��*x�,�x��,�R�T,�FOR OFFICE USE ONLY:��:��,�,�,��,��,��*��-��,��;�*x*�*�,�*�*��*� Qther Fe�s: Da�e �2ceived: DR,B'� F�es: A,�ce ted B : Ptanner�i n-o'�: 114'aiildatal�clevlFQRR�I�'�PERf�11TS'+ELE�'PEft;N.[][]C' 0712Cr;2iH1? TOWN OF VAIL FIRE�bEPARTMENT� 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 #: FOS-0082 -� 6`S -OC�O Job Address: . 333 BRIDGE ST VAIL Status . . . : ISSUED Location.....: VISTA BAHN BLDG 3RD FLOOR Applied . . : 12/21/2005 Pazcel No...: 210108242001 Issued . . . 03/O1/2006 Project No : Ex ires . .: "�TL�OS-0 Z�� p. OWNER REMONOV & CO INC 12/21/2005 PO BOX 1888 EDWARDS CO 81632 APPLICANT WESTERN STATES FIRE PROTECTII2/21/2005 Phone: 303-792-0022 7026 SOUTH TUCSON WAY ENGLEWOOD CO 80112 License: 338-S CONTR.ACTOR WESTERN STATES FIRE PROTECTII2/21/2005 Phone: 303-792-0022 7026 SOUTH TUCSON WAY ENGLEWOOD CO 80112 License: 338-S Desciption: VISTA BAHN 4TH FLOOR TENANT FINISH-INSTALL FIRE SPRINKLER SYSTEM Valuation: $6,550.00 ******************************************************************** FEE SUMMARY *****�****************************************************** Mechanical---> $0.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $628.38 Plan Check---> $350.00 DRB Fee---------------------> $0.00 Additional Fees-----------> $0.00 Investigation-> $0.00 TOTAL FEES-----------> $628.38 Total Permit Fee----------> $628.38 Will Call-----> $0.00 Payments-------------------> $628.38 BALANCE DUE---------> $0.00 *******************************************************************************************************************************�***************** Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT O1/05/2006 mcgee Action: AP O1/25/2006 �TJR Action: DN 02/22/2006 mvaughan Action: AP revised drawings and as builts are pending CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. :::::::::::::::::*::::::s:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::s:::::::::::::::s:s::::::::::::::::::::*s:::::::::::::::: DECLARATIONS I hereby aclrnowledge 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 479-2135 � �-��.------ � / � (O � / � � ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement� Number: R060000188 Amount: $628.38 03/01/200602:49 PM Payment Method: Check Init: DDG Notation: Westen States Fire Protection 05378 ----------------------------------------------------------------------------- Permit No: F05-0082 Type: SPRINKLER PERMIT Parcel No: 2101-082-4200-1 Site Address: 333 BRIDGE ST VAIL Location: VISTA BAF�I BLDG 3RD FLOOR Total Fees: $628.38 This Payment: $628.38 Total ALL Pmts: $628.38 Balance: $0.00 ******************************************************************************************** ACCOUNT TTEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 278.38 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- APPLICATION 111�.. NOT BE ACCEPTED IF INCOMPLET�UNSI � . �� Project #: Building Permit #:� � Sprinkler Permit#: " ' 970-479-2135(Insoections� T1UU�NOFYAIL TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage Rd. must inclade the following. Permit application will not be accepted Vail, Colorado 81657 withoat this information: • A Colorado Registered Engineer's sta or N.I.C.E.T. Level III (min) sta m p. tc m e I ulic lat s. of Co ' t m. a must be submitted by a egistere Fire Protection Contractor. . CONTRACTOR INFORMATION � Fire Sprinkler Contractor: Town of Vail Reg. No.: Contact and Phone #'s: , , ! S� r ii� 3 3f�— S �v�— q z— 00�� xl�� E-Mail Address: � .� �S f Contractor ' nature: i M � COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) � � Fire Sprinkler: $ �r,j�d � 1 Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www.ea le-coun .com for Parce/# Parcel # /0 �'Z zOd � Job Name: �'"�"�`1 � � Job Address: (�l S�-f} �7SA�,J� 3�' F� 3�3� �v1�/�1� ��- Legal Description I Lot: Block: Filing: I Subdivision: Owners Name� ��J � Address�L ��,��s J�� hone:9��9u— (OZZG Engineer: Address: Phone: Detailed Location of work: (i.e., floor, unit #, bldg. #) 3� A�� Fc..�orZ Detailed description of work: FI � LI.F''Z �`-v�...,,�. ✓.:,��— �--r� Work Class: New( ) Addition ( ) Remodel (�1 Repair( ) Retro-fit( ) Other( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family( ) Commercial ()() Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: IVo. of Accommodation Units in this building: Does a Fire Alarm Exist: Yes ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) ,�,�,�,�,�,�,�,�,�,�,� ,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,�,� ,�,�,�*,�,�,�,�,�,�,�,�,�,�,��i�/ ,�,�,�,�,�**,�***** FOR OFFICE USE ONLY �� '�� '� � ��t� Uther�Fees:� �� -�� Date Received: � � �� `� Public Wa Permit Fee: " Acce ted B : ' Occupancy Group: UVail\data\cdev\FORMS\PERMITS\SPRKPERM.DOC 07/26/2002 APPLICATION W�NOT BE ACCEPTED IF INCOMPLETE �NSI �� . �,b Pro�e #: Building Permit #:� � Sprinkler Permit#: � "" � 970-479-2135(Inspect'ions) ��pF�r��, TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittai and 75 S. Frontage Rd. must inclade the following. Permit application will not be accepted Vail, Colorado 81657 without this i�tormation: • A Colorado Registered Engineer's sta or N.I.C.E.T. Level III (min) stamp. tc m ' I ulic lat s. of Co m• a must be submitted by a egister Fire Protection Contractor. CONTRACTOR INFORMATION Fire Sprinkler Contractor: Town o Vail Reg. No,: Contact and Phone #'s: ' -r S-r T� n� 33�- � �ri3- �'z Oo�z. �� E-Mail Address: � ..�' �5 Contractor ' nature: . COMPLETE VALUATIONS FOR ALARM PERMIT (Labor&Materials) Fire Sprinkler: $ ,��(� � Contact fa /e Coun Assessors O�ce at 970-3Z8-8640 or visit www.ea le-coun ,com for Parce/# Parcel # /0 � 120d �` Job Name: � ] �'�'�`r � � Job Address: V I S-�`A- �A�rJ r '�— �•v ��j �T��J1�c. ��= Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: hone: .v�� t�4-rLl�5 �r�LG.� ! �i. '!0-92G- loZ Engineer: Address: Phone: Detailed Location of work: (i.e., floor, unit #, bldg. #) 7JFZr� �!� �W 0 T'L Detai{ed description of work: Ft"Z,F� �"J L-1..�2..- �✓`-.,-,..� ,r�a,��. 1'L�►"-C� 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 Accammodatian llnits in this building: Daes a Fire Alarm Exist: Yes ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) x***�***�** **,�*,�*******�***t**,:zx,�,�*** ,�,�**,��:,�,�*�,�**�*�'9r+� ,�*,�*x�******,� �� FOR OFFICE USE ONLY �� ti �`� Other'Fees: Date Received: �� Public Wa Permit Fee: Acce ted B : Occupan Group: • 1\Vail\data\cdev�FOI2MS\PERM[TS\SPRKPERM.DOC 07/26/2002 � � FIRE PROTECTION MATERIAL CUT SHEETS FROM WE�.T_E1�.N STATES FIRE PROTECTION 7026 S. TUCSON WAY CENTENNIAL, CO 80112 303-792-0022 'VA►��. �'�� p�►RT I�17 -- 14�pre� �d a: 3ubmittad � Approvud u otsd I� �; � TI198: <.d�s�� J /�J� �� : Vista Bahn Building 3�d & 4tb Floor Tenant Improvements 333 Bridge Street Vail, CO 81657 JOB #; 15846 SUBMITTED BY: JOHN LOCHARD PROJECT MANAGER . 12/2Q/2QQ5 r Bulletin 154 Re�.E Modei �A W � � � Quick Response � � � Concealed � Automatic Sprinkler m The Concealer° UL Quick Response FM Standard Response Concealed Sprink(er With a '/z" (13mm) or 1'/z" (38mm) Adjustment Features , �. �-= ... �,• . , 1. Cover plate attaehment with %" (13mm) - � " - assembly adjustment. 2. Smooth aesthetie ceiling proi�ile. � ._. � . 3. Factory installed protective cap. , 4. Available in brass, chrome or black � � plated and white pa.inted finishes. ' 5. Ordinary temperature rai:ing. 6. Multiple orifices for design flexibility. �--, - `�. Approvals � Lisfings __ _. 1. Underwriters Labort�ies, Inc. (UL)- QuiCk Response The Model G4A Concealer� is designed for use where 2. Underwriters Laboratories of Canada(ULC} aesthetic appearance is important. Oifices, hospitals, motels Quick Response and restaurants are but a few of the applications wher�it can be 3. FaCtory Mutual Research Corp. (FM} used.It is available in differentorifice sizes allowing the designer Standard Response to optimize system performance, thereby achieving a very efficient installat�on. •Light Hazard Occupanicies- The Model G4A Concealer°is a UL Listed Quick Respor�se No Limitations Concealed sprinkler intended for use in accordance with NFPA •Ordinary Hazard OCCUpanCies 13. FM Approves this sprinkler as a standard response Grou� 1 &2 Wet Systems Only concealed sprinkler�ntended for use in accordance with FM � 4. NYC MEA 258-9�E -Quick Response Loss Prevention Data Sheet 2-8N. � Product Description The Reliable Nbdel G4A Conceale�uses a proven quick I�.$. Patent number 4,8��,�63. response fusible element in a standard style sprinWer frame with a drop�lown deflector.This assembly is recessed into tl�e � Application ceiling and concealed by a flat cover�plate assembly. The I fhe Reliable Model G4A threaded engagement provides /z (13mm) of cover � adjustrner�. The flat cover plate is attached to the skirt using � Concealer is the most versatile 135°F(57°C)ordinary temperature classification sdder. � quick response concealed sprin- � When the ceiling temperature rises,the solder holding the flat kler available.It provides the best ��:�:_- cover plate melts,the fiat cover plate released thus exposi � form of fire protection while �: the spnnWer inside to the rising ambient temperature. � � offering an attract�ve appearance The subsequent fusing of the element opens the waterway � and %�' (13rr►m)of cover adjust- r _ and causes the defiector to distnbute the watec Any secure ment for ease of installation. The engagement between tl�e cover plate and cup will assure that � I small diameter cover plate as- �� the drop-down defiector is properly located below the ceiling. sembly is easily attached and blends into the ceiling,concealing � �'- the most dependable fire protec- tion available, an automatic sprinkler system. The ReliableAutomatic SprinklerCo.,Inc., 525 North MacQuesten Parkway, Mount Vernon, NewYork, 10552 � i � i � � � � Installatian � Ordering Informati�f � =� Do not install the G4A Concealer�' in ceilings which have 1. Sprinkler Model � f positive pressure in the space above. 2. Nominal Orifice i � ? • Cut a 2'ia inch(67mm)diameter hole is cut in the ceiling,the 3.Flat Cover Plate sprinkler is easily installed with the Model G4 Wrench. The Assembly Fnish wrench has drive tangs which insert into the cup slots. 4. Inlet Type i When installing a sprinkler the wrench is first positioned into thesprinkler/cup assembly until the wrench tangs engage �t� �� , _ � the drive sfots in the top of the cup(there are iwo sets of Caver Plate Finishes ^°=°� ; drive slots in the cup). The spnnkler is then tightened into ; thepipefittin . Wheninsertingorremovingthewrenchfrom Standard Finishes _ i t � -�� the sprinkler�up assembly,care should be taken to preverrt Bronze ' �! damage to the sprinkler. DO NOT WRENCH ON AIVY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. hite Pamt Model G4 Sprinkler Install the cover plate by,hand tuming the cover in the Wrench clockwise direction unUl�t is tight against the ceding. Special Application A protective cap is provided to protect the drop-down sprinkler Finishes deflector from damage which could occur during construction gright Brass UL Listing Category before the cover plate�s installed. The cap is factory installed Slack Plating Sprinklers,Automatic and inside the sprinkler cup. Remove cap to install sprinkler, then Black Paint Open re-install cap until the cover plate is�nstalled. Off White Quick Response Sprinkler Maintenance Satin Chrome _ _ _ _ UL Guide Number The Nbdel GAA Conceale�° should be inspected quarterly "��her tinishes and cobrs are VnIIV and the s rinkler stem maintained in accordance with NFPA available on special order. p � Consult tactory for details. 25. Do not clean sprinklers with soap and water,ammonia or any other cleaning fluids. Remove any sprinkler that has been pairrted(other than factory applied) or damaged in any way. A Temperature Rating stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to ciaggreoaeon Sprinkler �O°er Max.Ambient +nstallation, sprinklers should be maintained in the original P��e Temp. cartons and packaging to minimize the poterrtial for damage to Ordinary 1s5°F/74°C 135°F/57°c 1oo°F/sa°c sprinklersthatwouldcauseimproperoperat�onornon-operabon. -- - Technical Data Total Nominal Nominal K Facter Sprinitler Sprinkler Inlet Thread Approvals AdJustrnent Orlflce US Metric IderrtHcadon (S!N) - -- --+--- -- -- Non Ad"ustable 'h" 13mm '/z" 15mm 5.6 80 ,_Yz"NPT RVZ 1,2,3,4 __ R5415 _ Non Ad ustable %z" 13mm � " 11 mm 4.2 60 'h"NPT(R%z) 1,2,4 R5413 Non Ad'ustable %z" 13mm " 10mm 2.8 40 '/z"NPT RYZ 1,2,3,4 R5411 Ad us[able 1'/z" 38mm '/z" 15mm 5.6 80 1"NPT Male or Female 1 2,4 R5418 Ad�ustable 1 Yz" 38mm ' " 11mm 4.2 60 1"NPT Male or Female 1,2,4 R5413 Ad ustable i'/z" 38mm " i0mm 2.8 40 1"NPT Male or Female 1,2,4 R5412� �5�s,w ,•. vr�v.e,+G r— �.�1�^aor.�rar --TI� ��r�r n neorr T,�I`I�t J��If i; i-_'—_ ri-__'_ _- � — T 1 —�_"��{�__.I.__f �WL"�'— `�f�� I II�J � �� IIII �I ift�' (�1,�'��--�� r, �-{J 5/8'Rh - r�4( �C1lNC MhF I <DUntuG 4/RPtR'CP SMIM.ilA CW —)f/E OK I �!•�!�!�4u[ ASSaatY A1`6iY � S!�//G�`'FMf[/P(�' �..� Y�YI an�i5�MN� ��a�• U�4FNSON i�� aN`€J{,,,• �,fe.Y',fJ+l� .�_._ ��rr nc LYl[lll,^.� kic tri[v �8 OwcH%aH i-1'O�9AR I I Y"_.. .- I � 'r":"•_-', y:; ,d i_::_-- t��<�� /.^'Y COYFP� � � ' ADJUJIY��--f'J/I�EO�t--� J,lI� i�� Tt-- :� rima�-� ��.� '��eJ I/Z��IYCI' � �/rd-J �n Fig.1 - Y2" NPT Non-Adjustable Inlet Fig. 2- 1" NPT Male-Adjustable Inlet Fig, 3- 1" NPT Female-Adjustable Inlet The equipment presented in this bulleGn is to be installed in eccordence with the latest published Standerds ol the National Fire Protection Association,Factory Mutual Research Corporation,or other slmilar orgenizations and elso with[he provisions oi governmentel codes or ordinances whenever appliceble. Products manulacwred and disVibuted by Reliable hava been protecting Gfe end property br over BO years,and areinstalfed and s�viced by the mosl highly qualilied and reputeble sprinkler contractors located throughout the United Stetes,Cenade and foreign countrles. Manufadured b 1Q► R�v�i� The Rellable Au6omatle Sprinkler Co.,Inc. �'J �Pe/ ��;��'� (800)431-1588 Sales Offces (800)848-6051 S81es F2x Revision lines indicate upda[ed or new data. (914)668-3470 Corporate Offices www.�eliablesp�inkler.com Internet Address EG.Pri�led i�USA 05105. PM 9999970150 r Bulletin 136 Rev.L Mode�1 FR °° � '� Model F1 FR Recessed 3 Quick Response � Sprinklers � Model F1 FR Spr'inide�'Tj►pe� Standard Upright Standard Pendent Conventional Vertical Sidewall � ��,;,, Horizontal Sidewall � , -HSW 1 Deflector Moc�el F1 FR Reoes�ed Sprinlder Types �- � Recessed Pendent � Recessed Horizontal Sidewall � -HSW 1 Deflector Upright Pendent LJstings&Approvals 1.Listed by Underwriters Laboratories, Inc.(UL) 2. Listed by UndenMiters'Laboratories of Canada(ULC) , 3. Certified by FM Ap provals �- � 4.Loss Preverrtion Council(LPC, UK) � 5. NYC BSB�A No.587-75-SA 6.Meets MIL�-901C and MIL�TD 167-1 $ ,�� 7.Verband der Schadernrersicherer(VdS, Germarry) 8. NYC MEA 258-93-E L � UL LJsting Category ~ Sprinklers,Automatic&Open Quick Response Sprinkler Vertical Sidewall Converrtional � UL Guide Number VNIV Product Descripdon . � <.� Reliable Models F1 FR and F1 FR Reoessed Sprirrders ar�e ' �. qwdc r�esponse spnnlders wfrc:h oombine the d�abilit�r of a � shandard sprinlder wilh the 2#ractive law prdle a�a deoorative ' ��. The Models F1 FR arxi F1 FR R�automatic sprinlders ' ub7'¢e a 3.0 mm irangible glass bi1b. These sprinld�s hav�e � derr�or�sh'abed respor�e times in IaboratorybesCs vuhich are Tnre t0 bEfl times f3S'tBf tha� ShdPldBfd f�2SpOf19e Sp�If�d�IS. TI11S Horizontal Sidewall q�ridc respor�se enables the Moclel F1 FR and F1 FR Reoessed HSW 1 Deflector Recessed Pendent sprinlders to apply waber bo a fire rrxach fas�er than standard sprir�lders of the same temperahx�e rating. A'pIlcatlon The glass ixlb oor�s of an a�.x�ely conVdled amour� Quidc response sprinklers ar�e used in fixed fire proteo- of spectial flud he�aNy sealed ir�side a precisely rrrarxfaG tion systems:Wet,Dry,Deluge or P�'eaction.Care must be b�.xed glasscapsule.This glass btlb is speaaliy oorstrucfied bo exercised thatthe orifice size,temperatixe rabing,d�flector prwicle fast tF�errrial response.The balarx�e of parCs are made siyle and sprinkler type are in accordance with the k�test a�brass,oo�er and berylNtm rtidc�l. published standards a�the National Fire Proaection Asso- At riorrrial temperatures,the glass bulb cor�tains the fluid ciation or the approving Autlioriiy Having Jur�dicbion. in both the liquid and vapor pFrases.The vapcx phase can Quick respor►se sprinlclers are inter�ded for installation as be seen as a small bubble.As heat is applied,the I�quid ex specified in NFPA 13.Quick response spriNders and starr pands,forcing the bubble srr�aller and smaller as the liquid dard respor�se sprinklers should not be irrtem�ixed. pr�essure incr�ases. Continued heating fonces the liquid to push out against the bulb, causing the glass to shattsr, opei�n9 the waterv�ray and allowing the deflectot'to distrib- ute the discharging water. The ternpera�are rabing of the sprinkler is identi6ed by the cdor a�the glass bulb. TheReliebleAudorr�aticS�xinlderCo.,Inc.525 North MacQuesten Parkway,MourrtVernon,NewYork 10652 Model F1 FR Quidc R se ri h Pendent&Conventional 'nklers � P9 � � Installation Wrench: Model D Sprinkler Wrench Installation Data: S�rk�1der K Fedor �� Identllic�u.n �ht(SSIn�(SSP) US Melric � �°^ SSU SSP " 15rrm S�suidard Orifioe wilh "NPT Thread 5.6 80 22" 56rrrn 1,2,3,4,5,6,7 R3fi25 R3615 „ " 20�rrn Orifice wilh "t�'T 1}vead 8.0 115 23" 58rrrn 1,2,3,4,7,8 R36�2 R3612 � � „ 17mm Srriall Orifioe wilh "NPT Thread 4.2 60 2.54" 65rtrn 1,2,8 R3623 R3613 � " 1Qrm Srriall Orifice wilh "NPT 'Th�d 2.8 40 2.54" 65rrrn 1.2,8 Fi3fi21 R3611 � 10rnm Orifice XL.H wilh F�}e"l7read 4.2 60 56.1 rrxn 4,6,7 Fi36'24 R3614 C C�nventior�eNns�all in U ' ar Penderrt Pbsibon E ' 10mm Orifioe XLFi wilh F(�e'Rread 42 60 56.1 mm — Fi3674 15rmi Sterxierd Orifice with Y,"NPT(HY)Thr�d 5.6 80 56.1 mm 4,6,7 Fi3675 20rrm Oril'ae wilh 94"7�'T R9�,Th'read 8.0 115 58.4rrm 4,7 R3672 �; . ` �'. / ?4� � - '>>,�� - � � ,'I �;�',7,. 1 - ��'Xk�� ... � }: f \ y � Upright Pendent Upright Conventional Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: I Nominal Threed K Factor gpNnlder Approval�� Sprinlder ldeMlflcatlon Orlflce Slze US MeMc He�9M Orgsnlzetlons Number(SIN) " 15rrrn "NPT 5.6 80 22" 56rrxn 1.2,3,4,5,7,8 R3615 ,� " 2(krm "NPT 8.0 115 23" 58mrn) 1,2,3 R3612 � " iimm "1�1' 42 60 254" 6Cxnm) 1,2,8 R3613 " 10rrm "NPT R� 2.8 40 254" 6�xrm 1.2,8 R3611 10mm I�e 42 60 56.imm 4,7 R3614 ��Refer to escutcheon data table for approvals and dimensions. e r/.•xp�c at (6�.e+Ynl � iqiis•cw [��/ r- `a „�� - - ,•�,�•� �� '- , � � ,rw w� �a ��-� +ro � �c'E''�,`� �—�. ��. [sr..�) �.ro J J�� /!tF,rolD (�J iar�x m Wpno�M/MrA pa[rae Ar�nroxlcs Mo alEfysONs 2. M � odel F1 FR Qwck Response Vertical S�dewall Sprinkler Instellation Wrench: Model D Sprinkler Wrench Instellation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installatlon Data• IK Factor Approval Spdnklar ldentlflcetlon Nominel Orifice Threed Size US ��c Sp�inlder Helght Organl�atlons Number(SII� l�Z" 'fi"NPT(Fi1�z) 5.6 80 22"(56mm) 1.2,3,6,8 R368.5 15mn 1�z"NPT(R3RZ) 5.6 80 2.2"(56mm) 4�� LPC Approval is for Pendent position ony. Orlentetlon ��a to Celling ��,:� Dimenslon(Min.-Mex.) s�; U ri ht 4"-12" 102mm-305mm +- Pendent 6"-12" 152mm-305mm i,• 4� � Vertical Sidewall Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench /� Installatlon Data: �� I APP�� Spdnklar K Factor and Type Identi(Icatlon Nominel Threed Spdnldar Number Orfflce Slze US Metrlc Length �� H�� (SIN) I y"(15mm) y"NPT(R3RZ) 5.6 80 2.63"(67mm) 1,2,3,5,8 1,2,5,8 R3635 N07E:UL end ULC Listing permits use with F1 or F2 recessed escutcheon. �� y. i Horizontal Sidewall � 3. Installaitlon � Sprinlder Types � - Quicic response spnnklers are i�ed for mstallafion ��d Upright as specified in NFPA 13. Quick respor�se sprinklers and �ndard PendeM standard response sprinklers should nat be intermbced. ��al The Model FiFR R�Quick Response Sprinklers ��all(Vertical,Horizorrtal HSW1) are t�o be installed as shoum.The Model Fi or F2 EscutcF� eons illustrated are the only recessed escutcheons to be Recessed Pendent used with the Model F1 FR Sprinklers. The t.ise of any other Recessed Horizontal Sidewall HSW1 r�escutcheon will vad all approvals and negate all warra►tties. When installing Model Fi FR Sprinklers,use the AAode!D Sprinlder Wrench. VVhen inshalling Model Fi FR Recessed Flnishes"'� Sidewall Sprinklers, use the Model GFR1 Sprinkler �� Wrench. Use the Mode! RC1 Wrerich for installing F1FR � �, R� Pendent Sprir�clers. Any other type af wrench B may damage these spriNclers. cnrome Piatea cnrome Piated�3� I White Poyester Coated White Painted Temperature Raitings Fl� �� daer Esa�cr�eon Max.Arnblarrt Bulb q� T re Bright&ess Bright Bress °C °F T�' CO� Bladc Plated Black Plated � Ordinary y7 135 1pp��3B°C� prar�ge Black Paint Black Paint rdinary 6g 155 100°F(38°C) Red p((yy�(� Off White Irrtermediate 7g 175 150°F(66"C) Yelav Satin Chrome Satin Chrome Inte�iate 93 aDD 150°F(66"C) Qreen High(1) 141 286 229°F(107°C) Blue (�) Other finishes and colors are available on special order. ��Not available for recessed sprinklers. Consuft the factory for deffiils. (� FM Approvals is limited to bronze and brass,chrome or black plated Tinishes only. Escutcheon Data (3) FP Push-0n/Thread-0if escutcheon � � �� tl°�'�0" vUa o�idon F1 �,�,a �+" �" �B'-'�se' O�dering Iniorma�ion 19mm 19mm 5mm-24mm $�Ify: �z i,�,s,a,�,�,s y" �,. �°'-'x°' 1.Sprinkler Model 13mm 25mm 5mm-17mm �e, 2.Sprinkler Type � ��2 �'��'� �1 mm 3.Orifice Size Ru�,�«✓ T�� 2 �� 3ye� 4. Deflector Type 2amm 5.Temperature Rating Malrrtenance 6.Sprinkler Fnish The Models F1 FR and F1 FR Recessed Sprinklers 7. Escutcheon Type should be inspeci�ed qu�arteriy and the sprinkler system 8. Escutcheon Fnish(where applicable) mair�tained in accordanoe with NFPA 25. Do not clean sprirdders with soap and water, amrrbnia or ariy other No�e: When Model F1 FR Recessed sprinklers are cleaning fluids. Remove dust by using a soft brush or gerr ordered,the sprinklers and escutcheons are packaged �e vacuuming. Remave arry sprirdder which has been separately. painted (other than factaY aPPlied) or damaged in arry way.A stock of spare spriNders should be mairrtained to allaw quick replacement of damaged or operabed sprirr klers. Prior tp installation,sprirdders should be mairitained I in the original cartons and packaging tmbil used t�o mini- m¢e the poben6al for damage to sprinklers that w�ould cause imProper opera6on or non-operation. The equlprt�ent presented In tl�la bulle�tin Is to be Instelled In ecCOrdence wMh the latest pertlnent Stenderde d the Natlonel Rre Protection/�eaocfaUon�Factory Muhiel Reaearch Corporetbn,a other sYMler orpentretlons end eleo wMh ttie prwlslor�e d 9��aodes a ardkienoes whenever epplceWe. Products menuFectured end distr�uted byRelfeble heve been proRecdr�INe and propertyfa wer80 yeere�end ere Instelled end servbed bYthe moet N9NY Uuallfied end repiRa- ble sprlrider contrecDors loceted ttvouphou[the United Sflaees.Canade and taelpn c�untries. Menufadured by The Rellable Automstic Sprinldar Co,Mc. � � (800�131-1569 Sales Offioes (800)64&5051 Sales Fax Hevlsfon linea Ndice�s updeted a new deta (914)666-3470 Corporate O(floes wwwielleblesprinlder.00m Intemet Address EO.Rhilad 6i USA$NO vMeeeeemo�n � • - . • � 1 A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is nec�ognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: • Has a Corrosion Resistance Ratio of 1.0 • Has No Thread Waming • Has a Pnessure Rating of 300 psi • Is Lighter Weight Than Schedule 40 • Is Approved by Factory Mutual and Listed by Underwriters Laboratories • Is Produced in Accordance to ASTM A-135 and A-795 • Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves • Is Produced From Steel wth Excellent Properties of Strength and Threadability • Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems• • Offers Lower Freight Costs EDDYTHREAD 40 SPECIFICAI'IONS Nominal Welght I.D. Bundle Pi e Slze In LbJFt in Slze 1 1.600 1.090 70 1-1/4 2.139 1.425 51 1-1/2 2.562 1.655 44 2 3.364 2.124 30 CORROSION RESISTANCE RATIOS Nominal Sch.40 EDDYTHREAD 4U EDDYLITE Pi e Slze in 1 1.00 1.00 0.74 1-1/4 1.00 1.00 0.48 1-1/2 1.00 1.00 0.47 2 1.00 1.00 0.38 •Eddytl►►eed 40 can be hot dipped gelvenhed to mset FM's iequlrement lor dry systema 1819 parkson Roed For addlllonel hdoim,sdon, CF�ea�e►Aeld�AAO 83017 oonfact your saleaperson todey at s ��. �■• MOOae'R�c�aNww1► ��3Z5-4/87 (800)S2FrM87 or(838)537 2800 �� '-- FAX:(63�537-2846 M fhe USA.or fiom Cenada www.bullmoaeebube.com �(�� FM nC�oompaor e-meu:info(a�bullmoosea,be.c;om �� 11�HanMion misYrdFaeln M am�ab-lawm�Ihslma d pubtc�llon.B�MoaeTU6e�e�sra�Ihs rl�t b diar9a pabd�pedlceBorr MlCiout notlos edMtl�o�t frwmp abpsMan (qJb3 ' � PRICE SpiEDULE NO.�� o � CAST IR� PIPE FITTINGS c�ess 125 � �cnvEOC��,� PIECES PCS. PCS.PER WGHT PIECES PCS. PCS.PER WGHT � �C�W. �ES 807( CARTON 100 BUYqC�. INCFIES BOl( CAHTON P00 CAST IRON 90° ELBOWS , ��'� CAST IRON 43° ELBOWS �, FI 21 � ('� 'i Fl .23 ��'°.� 9• �:�_`-� 9 :�___� 1/4 25 150 17 * 1/2 100 100 36 * - 3�8 25 150 25 * 3Id 100 100 60 * 1/2 100 100 40 * 1 50 50 90 * 3/4 100 100 64 * 1-1/4 25 25 145 * 1 50 50 102 * 1-1/2 25 25 185 * _- _ _.... - - __. 1-1/4 25 25 178 * 2 15 15 300 * 1-1/2 25 25 212 * 2-1/2 l� 10 425 2 15 15 320 * 3 6 6 600 2-1/2 10 10 500 * 4 2 2 1100 3 6 6 750 a-�/2 2 2 ls5o CAST IRON STRAIGiHT TEES j':�� 3/4 x 112 100 100 50 * �.24 �'':>1 ��,! 3/4 x 3/8 50 50 52• �- 1 x 3/4 50 50 77 * l/q - _ __ bulk bulk 22 1 x 1/2 50 50 71 * 3 8 25 1b0 3b * 1-1/4 x_l _ 25 25 125 * ; 1/2_ 100_ 100 55 * 1-114 x 3/4 25 25 112 * 3 4 60 60 86 * 1-1/4 x 1/2 25 25 96 * 1 50 50 135 * — _. -1-1%2x1-1/4 25 25 190 * 1-1 A 25 25 200 � 1-1/2 x 1 25 25 146 * l-1_/2 25 . .25_ 272. * 1-1/2 x 3/4 25 25 135 * � 2 lb 15 430 * 1-1/2x1/2 _25 25 140 * ' 2-1[2_- _9_ _9_ -_675_ __ - 2 x 1-1/2 15 15 290 � 3 5 5 1000 2 x 1-1/4 15 15 230 ,� ! 3-1/2 3 3 132b 2 x 1 15 15 220 � 4 2 2 1150 2 x 3/4 15 15 165 ,� 2 x 1/2 15 15 170 ,� 2-112 x 2__ 10 10 �--� �AST IRON RBDUCERS �� 2-1/2 x 1-1/2 10 10 310 �..__-' 2-1/2 x 1-1/4 10 10 300 �9.� - _ __ - _ �`,:__- , 2-1%2xl 10 10 275 2-1/2 x 3/4 10 10 290 3[4 x.l/2 bulk bulk 40 3 x 2-1/2 6 6 550 1 x 3 4 50 b� 65 � 3 x 2 6 6 550 1_x 1L?. _ 50 50 65 * _ _3z1-1/2 6 6 562 . 1-1 4 x 1 b0 b0 106 * 3x1-1/4 6 6 465 1-1/4x3/4. 50 _ b0 110 * 3 x l 6 6 475 1-1 2 x l-1 4 40 40 135 * ' 4 x 3 4 4 1000 _1-_l/2 x l. 40 140 _* 40 - 4 x 2-1 I2 4 4 890 � 2 x 1-1 2 30 30 190 ,t 4 x 2 4 4 775 2 x 1-1/4 30 30 180 * 4 x 1-1/2 4 4 850 2 x 1 30 30 185 * 2 x 3/4 30 30 170 * CAST IRON CROSSES '%�� 2 x� 3o so i�5 * '^�==' 2-t�2_x2 te ta _300 ;,,•.-- :� Flg.30A `�`��1 2-1 2 x 1-1 2 18 18 325 �..-� 3x2 12 12 410 1/2 50 50 85 3 x 1-1/2 12 12 425 3/4 30 30 135 1 25 25 190 * 1-1/4 15 15 335 * 1-1/2 10 10 404 * _ ___. _.. _._ . 2 8 8 665 * 1-1/4 x 1 15 15 335 1-1/2xl 10 10 404 2 x 1 8 8 352 * Recedlnp Llet Wloe IndfcatasAvdlable In Boz Qimntlry On7 Fmm Blose6W FecoxY Company Name P.O.No. �e pege 9 . 0 ■ ■ _ , Fig. 200 - "Trimline" Adjustable Band Hanger 'M $�Z6 R811gA— �/2"�11'll 8"PIPB �c� Maberial—Carbon Steel, Mil.Galvanized to G90 - spedfications �� - .-�'r' Functlon—For fire sprinkler and other general piping ,.f�� :E� --�' �� ._ ;�,, purposes. Knurled swivel nut design pertnits hanger ; -; � '�� =_= adjustrr�er�t after installation. � �� ',� �'', , ! � � �r '�. � strre , .�i �� , -�� . � ,, ;, Features— �; � ��; ` ; �� '� '',;� i i � �, � '� � � • (1/2"thru 2")Flared edges ease installation for � �' '� '� ; ' '� ' � all piPe tYPes and protec�CPVC plastic pipe from I � ;: � 1<; B � �;' ' ,'� roe , abrasion. Captured design keeps adjusting nut ,! � ;�;� i 'i ,�!�� '� �� from separating with hanger. Hanger is easily A �, +' j� ,�:` a � � ' �'' :�t.: installed around pipe. ';t. I�,.' r' ... ....�,,. 1 ,f,.,.. ..i:-- • (2'/:"thru 8"Spring bsnsion on nut holds it � ri`� '��-"'�� i•�'� .-'� securey in hanger befiore installation. Adjusfing , �' + � � s �;-.' ��.. nut is easily removed. ." ApProvals—Underwribsrs'Laboratories listed (1/2" "�� - thru 8")in the USA(UL)and Canada (cUL)for sbsel , � . �n YH�u z rNC►+Pi� ''� 2 1 tz THRU 8 INCFF PIPE and CPVC plastic pipe and Factory Mutual Engineering ! Approved(3/4"thru 8"). CoMorms to Federal Specificetions 1NW H-171 E�Type 10 and Manu(acturers Standardizetion Society SP-69,Type 10. Maximum Temperat�ur+e—650°F �---- ✓� �,` — -�.. Flnish—Mil.Galvenizsd. For Stainless Steel materi- �; '''� ';� � -� �'�;ti, als,order TOLCO"' Fig.200WON. 1,� �� '�; +;�' �, t=_-- �, Or+der By—Figure number and pipe size ' '' • ,; �,, � � ;' ��'� �f, aF:, - ''�' '� 'r' '? . � I� : �•..�;1�\ .�� ''II �'' , . �`��: i �,' �'' ,�� I�,I y� �i��i �.,�� --�- � �. F�s— � � I �!7 ��' \ t+ � , ,!� , ��,i �'s� ?+,�' '.�.�. ! ''I ,�f' � '�: : .. : �� ;� I � ��?u;.. ��„(-' s�.y"' � i3%', "__�__ :_7':_ � . _ Dlmenslons WlBlghts Plpe Rod Strs Maoc.Rec. Approx. Strs Inch Me61c A B Load Lbs. Lsr�th � 1/2 3J8 8mm or 10mm 3'/. 2'/. 400 11 3J4 3J8 8mf11 or 10mm 3'/s 2'l: 400 11 1 3J8 8mm or 10rrxn 3'/. 2N. 400 12 � 1'/. 3/8 8mm or 10mm 3'/. 2'/. 400 13 1'/: 3J8 8mm or 10mm 3'/. 2'/. 400 14 2 3J8 8mm or 10rrxn 4'/: 3 400 15 2'/: 3J8 10mm 5°/. 4'/. 600 27 3 3J8 10rrxn 5'/. 4 800 29 3'/: 3J8 10mm 7'/. 5'/. 600 34 4 3J8 10rrxn 7'/. 5 1000 35 5 1/2 12rrun 9'/. 6'/. 1250 88 6 1/2 12mm 10'/. �/. 1250 73 8 1/2 12mm 13'/. 8'/. 1250 136 � Mrn�F�e�t!•1375 Sanpavn Ara•Came�G 9�19•Rt�T3l5999•faot 909.T3l.033D 61e1o�SwMos•�D.7B6.57E6 wwNClolce�tais ��► • ■ , _ � Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 1'/4'Throat Openings Size Ranpe—(Fig.65 and Fig.66) 3/8", 1/2"and 5/8"rod ��H� �� ' �N MaEeiial—Carbon Sfieel wlth harciened cup poirrt set screw and s��a�,.m„ �c� jam nut Funcdon—Reoommended for hanging from steel beam wher�e flange thickness does not exc�ed 3/4" (Fig.65)or 1'/."(Fg.66). Features—All steel oonstructlon eliminates strudural deficienaes assoaated with casting type beam clamps. May be used on top or bot- tom flange of the beam. (Beveled lip allows hanging from top flange 8 where dearance is limited.) May be instslled with set screw in up or D down position. Offset design permits unlimited rod adjustmer�t by allowing the rod to be threaded oompletely through the damp. Open � design permits inspection of thread engagement � Approvals—Underwritets'Laboratories Listed in tlie USA(UL)and Cenada(cUL). Factory Mutual�Engineering approved. Conforms to Federal Specification VWU-H-171 E.Type 23 end AAenuFectur�ers � Standardization Soaety SP-69,Type 19. Exceeds requiremerrts of the National Fire Probection Association(NFH4), Pamphlet 13, 3/8'rod will support 1/2"thru 4"pipe, 1/2"rod will suaport 1/2"thru 8"pipe• A Included in our Seismic Restraints Catalog approved by the State of Califomia Offioe of Statewide Health Planning and Dav�elopment (OSHPD). For addmonel load, spacing and placement rela�ng to OSHPD projects. please reter to the TOLCO Seismic Restreint Systems Guidelines. Flnish—Plain Nobe—Available in Electro-Galvanized and HDG finish. Order By—Fgurs number. rod size and finish Fig.65 Patent#4,570,885 g Flg.65 � Dlmenslons�Welghts � C Rod Slze Max.Rec. ApPrax. A B C D E F ��± y��pp 3/8 1'/« 3/4 1 7/18 1 610 28 F 12 1'!: 3/4 1 9/18 1'!. 1130 55 5J8 1'/s 3/4 1 9/18 1'/, 1130 55 ' Mex.beds tor demp v�ith set acrew M up or dawn posidon. Flg.66 A Dlmenslons�Welghts rtod s�ze Max.Rec. /y,prox. A B C D E F ��± �p0 3/8 1'/,. 1'4 1 7/18 1 610 28 12 1'b 1'/. 1 9r18 1'/. 1190 55 5J8 1'/: 1'/. 1 9/18 1'/. 1130 55 ' Mex.loads tor dart�p vrMh set acx�xr In up a danm po�tlon. � 01fICF%1111NIiAC1Ul�IIG F1M�lIfY•1375 SIII�SON AYE.•O�NIA.G 91819•PH:961.737.�599•FNL•961.73)A030 q1510�ER SBIYICE•�0.786.5� w�vwJolcarnm TOWN OF VAIL D�EPARTMENT OF COMMUNITY DEVE�MENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M06-0004 "�,os-cx&c� Job Address: 333 BRIDGE ST VAIL Status . . . : ISSUED Location.....: VISTA BAHN LOFT 4TH FLOOR Applied . . : O1/OS/2006 Parcel No...: 210108242001 Issued . . . O1/09/2006 Legal Description: VV Filing 1, Lot C, Blk 2-Vai Village Club Expires . .: 07/08/2006 Project No : ��-�05_p��7 OWNER REMONOV & CO INC O1/05/2006 PO BOX 1888 EDWARDS CO 81632 APPLICANT MTECH MECHANICAL TECHI�TOLOGIE01/05/2006 Phone: (303) 650-4000 6830 N. BROADWAY UNIT A DENVER. CO 80221 License: 281-M CONTRACTOR MTECH MECHANICAL TECHNOLOGIE01/05/2006 Phone: (303) 650-4000 6830 N. BROADWAY UNIT A DENVER CO 80221 License: 281-M Desciption: INSTALL DUCT WORK AND MECHANICAL SYSTEMS FOR A REMODEL TO THE 4TH FLOOR TO A SINGLE RESIDENTIAL UNIT Valuation: $150.00 � Fireplace Information: Restricted: Y !f of Gas Appliances: 0 J�of Gas Logs: 0 !i of Wood Pellet: 0 sssssssss**ssss*s*s**sssss*ss***ssssss***s**s*sss*s****s**ssssss**** FEE SUMMARY **sssss*s*s******s**ssssssss******ssssssssssss*s*sssss*ssss* Mechanical---> $2 0.o o Restuarant Plan Review--> $o.o o Toral Calculated Fees---> $2 8.o 0 Plan Check---> $5.o o TOTAL FEES-------------> $2 8.o o Additional Fees-----------> $o.o 0 Invesrigarion-> $o.oo Total Permit Fee----------> $28.o0 Will Call-----> $3.00 Paymenu-------------------> $28.00 BALANCE DUE---------> $0.00 ****sss**********s**s*******s**r*s*s*********s*s**********s*s*s***********s**ssss**s**********ss*sssssssssssss*****sssssssssss*****s*ssssss*sssss Item: 05100 BUILDING DEPARTMENT 01/05/2006 JS 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 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 i ' � O 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 DR.AIN 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 B T LEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 ' PM. SIGNATU NE OR CONT CTOR FOR HIMSELF AND OWNEF � i . II � I i I ,I � ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060000017 Amount: $28.00 O1/09/200601:13 PM Payment Method: Check Init: LC Notation: #10704/MTech ----------------------------------------------------------------------------- Permit No: M06-0004 Type: MECHANICAL PERMIT Parcel No: 2101-082-4200-1 Site Address: 333 BRIDGE ST VAIL Location: VISTA BAHN LOFT 4TH FLOOR Total Fees: $28.00 This Payment: $28.00 Total ALL Pmts: $28.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 20.00 PF 00100003112300 PI,AN CHECK FEES 5.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- ` � , APPLICATIOIJ�ILL NOT BE ACCEPTED IF INCOMPLETE�UNS C'�c � � a� Project#. � v � Building Permit#: �s-�� gv :� � Mechanical Permit#: o� b . ° _ � 970-479-2149 (Inspections) 7�WNOFYAIL 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 Di ensions • Combustion Air D a e,Ve�E and G Lin i an ati Loss Calcs. uipment CutlSpec Sheets CONTRACTOR INFORMATION Mechanical Contractor: I Town of Vail Reg. No.: Contact and Phone#'s: �ECK Z`�l —�'`� ��.�cz� C5��y2G—�t� E-Mail Address: r}�-/ n,�te�h ,c,orK Contractor Signature: C MPLETE VALUATION FOR MECHANICAL PERMIT Labor& Materials MECHANICAL: $ �Sd,O L� Confacf Ea le Coun� Assessors Office af 970-328-8640 or visif www.ea le-count .com for Parcel# ---.------- ....__..__._....._..__._._ ________._ Parcel # Z� c��p�S 2 2v[s i I Job Name: `��5T14�N �,�- - ),.�`„ �.wc��2 I Job Address:3�-��q�ca..� �J'�r��.�Cp, �l(nS� `T Legal Description Lot: Block: � Filing: Subdivision: Owners Name:R��J I Address:�p,�1� ,E�,�� I Phone:�c��c�u_�22 L l Engineer: � Address: Phone: Detailed description of work: �N S��- �c�' �oCSI� � y�A �'EY►�1.. 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 )m�� U� No.of Existing Dwelling Units in this building: 'O I No. of Accommodation Units in this building: Nb/T e of Fire laces Existin : Gas A liances � Gas Lo s Wood/Pellet Wood Burnin No/Type of Fireplaces Proposed: Gas Appliances (l ) 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***************************** �E��D Other Fees: Planner Si n-off: Acce ted B : DRB Fees: Date Received: I .JAN 0 4 \\Vail\da[a\cdev\FORMS\PERMITS\MECHPERM.DOC � 07/24/2002 ,,-� � TOV-�4NI.D�V. � a , � � /�` �7 �A'N 4F V�IL Town of Vail Mechanical Codes and Design Criteria ♦ You must obtain Design Review Board (DRB) approval if any of the mechanical work will involve ANY exterior work. This includes and is not limited to removal and replacement of driveway snow melt systems. Please contact a planner at 479-2128 before submitting your mechanical permit application. ♦ The Town of Vail has adopted the 1998 fnternational Mechanical Code (IMC) with the 1997 Uniform Mechanical Code (UMC) as an acceptable alternative. ♦ All new construction within the Town of Vail is considered to be of unusually tight construction,thus all combustion air is required to be drawn from outside the structure for mechanical equipment. Reference the 1997 UMC Sec. 701.2. Town of Vail Fireplace Ordinance In September of 1991,the Vail Town Council adopted an ordinance which restricts te construction and use of open hearth fireplaces within municipal boundaries. Since that time the ordinance has undergone numerous changes and revisions, striving for cqmpromise, yet effectiveness in addressing the air quality issue. Therefore the following criteria has been adopted: ♦ Construction of open hearth wood burning fireplaces is no longer permitted within Town of Vail municipal boundaries. ♦ Dwelling Units —Each new dwelling unit may contain: One (1) EPA Phase II certiFied solid fuel burning device and no more than two (2) gas appliances (B vent) OR Two (2) gas log fireplaces and no more than two (2) gas appliance fireplaces (B bent). ♦ Restricted Dwelling Units —Each new restricted dwelling unit may contain: One (1) gas log fireplace and not more than one (1) gas appliance fireplace. ♦ Accommodation Units—Each new accommodation unit may contain: One (1) gas log fireplace or one (1) gas appliance fireplace. ♦ If two or more separate dwelling units or accommodation units are combined to form one larger unit,the combined unit may retain one woodburning fireplace (if one already exists) and no more than 2 gas appliance fireplaces, or may convert up to two existing fireplaces to gas. ♦ If during the course of a remodel an existing woodburning fireplace is altered or moved,the unit must then comply with all provisions of the ordinance. That is, the fireplace must be converted to natural gas or replaced by an EPA Phase II certified unit. \\Vail\data\cdev\FORMS\PGR]v11TS\MECHPERM.DOC 07/24/2002 TOWN OF VAIL �PARTMENT OF COMMUNITY DEVEL PMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 � 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M06-0115 ��5—6 1�Sa Job Address: 333 BRIDGE ST VAIL Status . . . : ISSUED Location.....: VISTA BAHN LOFT Applied . . : 04/20/2006 Parcel No...: 210108242001 Issued . . . 04/27/2006 Legal Description: W Filing 1, Lot C, Blk 2-Vai Village Club Expires . .: 10/24/2006 Project No : ��S_ �2�7 OWNER REMONOV & CO INC 04/20/2006 PO BOX 1888 EDWARDS CO 81632 APPLICANT SERVICE MONKEY 04/20/2006 Phone: (970) 262-1257 C/0 EINSTEIN ENTERPRISES PO BOX 2112 SILVERTHORNE CO 80498 License: 265-M CONTRACTOR SERVICE MONKEY 04/20/2006 Phone: (970) 262-1257 C/O EINSTEIN ENTERPRISES PO BOX 2112 SILVERTHORNE CO 80498 License: 265-M Desciption: INSTALL GAS FIREPLACE IN LOFT Valuation: $1,900.00 Fireplace Information: Restricted: Y /i of Gas Appliances: 0 /i of Gas Logs: 0 /i of Wood Pellet: 0 ******************************************************************** FEE SUMMARY ************************************************************ Mechanical---> $40.oo Restuarant Plan Review--> $0.00 Total Calculated Fees---> $53.00 Plan Check---> $10.00 TOTALFEES--------------> $53.00 Additional Fees-----------> $0.00 Investigation-> $0.0 o Total Pernut Fee----------> $53.o 0 Will Call-----> $3.00 Payments-------------------> $53.00 BALANCE DUE---------> $0.00 ************************************************************************************************************************************************* Item: 05100 BUILDING DEPARTMENT 04/26/2006 cgunion 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 MANUFACTURER'S INSTRUCTION,S 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�QUIPMENT MUST COMPLY WITH C�TER 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 subdiyision 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 HO DVANCE 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 ******+++�++*+************************************************�**�************************** Statement Number: R060000462 Amount; $53 .00 04/27/200609:38 AM Payment Method: Check Init: DDG Notation: Einstein 3865 ----------------------------------------------------------------------------- Permit No: M06-0115 Type: MECHANICAL PERMIT Parcel No: 2101-082-4200-1 Site Address: 333 BRIDGE ST VAIL Location: VISTA BAHN LOFT Total Fees: $53 .00 This Payment: $53 .QQ Total ALL Pmts: $53 .00 Balance: $0.00 *************************��****�*�*************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 40.00 PF 00100003112300 PLAN CHECK FEES 10.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- Apr 13 06 11:16a Sue Hobrock 970 262-6519 p.1 , � � � �'R�S O.S' ��7 �: .� � �' ��: o . � - ��: 970-479-Z149 ) �N� . TOWN OF YAIL MECHANICAL PERI�lIT APPLICA7'i0{�I 7s s.Fso�rtage Rd. Permft will nat 6e eccepfied without ihe lbnowlr�g: Ya�,Zbbrado 81657 . ' e Med�ahieal R�otn Layout drawn bu srale to indude: o Mad�rfi�1!�ROOm DImellsions o ntbustloq Nt'DuR�'.,�f�e aad L�io�s �' a lue,Vetrt and Gas Line Si�e and 4ocativn o t�vas tal�. o �quipment Cut/5pcc SNeets '� CONTRA�CTOIt II�IFOAMATION � Nled�anica[�: Town af V� R�eg.Wo.: Gornart an�i Phone*'s: �� - �� cA l7�/.5 �r JiC �7��. !�-l�l Addre� G - Contrac�Signa�a'e: �"`3�- �• y��r GOMPLETE V/LLUAT�ON FOR MECNANICAL PERMIT I.abor�Ma�als MEC�IiWIG1l: ; _� 1g� Co�rX' A�r�a O/f'me at 9�-3Z8-86�i0 ar-raar'� .rnm�r P�rod� Paroel # . , �on Narn� �i,� ct �nn. ��I'�t' � �ob�►ddr�s: �� . �rid( St. � 1.e9a1 Des4ripliat I.dlt BIo�JC Flin� �bdlv�ni C�nmers Name: drlOU °V�' 1�ddre5s: �i.lw�, I/; P�e' �'i7 ' g G� lo��i r�gineer: Addr+�: k�g Phhone: _ of wa,fc. �' %' 4 ` D work oass: New AddRloe+ ) Aloeration( ) r�air( ) Ott�er( ] Bodler Lor�tiorr Intriior� ) 6cbdio�'( ) Otl�( ) bors an EHU ex�t at this iora�tion: Yts( ) No(� 'iYP�of BId9: Sn91e-�arn7Y( ) Duplex( ) Muld-family( ) Gomm��(x) R�sta�( ) O�( ? I+lo�of E7dsLin9��9 Ur�in ths b�Nn9: No.of lh�Rs fn ttt�buNdirNg: � or g laoes r� : cas i��aes Gas wood/AeAet wood euret �me��a�s Qrw�sed:Gas A�a�s(/ ) c�s�s( ) wood/�c( ) wood eu��9(Narr Au ow�) Ls tl�is a aonversion a wvod bum6g lirepinac te at� A Phase II davioe? lles( ) No .**�*********x�**********�FORaFFICE USEONL'Y****�***#***********��******* . � . - • ?P anoa~ �� -- " • :Da�� _... .. . � . . .- . \\Vad�lal�dvlEOR1A51pFRMLT51b[ECH4ERM.DC)C 07R6l2m7. � � � IJ V � D APR 2 0 1006 � � TOWN OF VAIL . TOWN OF VAIL D�EPARTMENT OF COMMUNITY DEVE�MENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 � NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M06-0()04 �� -a�� Job Address: 333 BRIDGE ST VAIL Status . . . : ISSUED Location.....: VISTA BAHN LOFT 4TH FLOOR Applied . . : O1/OS/2006 ° Pazcel No...: 210108242001 Issued . . . O1/09/2006 Legal Description: VV Filing 1, Lot C, Blk 2-Vai Village Club Expires . .: 07/08/2006 Project No : ��-565 - a 2�S� OWNER REMONOV & CO INC O1/05/2006 PO BOX 1888 EDWARDS CO 81632 APPLICANT MTECH MECHANICAL TECI�OLOGIE01/05/2006 Phone: (303) 650-4000 6830 N. BROADWAY UNIT A DENVER CO 80221 License: 281-M CONTR.ACTOR MTECH MECHANICAL TECI�OLOGIE01/05/2006 Phone: (303) 650-4000 6830 NC BROADWAY UNIT A DENVER CO 80221 License: 281-M Desciption: INSTALL DUCT WORK AND MECHANICAL SYSTEMS FOR A REMODEL TO THE 4TH FLOOR TO A SINGLE RESIDENTIAL UNIT Valuation: $18,199.00 Fireplace Information: Res�icted: Y /t of Gas Appliances: 0 It of Gas Logs: 0 It of Wood Pellet: 0 *r************r*****************r*******�**********r**************** FEE SLJMMARY ***r***********r*****r************************************** Mechanical---> $380.oo Restuarant Plan Review--> $o.00 Total Calculated Fees---> $478.00 Plan Check---> `$95.00 TOTAL FEES --> $478.00 Addi6onal Fees--------> $0.00 ' InvesHgation-> $0.00 Total Pemnit Fee----------> $478.00 Will Call-----> $3.00 Payments-------------------> $478.00 BALANCE DUE---------> $0.00 *****s********************sss*********s****************s*******r****s****ss*****s*************r*******s*****s**********r************************* Item: 05100 BUILDING DEPARTMENT O1/05/2006 JS Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.) : FIELD IN�PECTIONS 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 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 RbOMS SHALL BE EQUIPPPED WITH A FLOOR DR.AIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004 .6. ..........................*...*..:*...*.:...:.*...*.:.�.:..................�...�...:......:.:.:....:.:.:.:....:.:.:.:....:...:...:.............*. DECLARATIONS I hereby aclrnowledge that I have read this application, filled out in full the infornnation 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 o inances of the Town applicable thereto. REQUESTS FOR INSPECTION�iALL BE MADE TWENTY-FOUR HOURS IN ADVAN Y EL HO AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. . SIGNAT O ER OR CONTRACTO FOR HIMSELF AND OWNEF :' 'r r ^ ` � � ***************�*************************r*************************�************************ TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement,Number: R060000215 Amount: $450.00 03/10/200601:29 PM Payment'�Method: Check Init: LT Notation: M-Tech j ck 10700 ----------------------------------------------------------------------------- Permit No: M06-0004 Type: N�CHANICAL PERMIT Parcel No: 2101-082-4200-1 Site Address: 333 BRIDGE ST VAIL Location: VISTA BAHN LOFT 4TH FLOOR Tota1 Fees: $478.00 This Payment: $450.00 Total ALL Pmts: $478.00 Balance: $0.00 **************************************************�***************************************** ACCOUNT I�'EM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ : MP 00100003111100 MECHANICAL PERMIT FEES 360.00 PF 00100003112300 PLAN CHECK FEES 90.00 -------------------------------------------------- - - - . _ � APPLICA� WILL NOT BE ACCEPTED IF INCOMPLETE OR�1NSIGNED Project#: Building Permit#: Mechanical Permit #: �0(0-bOo � 970-479-2149 (Inspections) 7r1WNOFYAIL �e`�� `�� TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Front�ge 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 Co tra tor: Town of Vail Reg. No.: Contact and Phone#'s: l�E�—+ ��t z.�� —� ,� �c��r �� — �9�� f E-Mail Address: q�-}�Qwt{tr,k ,u,•+1 Contractor Signature.: COM LETE VALUATION FOR MECHANICAL PERMIT Labor 8� Materials MECHANICAL: $ �� C� � .6 O � Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com for Parcel# Parcel # 21d /p 8-2 2 00 � Job Name: �� I Job Address: 33'� �Ql� S�, Legal Description I Lot: G � Block:2 � Filing: V �(Fju,�l� � Subdivision: Owners IVame:��bv I Address: '��,�� gg�� ,��5 Phone: 924 -(o�zC, Engineer.PF`1�5� �N� Address: 11`� �l`�. (�r. ��o�'� I Phone: � �4a Zo,� Detailed description of work: ��t� ti� C�RC�- �#' � �qN �S• Work Class: New( ) Addition ( ) Alteration ( ) Repair( ) Other )Q,E �� Boiler Location: Interior�) Exterior( ) Other( ) I Does an EHU exist at this location: Yes( ) No� ( - Type of Bldg: Single-family( ) Duplex( ) Multi-family( ) Commercial( ) Restaurant( ) Other�Q ��'-� �� No. of Existing Dwelling Units in this building: � No. of Accommodation Units in this building: � Nb/T e of Fire laces Existin : Gas A liances o Gas Lo s b Wood/Pellet b Wood Burnin No/Type of Fireplaces Proposed: Gas Appliances (o) Gas Logs(o) Wood/Pellet(o) 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***************************** I Other Fees: Planner Si n-off: Acce ted B : DRB Fees: Date Received: \\V ai l\data\cdev\FO Rtvl S\PERM 1TS\MECH PERM.DOC 07/24/2002 ' • � u �y �o�x aF V�r� Town of Vail Mechanical Codes and Design Criteria ♦ You must obtain Design Review Board (DRB� approval if any of the mechanical work will involve ANY exterior work. This includes and is not limited to removal and replacement of driveway snow melt systems. Please contact a planner at 479-2128 before submitting your mechanical permit application. ♦ The Town of Vail has adopted the 1998 International Mechanical Code (IMC) with the 1997 Uniform Mechanical Code (UMC) as an acceptable alternative, � All new construction within the Town of Vail is considered to be of unusually tight construction,thus all combustion air is required to be drawn from outside the structure for mechanical equipment. Reference the 1997 UMC Sec. 701.2. Town of Vail Fireplace Ordinance In September of 1991,the Vail Town Council adopted an ordinance which restricts te construction and use of open hearth fireplaces within municipal boundaries. Since that time the ordinance has undergone numerous changes and revisions, striving for compromise, yet effectiveness in addressing the air quality issue. Therefore the following criteria has been adopted: ♦ Construction of open hearth wood burning fireplaces is no longer permitted within Town of Vail municipal boundaries. ♦ Dwellinq Units —Each new dwelling unit may contain: One (1) EPA Phase II certified solid fuel burning device and no more than two (2) gas ap�liances (B vent) OR Two (2) gas log fireplaces and no more tlian two (2) gas appliance fireplaces (B bent). ♦ Restricted Dwelling Units —Each new restricted dwelling unit may contain: One (1) gas log fireplace and not more than one (1) gas appliance fireplace. ♦ Accommodation Units—Each new accommodation unit may contain: One (1) gas log fireplace or one (1) gas appliance fireplace. ♦ If two or more separate dwelling units or accommodation units are combined to form one larger unit,the combined unit may retain one woodburning fireplace (if one already exists) and no more than 2 gas appliance fireplaces, or may convert up to two existing fireplaces to gas. ♦ If during the course of a remodel an existing woodburning fireplace is altered or moved,the unit must then comply with all provisions of the ordinance. That is, the fireplace must be converted to natural gas or replaced by an EPA Phase II certified unit. \\Vail\data\cdev\FORMS\PLRMITS\MECFIPEItM.DOC 07/24/2002 HRE-UL762 ' HRE SERIES HIGF' VELOCITY RESTAURANT DUTY 'TILITY SET REV.k2 04��9�zoo , o � � - . � C � � ° '%'� `�� ;,� �.� '�� . a �r 1 H ', ��Q��\q FEATU R ES: ' ::wr :'°'��" FF� �� A 60. � .;� °�,��y1�'��:� - R�OF M❑UNTED FANS o � B � � � - UL762URANT M❑DEL - HIGH HEAT ❑PERATI�N 300°F C149°C) r ' ' - GREASE CLASSIFICATI❑N TESTING I � i i � �i A 2p � � � � � � INSTALL PIN FOR �� .,� i i SAFETY LOCK � f�PROVE� i � NORMAL TEMPERATURE TEST E C�VER REMOVED EXHAUST FAN MUST ❑PERATE CONTINUDUSLY ! �� a� � mmuniry Development Department �PEN @60° WHILE EXHAUSTING AIR AT 300°F <149°C) �''�j��j�'��(��° a !�d��cr Safety and Inspection Services UNTIL ALL FAN PARTS HAVE REACHED v , ° ° THERMAL EQUILIBRIUM, AND WITH�UT ANY S�c:icn�-. � � - '-_ �� DETERI�RATING EFFECTS TO THE FAN WHICH �:'''°,==sc:�a! B iloirg C�de/Interna�ional ResideMial � o��=�� o�e w!i;:_;�c:;:u�.-:2. T issuanc�or,r4r,t�ng cf a pe�;t shali � i ==a �i W�ULD CAUSE UNSAFE ❑PERATI�N, ;, ,; , ====R .�,.�' ,i not be c�n�t��;::.'t�L�^ p�r, ;t fcr, cr�n apprcvcl cf,4ny violation of ,� 4 �z=�A �i any cf th�prcvisi�r,�c�.�;s ��cr cf eny other ordinanc2 cf the � � s_ � �� ABN�RMAL FLARE-UP TEST �risdic`.;on. Fcrm:,� -r' �t��ive authority to violate cr cancal the i� �i �_=-=�-i' 1' P'�c::, ,: :.. .� F o �____� �� EXHAUST FAN MUST ❑PERATE C�NTINU❑USLY rovis:onsc�t.�'.�c�d�crcih rcrd:n�r,c2softhe � ��dictions�allnotbe o � .-----L ------ t P i .:,. � WHILE EXHAUSTING BURNING GREASE VAPORS vafc�. T��i��;:�nc�c'a p�r. 't ,�sed on construction docum�nts and AT 600'F C316'C) F❑R A PERIOD OF' othcrdG,a:`c:iLLr�t�-c i!ding ciiicial from reqciring t;�e � �, � � ,� � 15 MINUTES WITH�UT THE FAN BECOMING cerrecti�n c`crrer�i:�t .:�n�ocuments�nd other data.The � �� DAMAGED TO ANY EXTENT THAT COULD CAUSE bui;d;n�c;ii�icl i;,�.!s� . �prevent cc�upancy cr use of a ��'_`' '' AN UNSAFE C�NDI TION. struc:uro�:-h�r�i�viel�U'. :�de cr cf uny other ordinances of i � t.�is juri�diction. � PLANS EXAMINER: DATE: b D� ' I • �° OPTIONS: 4 3/16 i � J ~I ► i GREASE B❑X REM❑VE PIN PITCHED CURB ' 4� �� Tt�+i�vn� 2G i I R I i T� OPEN INSULATED CURB ...r� �r �� r �b6�`� I----- D --I � G=R+3' � '��d"'l � ��iD �PS� D DUCTW�RK BETWEEN p�rfq.�n�,rr �� j„�� EXHAUST RISER ❑N HO�D L^ ��J AND FAN CBY OTHERS) • MIN G�jD � ��") HRE BELT DRIVE v ��"�'� ��IM✓�Nl�-S HIGH VEL�CITY RESTAURANT-DUTY UTILITY SET DIMENSI�NAL DATA FAN M�DEL A B C D E F G H J R RO WHEEL WEIGHT • ►'hA+MTi4w Ip� Tv�� DIA. LB r,�?.fi�.�rs P� 1"'�-. HRE13 21 1/2 10 14 1/2 20 41 1/2 29 1/8 27 1/2 21 1/2 12 5/8 15 18 13 1/2 170 HRE16 25 1/2 12 3/4 17 1/2 z4 48 1/2 33 3/4 31 1/2 30 3/8 14 5/8 19 22 16 1/2 210 HRE20 29 1/2 15 21 1/4 z8 56 36 1/2 35 7/8 29 1/2 16 5/8 23 26 20 1/2 357 JOB Vista Bahn 1-3-06 ♦, � ��A �� _ _= LOCATION � � ��= == _- DATE 02/07/2006 JOB # 0 i i r,..= - _-- ___ -�— DWG # VistaBahn DRAWN BY LAP REV. 1,00 SCALE 8,5" x 11" � � FAN INFORMATION FAN EXHAUST FAN SUPPLY FAN UNIT FAN UNIT MODEL # N�. M�DEL TAG CFM S.P. RPM H,P. � V�LT FLA BL�WER H�USING TAG CFM S.P. RPM H,P. � V�LT FLA 1 HR Qn� HRE-20 4800 -2,000' 1511 5,000 3 z08 14,1 FAN OPTIONS � � FAN ppTION CQty. - Descr,) N❑, 1 1 -Exhaust Fan Grease Cup CDELHI> CURB ASSEMBLIES Np, �AN ITEM SIZE 1 # 1 Curb 28.000'W x 28.000'L x 20,000'H Vented JOB Vista Bahn 1-3-06 ♦, _ ___A _— _ ___ LOCATION � � ��= _,_= DATE O2/07/2006 JOB # 0 � I r�� = � DWG ,� VistaBahn DRAWN BY LAP REV. 1,00 SCALE 8,5" x 11" _ � � TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVEL PMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Pertnit #: P06-0008 "�US-6 � � Job Address: 333 BRIDGE ST VAIL Status . . . : ISSLTED Location.....: VISTA BAHN LOFT 4TH FLOOR Applied . . : 02/08/2006 Parcel No...: 210108242001 Issued . . . 02/09/2006 Legal Description: VV Filing 1, Lot C, Blk 2-Vai Village Club Expires . .: 08/08/2006 Project No : -�-��_ �2�-� OWNER REMONOV & CO INC Q2/OS/2006 PO BOX 1888 EDWARDS CO 81632 APPLICANT C&C PLUMBING & MECHANICAL, IO2/OS/2006 Phone: 827-9443 PO BOX 7314 AVON COLORADO 81620 License: 339-P CONTR.ACTOR C&C PLUMBING & MECHANICAL, IO2/OS/2006 Phone: 827-9443 PO BOX 7314 AVON COLORADO 81620 License: 339-P Desciption: INSTALL ROUGH PLUMBING AND FIXTURES FOR REMODEL 4TH FLOOR TO A SINGLE REISDENTIAL UNIT Valuation: $13,750.00 Fireplace Information: Restricted: ?? #of Gas Appliances: ?? N of Gas Logs: ?? #of Wood Pallet: ?? ********************************************************************* FEE SUMMARY •******************************r**************************** Plumbing---> $210.oo Restuarant Plan Review--> $o.oo Toral Calculated Fees---> $265.so Plan Check---> $5 2.5 o TOTAL FEFS------------> $2 6 5.5 o AddiHonal Fees-----------> $o.o 0 Investigation-> $o.o o Toral Permit Fee----------> $2 6 5.5 0 Will Call-----> $3.00 Payments-------------------> $265.50 BALANCE DUE---------> $0.00 •******************************r***************************r***********ss***sssssssss*s*s*sssssssss*sr*s*s*ssssssss*ssssss*s*ssssr*sss*ss*ss*ssrs Item: 05100 BUILDING DEPARTMENT 02/08/2006 �7S Action: AP Item: 05600 FIRE DEPARTMENT 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. ��'��"v � � � � ************�******************************************************************************* TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060000115 Amount: $265.50 02/09j200602:50 PM Payment Method: Check Init: LT Notation: C&C Mechanical / ck 5671 ----------------------------------------------------------------------------- Permit No: P06-0008 Type: PLUNIBING PERMIT Parcel No: 2101-082-4200-1 Site Address: 333 BRIDGE ST VAIL Location: VISTA BAHN LOFT 4TH FLOOR Total Fees: $265.50 This �Payment: $265.50 Total ALL Pmts: $265.50 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 52.50 PP 00100003111100 PLUNIBING PERMIT FEES 210.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- APPLICATION LL NOT BE ACCEPTED IF INCOMPLETE O� E _ Zg> Project#: 1 � Building �rmit#: ^O!$0 �� Plumbing Permit#: �� 970-479-2149(Inspections) �� TOWN OF VAIL PLUMBING PERMIT APPLICATION TS S.Fror�ge Rd. Vail,Colorado 81657 CONTRACTOR�NFORMATION PlYmbing Contractor: , Town of Vail Reg. No.: Contact and P�ne#'s: C�'C �LuNI B��)G � ME��I� 33°1 - P CURT s ct�nd�o� 827 9��3 E-Mail Addr�ess: $G�'�� eaK C /'VI - C�� Contractor Signatur�e: �-,-- COMPLETE VALUATION FOR PLUMBING PERMIT(Labor 8 Materiais) - -� PLUMBING:$ /3j '7 SU� OO Contact Ea /e Coun Assessors O�ce af 970-328-8640 or visit www.ea !e-counf .cam for Parcel# Parcel# 2/o l 082�ZDO� Job Name: V{S�'A ��b� � C� F T �-� �ob Address:33 3 $�I D� S'TRE�?' Legal Descriptlon Lot: Block: Fling: Subdivision: Owners Narr�:�7►/o N O� � Cp Address: p,o. $OX /8 g 8 Phane: �w Co 8l��Z Engineer: Address: Phone: Detailed description aF work: , /�IST�4 t-�.- oU G-�- f'L Uf'IB/nl G � F X��I2�S Work Class: New( ) Addition{ ) Alteration� Repair( ) (3tf�er( ) Type of 81dg.: Single-fiarr►ily( ) Duplex( ) Mukti-famAy( ) Commercial( ) Restaivant{ ) Other{ ) No.aF F�cisting Dw�eNing Units'rr�this bu�ding: � No. of Acoomrnodation Units in this building: Is this a cawersian from a wood bumir�g fireplace to an EPA Phase It device? Yes( ) No ,��,��*:****::::::::::::,�::::::::::::::::FOR OFFICE USE ONLY:::::::::::::,�:::::::::::::,�::,�:::::* "�:��.... ��.::. , ....�` „�:��' ` ` . .x� , , . . : .. , � � � . `�li�': ,. � . . �1 �.� ... � . . _. ..... __.�. .. ,.. ...___..�. � /� ,�� n �p v � � � LI �/ � D \\VaiAdata�cdev�FORMS�PERMfI'S�PL.MBPERM.DOC FEB 0 B��LUUU 2 TOWN OF �/AI� . � � � H-VAC AIR APPARATUS TEST REPORT PROJECT: VIS�'l� ,�7 � -�+L� _ UNIT: �I� ��- �i�� AIR HANDLER UNIT DATA MOTOR NAMEPLATE DATA � MANUFACTURER �� MANUFACTURER �s� MODEL l 3 HP R.P.M. � („ J1'.'Q � 7" � SERIAL ��- PHASE FRAME ��s I FAN TYPE �� S.F. TYPE �,,� � �j I i RATING �G�b D VOLTS AMPS Z��2?J� ,�? I ( ,��' ' .' �;j �� THERMALLY PROTECTED �� i i � � - --— � STARTER DATA - DRIVE DATA � MANtIFACTURER �l Q y MOTOR DRIVE I �Q ' �� ' v� . MODEL MOTOR BORE SIZE/THERMAL NO. FAN DRIVE RANGE FAN BORE ' SET AT(AMPS) NO. BELTS � SIZE i � � REQ. THERMAL ROTATION RATING (AMPS) DRIVE CHANGE • AIRFLOW DATA TEST DATA INITIAL FINAL SUPPLY CFM �/� 3 FAN R.P.M. � OSA CFM � VOLTAGE �.,q � � RETURN CFM 1�,�, � AMPERAGE ,� �� {. � � „ „ � � „ 2� �, „ ,,6 ,� � � �,c,� r� O . � NOTES: t 'f� � a PAGE: � � . � � ' H-VAC AIR TERMINAL TEST REP4RT � PROJECT: ' -I� � � � , SYSTEM: � �- (��°�""" � SYSTEM � TERMINAL DESIGN INITIAL FINAL NOTES NO TYPE SIZE AK VEL CFM VEL FM VEL CFM / �- :Z�x.� � �1-� � � I - �� `v � � -- .� -- i L�--- - , - , — - — - !�o �� r . 5 / �3 � / � ,�o , i �� - --- - - ---- —-- - – 1 i��- -- - � -- �' ; �j_ ,�o ' � o � 1� � 'c� �F� � � ' �� ; /�o ! � � ' 1 0� � �►�,.� : � / �" $� .� � � , I 3 �I � J �: �. g �0 3 � -- `. 3s-( 3cg � ---f— - - 3 �� -- ' a-!�' �5�. �- �� , 3b ��,��.. .. � . � � � NOTES ''1�1 G F n� 0�1 5 L 1 � s�� c,�.� r,�,p�� -a Z�o c;F-yv� .�- -� C�'''w��-'S� '�r�� T�D� ��-t�.v ��- s�3. , PAGE: , � „� ^ . � H-VAC FAN TEST REPORT PROJECT: ��-�� L.- FAN NUMBER UNIT DATA UNIT DATA UNIT DATA MANUFACTURER �scyv � ` MODEL - - SERIAL � RATING �� MOTOR DATA MOTOR DATA MOTOR DATA MANUFACTURER � �j MOTOR HP RPM PHASE TYPE S.F. FRAME VOLTS AMPS � DRIVE DATA DRIVE DATA DRIVE DATA MOTOR DR1VE BORE FAN DRIVE BORE NO. BELTS SIZE DRIVE CHANGE ROTATION ��, STARTER DATA STARTER DATA STARTER DATA MFG. MODEL S1ZE RANGE SET AT(AMPS) REQ. THERM � THERMAL PROTECTION TEST DATA TEST DATA TEST DATA CFM VOLTS l j �� RPM AMPS N� O, U- 0�1 �. �� = NO'fES: PAGE: s _ � � ' H-VAC TEST, ADJUST AND BALANCE REPORT THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS OBTAINED IN COMPLIANCE WITH NEBB PROCEDURAL STANDARDS. ANY VARIANCES FROM THE DESIGN REQUIREMENTS ARE NOTED THROUGHOUT THIS REPORT. THE RESULTS SHOWN AND INFORMATION PRESENTED IN THIS REPORT IS CERTIFIED TO BE ACCURATE AND COMPLETE, TO THE EXTENT POSSIBLE BY EQLTIPMENT AND PROCEDURES USED THROUGH- OUT THIS SURVEY. TNE FINAL AIR DISTRIBUTION SYSTEM MEASUREMENTS ARE IN COMPLIANCE WITH NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING AND BALANCING OF ENVIRUNMENTAL SYSTEMS AND THE PROJECT SPECIFICATIONS. CERTIFIED BY: ' DATE: �`l( ��o THE F1NAL HYDRONIC DISTRIBUTION SYSTEM MEASUREMENTS ARE IN COMPLIANCE WITH NEBB PROCEDLTRAL STANDARDS FOR TESTING, ADUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS A1�1D THE PROJECT SPECIFICATIONS. CERTIFIED BY: DATE: H-VAC WA.RRNATS THAT THE AIR AND HYDRONIC SYSTEM EVALUATED DURING THIS SURVEY IS OPERATING AT THE SPECIFIED LEVELS AS 5HOWN WITHIN THIS REPORT, AT AND ONLY AT THIS TIlVIE. H-VAC M AKES NO OTHER WARRANTIES, STATED OR IlVIPLIED, CONCERNING THE CONTIUED PERFORMANCE, OPERATION OR SAFETY IN THE USE OF THIS EQUIPMENT PASS THIS TIME. �.VA C T.A•8• CONTRA��OR c� 2 ��qN D. TOQ�� € � � � 08-23-2006 Inspection Request Reporting Page 6 ! 4:19 pm Vail, � - Citv Of I � Requested Inspect Date: Thursday,August 24,2006 Inspection Area: CG Site Address: 333 BRIDGE ST VAIL iVISTA BAHN LOFT � A/P/D Information Activity: B05-0180 Type: A-COMM Sub Type: ACOM Status: ISSIIED Const Type: Occupar�cy: Use: I-B Insp Area: CG Owner: REMONOV 8�CO INC Applicant: W.E. O'NEIL CONSTRUCTION COMPANY Phone: (303)238-7900 Contractor: W.E.O'NEIL CONSTRUCTION COMPANY Phone: (303)238-7900 Description: REMODEL 4TH FLOOR AND PART OF 3RD FLOOR TO A SINGLE RESIDENTIAL UNIT Comment: DRAWINGS SUBMITTED ADDRESSING COMMENTS ROUTED TO CHRIS GUNION-JSUTHER Comment: planning approval recieved. new plans sets approved.-CGUNION Comment: plan review comments sent to applicant and architect 8/3/05. corrections required.-CGUNION Comment: ROUTED TO CHRIS GUNION WARREN CAMPBELL FIRE AND PUBI_IC WORKS-JSUTHER Comment: The conversion of the exisitnq'bar/dance club to a 1,4d0 square foot dwellin� units does not have any parkgin implication as the pa�cing re uiremtns for a 1,400 square foot dwelling unit is less thatn the parking required by 1,400 square feet of bar/�ance club. The applicant addressed parkign previously through the pa -in-leiu parking pro ram.-WCAMPBELL Comment: R�ISIONS SUBMI�D ROUTED TO CHRIS GUNION,WARREN CAMPBELL, FIRE AND PI.IBLIC WORKS. NO ADDED VALUA"fION-CGUNION Comment: REVISED PLANS APPROVED BY BUILDING 2/06/06.-CGUNION i Comment: revised plans in bin C-1. Planning approval required prior to issuance.-CGUNION ` Requested Inspection(s) � �� . �v� Item: 90 BLDG-Final Requested Time: 10:00 AM Requestor: W.E. O'NEIL CONSTRUCT N COMPANY Phone: 303-588-3021 ACo�ments: will call 303-5 - 1 � , N ssig ed To: GDENCKL �, � Entered By: DGOLDE K Action: ime Exp: . . , Inspection Historv • Item: 10 BLDG-Footings/Steel Item: 20 BLDG-Foundation/Steel Item: 30 BLDG-Framing **Appr ed** 11/30/05 Ins�pector: CDAVIS Action: PI PARTIAL INSPECTION Comment: EXTERIOR WALLS ONLY O.K.TO CONCEAL AT THE EXTERIOR WALLS AND ONE SIDE OF SOFFITS ONLY 12/16/05 Ins ector: GCD Action: DN DENIED Comment: SP�KE WITH CONTRACTOR HE SAID THIS WAS A PARTIAL FRAMING INSPECTION FOR THE STAIR WALLS. I TOLD HIM WE WONT DO PARTIAL INSPECTIONS FOR THIS TYPE OF WORK, IT CAN BE INSPECTED WITH THE REST OF THE INTERIOR WALL FRAMING. 03/07/06 Inspector: cdavis Action: DN DENIED Comment: Mechanical permit in revised status. Inspections not complete on mechanical system Framing inspection request denied 03/24/06 Ins�pector: GCD Action: CR CORRECTION REQUIRED Comment: 1.COMPLETE FIRE STOPPING AS NEEDED. PROVIDE lIL LISTED ASSEMBI_IES. 2.SECURE CSST AT FIREPLACE. FIREPLACE REQS INSPECTION WHEN INSTALLED. 3.MOVE STUDOR VENT TO MAKE ACCESSABLE. 4.OK TO INSTALL SHEE"fROCK AS DISCUSSED ON WALL AND CEILING. LEAVE AREAS OPEN FOR INSPECTION; BATH ELECT,ABOVE CEILING FOR RETURN DUCT. 04/05/06 Ins ector: GCD Action: CR CORRECTION REQIIIRED Comment: I f�M 1,2 REGI RE-INSPECI"ION. CSST REQD GASTITE NAIL PLATE. ITEM 3 APPROVED. CONTRACTOR REQLIESTED TO HANG KITCHEN CEII_ING.THE RETURN AIR HAS BEEN REMAIN OPENUUNIT�L MECH�IS API'ROVEDDONED GAS LINE NOT INSPECTED,CEILING TO 04/10/06 In�spector: GCD Action: AP APPROVED Comment: OKTO SHEETROCK. ITEMS NOTED ON 04-05-06 APPROVED Item: 50 BLDG-Insulation Item: 60 BLDG-Sheetrock Nail **Approved** 04/11/06 Inspector: GCD Action: AP APPROVED Comment: Item: 70 BLDG-Misc. REPT131 a � • - ' Run Id: 5614 � � �