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Home My WebLink AboutB06-0019 �� Community Development Department 75 South Frontage Road Vail, Colorado USA 81657 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOP'TED CODES of the Vail Town Code certifying that, at the time of issuance, this struciure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Vail's Front Door Building B Spa/Guestrooms Address of project: 174 Gore Creek Drive Vail CO 81657 Owner name and address: Lod�e Pro�erties Inc 174 Gore Creek Dr Vail,Co IBC Edition: 2003 IBC Occupancy Group(s): B Type(s) of Construction: IA Permit Number(s): B06-0019 Occupant Load: Sprinkler System Y/N Type: Y 13 Martin Haeberle,Chief Building Official /Z.2�J �' Date , • u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI �6_d0 Z� O� � �O/ Pr°Ject#: � , Building Perm�t# " f ��?3-�149:��s�i, �.`�� "' ��' a TOWN OF VAIL BUILDING PERMIT APPLICAT ION Separate Permits are required for electrical, plumbing, mechanicai, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION Ge eral Contractor: Town of Vail Reg. No.: Contact Person and Phone#'s: � a °� �.�cv �,�'orn so,� �t's $25=13�3 Email address: �� ,�� Fa�c#: C3d3� g,2s y 30� Contractor Signature: � __ i , COMPLETE VALU�T S Ff�R-� UILDING PERMIT Labor� Materiais BUILDING: $ , ELECTRICAL: $ � ' OTHER: $ � _- �:��, � �r�� /l�,�c%�� PLUMBtNG: $ �,�y�� MECHANICAL:$ ,-,�:,��z% ' TOTAL: $ ^ . , ; � � ,4,� �G� GC�.c: For Parce!#Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com �� , ` ` ` 1� . { 7 ,�. Job Name: � � Job Address: �/911.�.� /"jZON j ��0��j�,.,�)L'r�;,� Legal Description Lot: � Block: Filing: Subdivision: ,' ` _ ( t; .: :: - '-'Y n Y� Owners Name:U � �.�SoR.�5 Address:�3� 3� M Phone:��7a - ' &�y -�13�2 Archite c t/Designer: u� Address: �6�J �g S, �.�2, Co Phone:�3o3 ,2�y�-33 py � Engineer:��y� �:��,�al �-� Address:�� WyN,�� , , E,�,��Z � Phone: dZ3 - ,�7 r Detailed description of work: f{�;��Ff,� , f ;�,,��.,4-�� ,J�y�l�,�;- ��> r i` /.�:�� - �"y k{ !' 1��(..'�� ,V� '6'>' / i�i �i�i.%E� ��C.� L ��l'�• � ��/� r;_ -�' i '�i` - _ � - � -�� /.r�,�' S ;Z ` ' � Work Class: New�'Addition(� Remodel �' Repair( ) Demo( ) Other( ) Work Type: Interior`(�� Exterior(�� Both �-,�j Does an EHU exist at this location: .Yes O No (�- Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial(/�f 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 � � as Lo s ood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Ga 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 T e of Construction: •�_ D Occupancy;Group: Accepted By: � FEB 0 7 20Afi '�� - C��:c_ �� ' �Q�1� Q� �/�I� ._�...T�_=_.._r._�....��,..._,_._._.�._,:a_�.. _? F:\cdev\FORMS\PERMITS\Building\building�ermit 51-23-2005.DOC Page 1 of 14 11/23/2005 ******�****�**********************************************�***************************�****� TOWN OF VAIL, COLORADO **********************************************�***************************�x***�***********t*ment Statement Number: R060000129 Amount: $20,170.1502/16/200610:56 AM Payment Method: Check Init: JS CONSTRUCTION Notation: 52916/HYDER ---------�--------- ----------------------------- Permit No: B06-0019 T e: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING �B� This Payment: Total Fees: $51,204.15 $20, 170.15 Total ALL Pmts: $20, 170.15 a:**************************�**************************************B****************�***00 ACCOUNT ITEM LIST: Account Code Description ____________________ Current Pmts ------------------------------ PF 00100003112300 PLAN CHECK FEES 20,170.15 --------------------------------------- � � � � N011�3dSNN ppy�p�p� ;[;v:^ `� Cc�lorado Ins�ection �l8 a3M�l/13� AGENCY COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS TO: Contractor Architect Enqineer Hyder Construction 4220 Monroe & Newell Eng Doug Thompson Randy Hart EMAIL: dthomson(c�hyderinc.com rhart(r�4240arch.cam FAX#: NUMBER OF PAGES: 10 FROM: Matthew Royer DATE: 03/10/2006 BUILDING PERMIT#: 606-0019 OWNERS NAME: Vail Resorts Co. SITE ADDRESS: Building B SUBDIVISION: Mill Creek OCCUPANCY GROUP: R-1, S-2, B, A-3 TYPE OF CONSTRUCTION: I-A NUMBER OF STORIES: 3 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: . Please submit (2) complete sets of revised construction documents containinq the reauested information or plan revisions with a/l revisions clouded or otherwise identified . Please respond in writinq to each comment bv markinq the attached list or creatinq a response letter. Indicate which plan sheet detail specification or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. . Please be sure to include on the resubmittal the engineer's or architect's "weY' stamp siqnature reqistration number and date on the cover paqe of anv structural calculations all structural details and structural sheets of the qlans. For commercial or multi-familv proiects all sheets of the plans must be stamped. C:\Documents and Settings\mroyer\My Documents\Plan Review\Front Door\tov-606-0019.DOC Page 1 of]0 7 '; BUILDING DEPARTMENT COMMENTS: Common Proiect Comments: (CPC are attached to each permit comment letter) 1. Land Swap with US Forest Service must be complete prior to final approval and issuance of the Building Permit. 2. When plans are resubmitted for review; complete sets of plans for each building which includes the addendum sheets. Separate addendum packets will not be accepted and approved for initial permitting. 3. Preliminary plan review meetings had discussion regarding the submittal of Memorandum of Understandings (MOU). MOU's defined in these meetings would be "used to define or clarify the use of a code section, agreement to the installation of a system not covered specifically by the code or clarify the use or component of a building. None of the agreed upon MOU's were submitted for review. Please provide the following MOU's for review: a) Use of assumed property lines and fire separation distance. b) Fire command room c) Smoke management system d) Opening between parking garage and Lodge Tower parking garage e) Fire separation between the new building and existing buildings fl Use of 508.2 for creating separate buildings as it relates to each building g) The separation between One Vail Place and new Skier Services 4. Preliminary plan review submittal meetings had discussion regarding the submittal of Administrative � Modifications (AM). AM's as defined in these meetings would be based on International Building Code Section 104.10. Where practical difficulties are involved in carrying out the provision of this code, a modification to the code may be granted by the building official after justification that the modification will not lesson health, accessibility, life and fire safety, or structural requirements. The following AM's have been discussed and are being implemented into the plans. Please provide the following or amend plans accordingly to comply with the code. a) Separation between Chalet buildings b) Elimination of elevator smoke doors at residential levels of the Chalet buildings 5. Be sure to amend the Fire & Life Safety Report as necessary when changes are made to the plans that may affect the discussions made by the Report. 6. Provide a precise site plan showing exact locations of assumed property lines. If locations of assumed property lines are close enough to exterior walls to require rating of walls and opening protection, provide details. 7. Fire and Life Safety Report states the use of 1 hour fire walls per IBC Table 705.4. This table does not allow for 1 hour fire walls anywhere. Please clarify. 8. Fire walls are called out in the fire and life safety report to separate buildings. What is the purpose and use of the fire walls and the separations? Is it to separate property owners? It appears that fire separation distances are being used to determine the ratings for the walls identified as fire walls between the different building and spaces. Our interpretation of this section is that once the 3 hour separation is used to make a separate building then everything that is not separated by a fire wall per 705.4 will be considered as one building. 9. Accessibility requirements do not appear to be included within any plan for this project. Please amend plans to include the following: a) Accessible parking spaces and loading zones. b) Accessible route from the parking and loading zones to the buildings. C:\Documents and Settings\mroyer\My Documents\Plan Review\Front Door\tov-b06-0019.DOC Page 2 of 10 r } � c) Accessible routes to each building on the site which are required to be accessible. d) Signage details for parking, striping, routes, restrooms, etc. e) Restroom details for fixtures, grab bars and accessories. 10. Amend plans to include stair signage plan, details and identify the location of the signage. Many of the exit enclosures require the occupants to travel up to get to exit discharge. Clearly identify the direction of travel to the exit discharge.(IBC 1019.1.6) 11. Amend plans to include gates located at the level of exit discharge to eliminate occupants of the building from entering an enclosure and passing by the level of exit discharge. (IBC 1019.1.6) 12. Elevator door which do not open into a lobby need to be provided with a smoke control door in accordance with IBC Section 715.3.5.3 13. Clearly identify the location of safety glazing per IBC Chapter 24 either in the window schedule or on the plan. 14. The size of main elevator cars used for fire/emergency access needs to be determined by the Town of Vail Building and Fire Departments. Standard 24" x 76" required by code will not accommodate the stretchers used by emergency personnel. Please confirm the required size. Architectural Comments: 15. Locate and define intent of 3 hour firewalls and how these comply with section 508, 2003 IBC. 16.Clearly define the separation between existing and new addition. (Fire separation between I-A and III- A construction). 17. Define amount and type of acid shown in pool equipment room in skier services building on sheet P201. 18. Provide a precise site plan showing exact locations of assumed property lines. If locations of assumed property lines are close enough to exterior walls to require rating of walls and opening protection, provide details. The following locations may require protection based on assumed property lines. The south and west wall of building B, north wall of building C, and the east wall of the south Vail Condos. 19. Provide detail for exterior wall types based on type of construction. Building is shown as Type I-A construction which will require 3 hour exterior bearing walls. The details on sheet S002 don't reflect protection of structural members. Please clarify and amend plan accordingly. 20. Clarify classification of spa foyer, offices and accessory rooms called out on sheet G016 as A-3 occupancies. 21. Does corridor B188 need to be an exit passageway or horizontal exit? Stair B501 discharges into this hallway. Provide analysis to verify requirements. This protection must be continuous from vertical exit enclosure to exit discharge. Openings into these spaces are limited to those required for exiting from normally occupied spaces. Components of other trades (plumbing, mechanical and electrical) are also limited to those required for the enclosure. C:\Documents and Settings�mroyer\My Documents\Plan Review\Front Door\tov-606-0019.DOC Page 3 of 10 l } � 22. Does corridor B221 and associated stairs need to be an exit passageway or horizontal exit? Stair B501 discharges into this hallway. Provide analysis to verify requirements. This protection must be continuous from vertical exit enclosure to exit discharge. Openings into these spaces are limited to those required for exiting from normally occupied spaces. Components of other trades (plumbing, mechanical and electrical) are also limited to those required for the enclosure. 23.Clarify detail on sheet A400 &A404 called out as X/XXXX 24. Check all details referencing guard height. Detail 5 on Sheet A 700 shows guard height at 34 inches. Min 42 inches required. (IBC 1012) 25. Show compliance with ANSI A117.1-1998 for restrooms B193, B196, B128 and B142 on sheet A301 and B205 and B206 Sheet A304. The lavatory can not be within the clear floor space for the water closet. 26.Amend plans to show clear floor space for a parallel approach to the showers shown on sheet A301 rooms B191 and B192. Alcove requirements needs to be 60" (ANSI 305.7) 27.Show compliance with ANSI section 1003 for type B units at Suite 310 and 320 as required by section 1107.6.1 2003 IBC. 28. Clarify note on sheet A 600 between detail 10 and 11. Note states that openings can be unprotected. Table 715.3 2003 IBC requires these openings to have a 3/ hour rating. 29.What is the size of the day tank for the back-up generator, quantity and classification of liquid and means for filling tank? This is shown on Building A plans & Building B plans. Currently a diesel generator is shown on the plans. H occupancy? 30.Type of construction for building requires roof to be 1 '/ hour construction. Detail G sheet A 602 calls out 1 hour roof assembly. Revise plans to reflect required rating for roof and soffits.(IBC Table 601) 31. Ramp between corridor B106 and stair B108 must have a handrail on both sides.(IBC 1010.8) 32. Exit discharge from door B104 has a change in elevation of 12 inches with two risers. Provide handrail on both sides. Handrail shall have extensions. (IBC 1009) 33. Provide exit analysis for corridor B107. Exit path and ratings will be reviewed with the exit analysis. 34. Identify exit path from corridor on Level 2 on sheet A102 that enters into stair BS02. Identify rating of this exit path and stair enclosure. 35. Duct penetrations through the existing walls are not all protected with dampers. Some are protected and some are not. Please clarify. 36. Provide accumulative exit load at Door B108C. Verify door swing and exit width. 37. Please include Level 1 in the exit analysis. This sheet does not appear to be included. 38.Amend plan to comply with approach clearance to the door into the Steam Room B147. C:\Documents and Settings\mroyer\My Documents\Plan Review\Front Door\tov-606-0019.DOC Page 4 of 10 Y � 39.Wall types shown separating units on sheet A304 terminates a 2 hour wall at a wall with no construction type designated. Revise walls to form a complete separation. 40. Provide approach clearances (18") on the pull side of doors: B180, B177B, B177A, B122 and B135. (ANSI 404) 41. Provide drinking fountains on spa level sheet A101. 42. Fireplaces that are capable of burning wood must be enclosed within 1 hour shaft. (TOVBR) 43. Doors B122 and B135 need to have 18" on the pull side of the door Mechanical Comments• 44. Provide make-up air to chiller room M103 45. Clearly show the fireplace venting for community room B150. Show the location of vent piping and location of the termination. 46. Provide specification/venting for fireplace which is next to hot tub in couple treatment room B171. Clearly show the location of vent piping and the location of vent termination. 47. Provide protection of duct openings located at B106 corridor and B109 corridor. Dampers are shown on one side of the corridor, but not the other. Electrical comments: 48. Identify detail note 4 on sheet DE101. 49. DE101 — (FACP, MDCA, 5th floor lodge disconnect) — Provide change over plan that will not affect existing building function of the Lodge. 50. Feeder 26 to Pool Panel (E002) is rated 230A— load is 255 and OCPD is 300A...change to feeder 24 for this so conductors are rated for load and next higher OCPD rating is acceptable. 215.2(A)(1) 51. SG-1, SG-2 to be protected at MFR recommendations-provide MFR instructions (sheets E001/002- Steam Generator) 52. Wiring in guestrooms to be other than NM — construction type per building code prohibits this wiring method. 334.10 and code analysis 53. Spa EPO's (E101) not to be less than 5' from spa (680.41) Enerqy Code Review Comments• Envelope Com Check 54. The roof area of the conditioned spaces that are covered by landscape infill material do not appear to be included in the com-check. Clarify. 55. Identify plan sheets showing insulation at the slab on grade which would be required to allow a continuous R-value. C:\Documents and Settings\mroyer\My Documents\Plan Review\Front Door\tov-606-0019.DOC Page 5 of 10 � : 56. Architectural plan sheets show a concrete tile roofing material rather than the metal roof with thermal breaks as referenced on the com-check. Detail roof type insulation and any required thermal breaks. Mechanical Com Check 57. Provide HVAC load calcs per 1997 ASHRAE.S 58. Indicate on plan sheets the approved methods of sealing the duct joints. 59. Provide calculations showing compliance for outside air required by Chapter 403 of the 2003 IMC. Structural Comments• Note: structural comments are numbered"S1,S2,..."and are also given a designation with regards to the topic, as follows: DC =design criteria; F=foundations; D =drawings; C =structural calculations; LS= lateral system. General Structural Comment: Due to the inherent connectivity between the various structures in this project,there may be comments from this Volume's details in other Volume's comments, and vice versa. Note also that this review and eventual approval does not permit the violations of any section of the building code, or any other ordinance or State law. S1. C/DC Calcs p. RB2: Snow drifting /sliding loads do not appear to have been considered for the balconies, please verify these loads are accounted for. S2. F 1/S001 Rebar in elevator pit footing is not identified in the detail or on plan. S3. F 1/S001 Long way footing rebar in the exterior footing is not identified. Is detail 4/S001 intended to be a typical detail for all strip footings? If so please reference 4/S001 as such in other details and on plan. S4. F 2/S001 Gravel fill below SOG is not specified, verify drainage requirements per soils report are coordinated with the other structures. Elevator sump in the pits seems required. S5. F 2/S001 Length and width dimensions are not on plans or the section, please provide. S6. F 10/S001 Show detail of how cast in place concrete stairs are supported at the concrete walls (ref. also S101). Consider nosing & tread "L" bars for durability and freeze thaw conditions. S7. D 1&2/S002 Sections identify 2" metal deck" while plans say 1'/2" deck—coordinate the drawings. Verify if deck is composite deck or non-composite deck. Verify also bottom flutes are wide enough to receive composite studs as required. Suggest galvanized & vented deck on any slabs exposed to weather. C:\Documents and Settings\mroyer\My Documents\Plan Review\Front Door\tov-b06-0019.DOC Page 6 of 10 . �. S8A. LSThere do not appear to be any lateral analysis calculations in the submitted calcs package. Please submit lateral calculations for review. See comment S8 as well. S8. LSS100 /calcs/drawings IBC 3403.2 states basically that any additions /alterations to existing structures shall not increase forces in any existing structural element by more than 5% without demonstrating current code compliance for such structural elements. By inspection, this addition appears to be more than a 5% addition to the existing Lodge in terms of mass and exposed area for wind forces. Further, gravity loads have been increased in some areas due to new steel framing supported on existing walls. Please demonstrate by structural calculation that this %5 rule is not exceeded, or provide calculations for the following: a) Details 24/S002, 22/S002, 6/S003, 10/S003, 13/S002: verify capacity of existing CMU and /or precast bearing walls. Verify allowable soil bearing pressure is not exceeded. b) Details 4&5/S002: verify lateral out of plane capacity of existing walls has not been completely removed during demolition, that structure on opposite side braces bearing walls out of plane and lateral diaphragm to wall connections have not been compromised c) It appears that lateral wind and seismic calculations are required for the completed entire Lodge building (existing plus new construction), as well as the local re-entrant corners in the addition itself, due to the IBC 5% rule noted above. This could be done demonstrating that as much or more lateral strength and stiffness is added to the structure with the addition than previously existed, however structural calculations are required to verify this. Check diaphragm /drag forces through connections to the existing structure, verify soil pressure at ends of lateral shear walls, verify lateral drifts, and other typical lateral calculations. S9. D S101 Structural slab shown as "RE: Building A, S104..." shows many large steps in the finished elevation in Building B drawings, ref. line 12.0 near Q.6. No such steps are shown in the Building A package, Sheet S104. Verify if these steps are accomplished by over framing of some kind, and how the finished raised floor elevation is supported. Provide details of this over framing if our interpretation is correct. S10. D S101 Verify point loads from any large tubs or masonry is considered in building A slab design. S11. D 7,8,9,10/S002 Seems open end CMU is required at the base instead of lintel blocks shown; also, no accessories are shown for supporting slab rebar: CRSI says accessories will not be furnished unless specifically required by contract documents. Verify additional #4 @ 12" o.c. are positioned in the middle of slab on deck—seems they should be in the low flutes? S12. D 1/S001 General comment for project: verify horizontal reinforcing in CMU bearing walls is only the wire ladder reinforcing per general notes. No horizontal bars appear to be called out in CMU walls. Also, verify that these are typically partially grouted CMU walls above grade, per General Notes below grade CMU is fully grouted. Suggest clarify if CMU in the parking structure is fully grouted (this is below grade but still an interior condition...please clarify) C:\Documents and Settings\mroyer\My Documents\Plan Review\Front Door\tov-606-0019.DOC Page 7 of 10 � r ♦ ' � S13. D 12/S002 the section indicates a steel beam supported by a connection below an 18" concrete slab (per Building A drawings)- verify reaction used for this connection design includes column transfer loads from columns above (ie calcs p. FB 101, beams FB32, FB30 are not included in the calculations, we can not verify that transfer loads have been included.) Also, verify connection of embeds conforms to IBC Table 1912.2. Provide calculations. S14. D 9/S002 Design deck support connection at Bldg. A slab edge —should detail 6/S002 be referenced for use in 9/S002? Note also rebar between slab on metal deck and concrete slab at Bldg. A is not likely to be placed in this way due to formwork obstruction. Suggest reconsider this detail. S15. C S102: calcs p FB26, floor beam FB15: calc shows W12x14, beam per plan in calculations (FB101) is W14x35; beam per drawings is W14x26 — please verify beam size per plan is correct. S16. D S102: beam W12x14 near grids 13.8/S.2 at south side of"open" area is not framed as such in calculations, FB101. Seems a detail is required at east end of this beam @ existing structure. S17. D 13/S002 Suggest 1" grout for full bearing under this base plate S18. D 14/S002 & 23/S002 Verify these sections are cut on plan —we can't locate them. S19. D 9/S003 We feel the steel fabricator can not design this steel to CMU connection: first, there are no loads provided; second, this is not a standard steel to steel connection where tables apply. Third, snow plus snow drift plus sliding snow must be used for loads, as applicable. At the very least, the EOR needs to design the embed at top of CMU, and also consider the moment cranked into the top of CMU wall by the eave beam. Provide calculations. S20. D 10/S003 We can not locate calculations for this header connection. Verify grout in the cells adjacent to the new header is not required for the capacity: it is unclear how these cells will be grouted prior to demolition without further direction on the detail. Further, sequencing notes are required regarding temporary shoring (if these are bearing walls above, loads are required to design the temporary shoring) Please address these issues. S21. D S003, trusses 1,2,and 3: There does not seem to be enough information on the drawings to detail or fabricate these trusses; does not seem that calculations have been provided. Verify trusses are laterally supported by the roof framing /roof deck. S22. D S101 Clarify three elevations shown at two ramps near V.7/12.9- the info appears to conflict. S23. D S102 Callout on v.7/13.9 for detail 11/S001: this detail does not exist. C:\Documents and Settings\mroyerUvty Documents\Plan Review\Front Door\[ov-b06-0019.DOC Page 8 of 10 _� � • . S24. D S102 Seems a section is required at the beam /CMU wall connection @ U.5/15.6: this is a fairly complicated cantilevered area. S25. D S101, S102, S103 Verify fire rating requirements for slabs on deck (deck and concrete alone appear to be unrated). S26. D S102: detail 15/S002 cut on line 15.6 does not exist; detail cut through south wall of building is not labeled, please fix these call outs. S27. D S103 Several references this sheet refer to 1" 18 ga. composite deck. We are not aware of such a deck that is commonly used (ie Vulcraft)—do you mean form deck (noncomposite)? Please clarify. S28. D S103, note 8: #2 ties need a diagram or a defined bend shape. Verify#2 bars are commonly used in this instance, or specify %4" diameter wire. S29. D S103 provide CMU column calculations; verify requirements of MSJC for columns are satisfied. Are these column intended to act as lateral piers? If so, provide combined lateral /gravity calculations for worst-case column /pier. S30. LSS104 Verify roof deck welding attachment specified on S001 for lateral loads. Verify attachment to existing building is sufficient for lateral load transfers expected from the new to existing building. Sections 6&11/S003 do not appear to attach the roof diaphragm to the existing floor diaphragm at all — seems a lateral connection or diaphragm chord is required. Provide calcs. S31. D S104/A200, A201: it appears that the existing building is much taller than this addition, however it does not appear snow drift or sliding snow has been considered in these designs. Further, please verify unbalanced snow loads have been considered for the new roof over the addition. (ASCE 7-02 7.6, 7.7, 7.9) S32. D S701 Please identify several of the framing members that are not sized. S33. D S701 Seems details are required at various "existing" and "precast" landings to show how stairs, landings, and walls interconnect. S34. D S701 Stair BS05: verify steel channels and precast landing is supported on the east side by a 6" light gauge stud wall. Provide details. C:\Documents and SettingsUnroyer\My Documents\Plan Review\Front Door\tov-b06-0019.DOC Page 9 of 10 I . Y � • S35. D D101-D102 Verify that existing structural elements will be shored for the full design loading at occupied space & roof above during demolition and construction, as directed by the EOR or other registered P.E. in Colorado. Gravity and lateral loads should be considered. Please refer to the cover sheet for information and instructions for resubmitting plans. The recheck of plans usually occurs within 3-5 working days of plan resubmittal. In order to avoid delays please check all requested information is included with the resubmitted plans. Contact Person: Matthew Royer Building Official/Project Manager Colorado Inspection Agency 970-328-1790 matt.rovertc�coinspect.com Plans Examiners and Enqineers: Barry Kramer-Building Official Todd Dunkin-Electrical Plans Examiner Dennis Lohmeier- Plumbing Plans Examiner Duskin Lowe-Plans Examiner James P. Horne, P.E., S.E.—Structural Review Project Manager C:\Documents and Settings\mroyer\My Documents\Plan Review\Front Door\tov-b06-0019.DOC Page 10 of 10 � , �, '. , `� -,� �� r � �� o Ins ecfiion�� AGENCY COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS TO: Contractor Architect Enqineer Hyder Construction 4240 Monroe & Newell Eng Doug Thompson Randy Hart EMAIL: dthompson@hyderinc.com rhart@4240arch.com FAX #: NUMBER OF PAGES: 10 FROM: Matthew Royer DATE: 03/10/2006 BUILDING PERMIT#: 806-0019 OWNERS NAME: Vail Resorts Co. SITE ADDRESS: Building B SUBDIVISION: Mill Creek OCCUPANCY GROUP: R-1, S-2, B, A-3 TYPE OF CONSTRUCTION: I-A NUMBER OF STORIES: 3 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: . Please submit (2) complete sets of revised construction documents containinq the requested information or plan revisions with all revisions clouded or otherwise identified. . Please respond in writinq to each comment bv markinq the attached list or creatinq a response letter. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. . Please be sure to include on the resubmittal the enqineer's or architect's "wet" stamp, siqnature, reaistration number and date on the cover paqe of anv structural calculations, all structural details and structural sheets of the plans. For commercial or multi-familv proiects all sheets of the plans must be stamped. C:\DOCUME—I\dhopp\LOCALS-1\Temp\B-Response to ToV-b06-0019.DOC Page l of I • ' ' s BUILDING DEPARTMENT COMMENTS: Common Proiect Comments: (CPC are attached to each permit comment letter) 1. Land Swap with US Forest Service must be complete prior to final approval and issuance of the Building Permit. The agreement was signed on January 18�h, 2006 and is now in a 45 day review period. 2. When plans are resubmitted for review; complete sets of plans for each building which includes the addendum sheets. Separate addendum packets will not be accepted and approved for initial permitting. Plans have been modified and are to be resubmitted for the Town of Vail Building and Fire Department review, approval and issuance of a permit. 3. Preliminary plan review meetings had discussion regarding the submittal of Memorandum of Understandings (MOU). MOU's defined in these meetings would be "used to define or clarify the use of a code section, agreement to the installation of a system not covered specifically by the code or clarify the use or component of a building. None of the agreed upon MOU's were submitted for review. Please provide the following MOU's for review: a) Use of assumed property lines and fire separation distance. b) Fire command room c) Smoke management systems d) Opening between parking garage and Lodge Tower parking garage e) Fire separation between the new building and existing buildings f) Use of 508.2 for creating separate buildings as it relates to each building g) The separation between One Vail Place and new Skier Services A Memorandum of Understanding dated April 3, 2006 addressing these issues has been completed and will be submitted to the Building, Fire Department and Colorado Code Inspection for review and approval. 4. Preliminary plan review submittal meetings had discussion regarding the submittal of Administrative Modifications (AM). AM's as defined in these meetings would be based on International Building Code Section 104.10. Where practical difficulties are involved in carrying out the provision of this code, a modification to the code may be granted by the building official after justification that the modification will not lesson health, accessibility, life and fire safety, or structural requirements. The following AM's have been discussed and are being implemented into the plans. Please provide the following or amend plans accordingly to comply with the code. a) Separation between Chalet buildings b) Elimination of elevator smoke doors at residential levels of the Chalet buildings A Request for Administrative Modification dated April 3, 2006 addressing these issues has been completed and will be submitted to the Building, Fire Department and Colorado Code Inspection for review and approval. 5. Be sure to amend the Fire & Life Safety Report as necessary when changes are made to the plans that may affect the discussions made by the Report. An updated Life Safety Report for The Vail Front Door Buildings A, B, C and D dated April 3, 2006 has been completed and coordinated with the G — Series Code Drawings. This report and attachments will be submitted to the Building, Fire Department and Colorado Code Inspection for review and approval. 6. Provide a precise site plan showing exact locations of assumed property lines. If locations of assumed property lines are close enough to exterior walls to require rating of walls and opening protection, provide details. 4240 has updated the G — Series Code Drawings indicating the locations of property lines and assumed property lines. C:\DOCUME—I\dhopp\LOCALS—I\Temp\B-Response to ToV-b06-0019.DOC Page 2 of 2 . , . . 7. Fire and Life Safety Report states the use of 1-hour fire walls per IBC Table 705.4. This table does not allow for 1 hour fire walls anywhere. Please clarify. The Life Safety Report has been modified to reflect the approach taken for the building separations. As indicated in the report numerous meetings were held with the building and fire department identifying buildings, construction types and openings. The buildings and proximity to the property lines will not meet the prescriptive requirements of the building code. The design team has identified on the G —Series Code Drawings that the project will use a variety of 3-hour horizontal and vertical fire resistive separations as well as 2-hour and 1-hour occupancy separation walls. This approach of compartmentation with the use of automatic sprinkler protection and detection though-out will not compromise the life safety of the occupants. 8. Fire walls are called out in the fire and life safety report to separate buildings. What is the purpose and use of the fire walls and the separations? Is it to separate property owners? It appears that fire separation distances are being used to determine the ratings for the walls identified as fire walls between the different building and spaces. Our interpretation of this section is that once the 3 hour separation is used to make a separate building then everything that is not separated by a fire wall per 705.4 will be considered as one building. The Life Safety Report has been modified to reflect the approach taken for the building separations. As indicated in the report numerous meetings were held with the building and fire department identifying buildings, construction types and openings. The buildings and proximity to the property lines will not meet the prescriptive requirements of the building code. The design team has identified on the G — Series Code Drawings that the project will use a variety of 3-hour horizontal and vertical fire resistive separations as well as 2-hour and 1-hour occupancy separation walls. This approach of compartmentation with the use of automatic sprinkler protection and detection though-out will not compromise the life safety of the occupants. 9. Accessibility requirements do not appear to be included within any plan for this project. Please amend plans to include the following: a) Accessible parking spaces and loading zones. b) Accessible route from the parking and loading zones to the buildings. c) Accessible routes to each building on the site which are required to be accessible. d) Signage details for parking, striping, routes, restrooms, etc. e) Restroom details for fixtures, grab bars and accessories. The drawings have been modified to show accessible parking spaces and loading zones, accessible routes and confirmed that restroom details for fixtures, grab bars and accessories has been provided. All signs related to accessibility are listed in a separate contract with the client and will be a deferred - submittal to the building for review and approval. 10. Amend plans to include stair signage plan, details and identify the location of the signage. Many of the exit enclosures require the occupants to travel up to get to exit discharge. Clearly identify the direction of travel to the exit discharge.(IBC 1019.1.6) The design team will modify the drawings to reflect required stair signage and directional signage. It would be the intent of the design team to identify with the fire department additional egress signage or directional signage to ensure occupants will be directed to a an egress stair/passage way and to a public way. 11. Amend plans to include gates located at the level of exit discharge to eliminate occupants of the building from entering an enclosure and passing by the level of exit discharge. (IBC 1019.1.6) Gates have been added to the plans to meet this requirement and direct occupants to the exterior or from continuing below or above a level of exit discharge. C:\DOCUME—I\dhopp\LOCALS—I\Temp\B-Response to ToV-b06-0019.DOC Page 3 of 3 � , , , � 12. Elevator door which do not open into a lobby need to be provided with a smoke control door in accordance with IBC Section 715.3.5.3 None of the elevators penetrate more than 3 stories. Thus, smoke control and venting is not required. 13. Clearly identify the location of safety glazing per IBC Chapter 24 either in the window schedule or on the plan. Bldg. B: Per A610 for window types with tempered glazing and reference building elevations for location of such window types. Bldg. C: Per A610 & A611, tempered glazing is indicated aUin the following locations: -within 24" of door edges that are less than 60" AFF. -within units that have panes greater than 9 s.f. - and in units that are within 18" of the floor. See the updated window schedule that shows additional tempered glazing for units with panes greater than 9 s.f. Bldg D: Per A610, tempered glazing is indicated aUin the following locations: -within 24" of door edges that are less than 60" AFF. -within units that have panes greater than 9 s.f. - and in units that are within 18" of the floor. See the updated window schedule that shows additional tempered glazing for units with panes greater than 9 s.f. Bldg. E: Per A610 for window types with tempered glazing and reference building elevations for location of such window types. 14. The size of main elevator cars used for fire/emergency access needs to be determined by the Town of Vail Building and Fire Departments. Standard 24" x 76" required by code will not accommodate the stretchers used by emergency personnel. Please confirm the required size. The elevator cabs are currently designed to comply with the standard stretcher requirement as adopted by the code. In the case of the Chalets the elevator serves 4 levels or 3 stories. Based on that interpretation the stretcher accessible would not be required. The design team is providing a stretcher accessible elevator to each unit beyond what would be required by code. The current elevators will be 24x74 inches. Architectural Comments: 15.Locate and define intent of 3 hour firewalls and how these comply with section 508, 2003 IBC. The design team has used a series of fire resistive walls and floor assemblies to separate the buildings based on construction type of the buildings and the required occupancy separation of the different occupancies and uses. From the initial meetings with the Town of Vail Building, Fire Department and Colorado Inspection Agency it was identified that the buildings wilt communicate below grade via the parking garage and that there would be mixing of construction type and fire resistive separation requirements between buildings. Attached are code sheets identifying the proposed and required fire resistive separations. These separations include both vertical and horizontal fire resistive separations that are intended to compartment the buildings both vertically and horizontally. Additionally, there are occupancy separation fire resistive walls that separate occupancies. See the G-Series Code Sheets for details related to assumed property lines and fire resistive separations. USE OF 508.2 FOR CREATING SEPARATE BUILDINGS The design team has utilized Section 508.2 of the International Building Code in conjunction with the administrative modification process. BCER has submitted a request for an administrative modification defining the separation of the S-2 Parking Garage below the Residential Chalet portion of the building. See Administrative Modification Request dated April 3, 2006. From the initial meetings with the Town of Vail Building, Fire Department and Colorado Inspection Agency it was identified that the buildings will C:\DOCUME—I\dhopp\LOCALS—I\Temp\B-Response to ToV-b06-0019.DOC Pa�e 4 of 4 I � , � . communicate below grade via the parking garage and that there would be mixing of construction type and fire resistive separation requirements between buildings. Attached are code sheets identifying the proposed and required fire resistive separations. These separations include both vertical and horizontal fire resistive separations that are intended to compartment the buildings both vertically and horizontally. Additionally, there are occupancy separation fire resistive walls that separate occupancies. See the G-Series Code Sheets for details related to assumed property lines and fire resistive separations. 16.Clearly define the separation between existing and new addition. (Fire separation between I-A and III- A construction). The design team has used a series of fire resistive walls and floor assemblies to separate the buildings based on construction rype of the buildings and the required occupancy separation of the different occupancies and uses. From the initial meetings with the Town of Vail Building, Fire Department and Colorado Inspection Agency it was identified that the buildings will communicate below grade via the parking garage and that there would be mixing of construction type and fire resistive separation requirements between buildings. Attached are code sheets identifying the proposed and required fire resistive separations. These separations include both vertical and horizontal fire resistive separations that are intended to compartment the buildings both vertically and horizontally. Additionally, there are occupancy separation fire resistive walls that separate occupancies. See the G-Series Code Sheets for details related to assumed property lines and fire resistive separations. USE OF 508.2 FOR CREATING SEPARATE BUILDINGS The design team has utilized Section 508.2 of the International Building Code in conjunction with the administrative modification process. BCER has submitted a request for an administrative modification defining the separation of the S-2 Parking Garage below the Residential Chalet portion of the building. See Administrative Modification Request dated April 3, 2006. From the initial meetings with the Town of Vail Building, Fire Department and Colorado Inspection Agency it was identified that the buildings will communicate below grade via the parking garage and that there would be mixing of construction type and fire resistive separation requirements between buildings. Attached are code sheets identifying the proposed and required fire resistive separations. These separations include both vertical and horizontal fire resistive separations that are intended to compartment the buildings both vertically and horizontally. Additionally, there are occupancy separation fire resistive walls that separate occupancies. See the G-Series Code Sheets for details related to assumed property lines and fire resistive separations. 17.Define amount and type of acid shown in pool equipment room in skier services building on sheet P201. The amount and type of acid shown in pool equipment room on sheet W2.0 (P201 not an STO document) is 55 gallons or Muriatic Acid diluted with water at a 4:1 ratio (4 parts water: 1 part Muriatic Acid). 18. Provide a precise site plan showing exact locations of assumed property lines. If locations of assumed property lines are close enough to exterior walls to require rating of walls and opening protection, provide details. The following locations may require protection based on assumed property lines. The south and west wall of building B, north wall of building C, and the east wall of the south Vail Condos. See sheets G016 thru G019 for revised plan information. 19. Provide detail for exterior wall types based on type of construction. Building is shown as Type I-A construction which will require 3 hour exterior bearing walls. The details on sheet S002 don't reflect protection of structural members. Please clarify and amend plan accordingly. Plan has been revised accordingly. See 24/S002 for additional information. C:\DOCUME-I\dhopp�L.00ALS-1\Temp\B-Response to ToV-b06-0019.DOC Page 5 of'S ► � . , , � 20.Clarify classification of spa foyer, offices and accessory rooms called out on sheet G016 as A-3 occupancies. Classification has been revised to `Spa/Health Club' on sheet G016. In the 2003 IBC Commentary a Health Club is listed a an A-3 Occupancy. The SPA most closely resembles a Health Club and design team has designated this area as a A-3 Occupancy. 21.Does corridor B188 need to be an exit passageway or horizontal exit? Stair B501 discharges into this hallway. Provide analysis to verify requirements. This protection must be continuous from vertical exit enclosure to exit discharge. Openings into these spaces are limited to those required for exiting from normally occupied spaces. Components of other trades (plumbing, mechanical and electrical) are also limited to those required for the enclosure. This corridor is not a horizontal exit. This is an existing exit passageway. 4240 will add a vestibule to separate the electrical room and reasonably comply with this requirement. 22.Does corridor B221 and associated stairs need to be an exit passageway or horizontal exit? Stair B501 discharges into this hallway. Provide analysis to verify requirements. This protection must be continuous from vertical exit enclosure to exit discharge. Openings into these spaces are limited to those required for exiting from normally occupied spaces. Components of other trades (plumbing, mechanical and electrical) are also limited to those required for the enclosure. It is the intent to extend the 2 hour walls to the exterior and there are no non-occupied rooms exiting into this exit passageway. 23.Clarify detail on sheet A400 & A404 called out as X/XXXX Details refer to 2/A508 on drawing A400 and 1/A508 on drawing A404. 24.Check all details referencing guard height. Detail 5 on Sheet A 700 shows guard height at 34 inches. Min 42 inches required. (IBC 1012) Section 5/A700 shows guard height at 42" as is related 3/A700. 25.Show compliance with ANSI A117.1-1998 for restrooms B193, B196, B128 and B142 on sheet A301 and 6205 and B206 Sheet A304. The lavatory can not be within the clear floor space for the water closet. Restrooms B193, B196, B128 and B142 on sheet A301 and B205 and B206 on sheet A304 are compliant with ANSI A117.1-1998. 26.Amend plans to show clear floor space for a parallel approach to the showers shown on sheet A301 rooms B191 and B192. Alcove requirements needs to be 60" (ANSI 305.7) HC showers B191 and B197 on sheet A301 are compliant with ANSI 305.7. 27.Show compliance with ANSI section 1003 for type B units at Suite 310 and 320 as required by section 1107.6.1 2003 I BC. Bathrooms B313 & B323 are compliant (see sheet A305). And doors B301, B311A, B314, B323 are compliant (see sheets A102 & A305). These rooms when added will become part of the Lodge at Vail. Currently the Lodge at Vail is an existing condition and is assumed to comply with accessible rooms. With the addition of the 5 new residential suites two have been modified to be Type B units. 28.Clarify note on sheet A 600 between detail 10 and 11. Note states that openings can be unprotected. Table 715.3 2003 IBC requires these openings to have a 3/a hour rating. Note on sheet A600 between wall types 10 and 11 complies with Table 715.3 2003 IBC by stating `with 3/a" hour rating openings'. C:\DOCUME-I\dhopp\LOCALS-I\Temp\B-Response to ToV-b06-0019.UOC Page 6 of 6 � , � . 29.What is the size of the day tank for the back-up generator, quantity and classification of liquid and means for filling tank? This is shown on Building A plans & Building B plans. Currently a diesel generator is shown on the plans. H occupancy? Diesel fuel to run generator shall be below exempt amounts permitted by building and fire codes. Therefore, the emergency generator room would not be considered `H' occupancy. 30.Type of construction for building requires roof to be 1 '/z hour construction. Detail G sheet A 602 calls out 1 hour roof assembly. Revise plans to reflect required rating for roof�and soffits.(IBC Table 601) Detail G on sheet A602 for roof construction complies with IBC Table 601, and shows `1 '/2 hr roof'. 31. Ramp between corridor B106 and stair B108 must have a handrail on both sides.(IBC 1010.8) Ramp on Corridor 6106 has handrails on both sides per IBC 1010.8 shown on sheets A302 and A303. 32. Exit discharge from door 6104 has a change in elevation of 12 inches with two risers. Provide handrail on both sides. Handrail shall have extensions. (IBC 1009) Exterior stair has handrails with extensions on both sides per IBC 1009, shown on sheet A302. 33. Provide exit analysis for corridor 6107. Exit path and ratings will be reviewed with the exit analysis. This corridor is not a rated corridor but a non-rated hallway serving the Reception Area between the new and existing portions of the Lodge at Vail. 34. Identify exit path from corridor on Level 2 on sheet A102 that enters into stair BS02. Identify rating of this exit path and stair enclosure. The exit path has been clarified on Sheet A102 and the rating of the corridor is consistent with the stair enclosure rating. 35.Duct penetrations through the existing walls are not all protected with dampers. Some are protected and some are not. Please clarify. ABS revised their drawings. See sheets M101 and M102. 36. Provide accumulative exit load at Door B108C. Verify door swing and exit width. The cumulative exit loading at Door B108C has been reviewed and door swing and exit width are adequate. The door swing of door B108c from the exit stair will be changed to discharge occupants from the stair towards the stair on the west end. The cumulative exit loading into the stair is 160. Occupants would be coming from the existing International wing conference rooms. Note that the 2 hour fire wall that they pass through is an existing horizontal exit and the that occupants are then occupants can either go through Door 6108C or continue down the hallway to the main entrance. See attached sketch. 37. Please include Level 1 in the exit analysis. This sheet does not appear to be included. See sheets G030 thru G034 for exiting information. 38.Amend plan to comply with approach clearance to the door into the Steam Room B147. Door to Steam Room B147 complies with the approach clearance (18") per ANSI 404 on sheet A302. 39.Wall types shown separating units on sheet A304 terminates a 2 hour wall at a wall with no construction type designated. Revise walls to form a complete separation. Only a one-hour fire resistive wall is required. A two-hour wall is shown for sound control. 40. Provide approach clearances (18") on the pull side of doors: B180, B177B, B177A, B122 and B135. (ANSI 404) C:\DOCUME—I\dhopp\LOCALS—I\Temp\B-Response to ToV-b06-0019.UOC Page 7 of 7 , • � 1 � Doors B180, 61776, B177A, 6122 and B135 show approach clearances (18") on the pull side per ANSI 404 on sheets 1/A101 and 1/A301. 41. Provide drinking fountains on spa level sheet A101. Restrooms on Spa level 1 are private (for members only); the Spa Owner will provide water per his/her operation. On Spa second floor close to restrooms 6206 and B206 one ADA compliant Electrical Water Cooler is provided as shown on sheet A304. 42. Fireplaces that are capable of burning wood must be enclosed within 1 hour shaft. (TOVBR) Spa and Guest Rooms fireplaces are provided with gas burning artificial logs; they have a direct vent system shown on sheet 1/A902 and 1/A201. See also VFD Commercial Manual - Section 10305 `Manufactured Fireplaces and flues' and Slifer Interior design Manual Sheet A-1. 43.Doors B122 and B135 need to have 18" on the pull side of the door See response to comment #40. Mechanical Comments: 44. Provide make-up air to chiller room M103 Make-up air has been added. Refer to sheet M101 of the Building A set. 45.Clearly show the fireplace venting for community room B150. Show the location of vent piping and location of the termination. Direct vent systems shown on 1/A902 and 1/A201. See also VFD Commercial Specification Section 10305 — Manufactured Fireplaces and Flues. 46. Provide specification/venting for fireplace which is next to hot tub in couple treatment room B171. Clearly show the location of vent piping and the location of vent termination. See response to comment #45. 47. Provide protection of duct openings located at B106 corridor and 6109 corridor. Dampers are shown on one side of the corridor, but not the other. Fire/smoke dampers have been shown in the 2-hour wall penetration. See sheet M101. Electrical comments: 48. Identify detail note 4 on sheet DE101. Detail note 4 has been eliminated from sheet DE101. 49. DE101 — (FACP, MDCA, 5�h floor lodge disconnect) — Provide change over plan that will not affect existing building function of the Lodge. The change over for MDCA and the fifth floor meter center is being completed under a separate permit. 50. Feeder 26 to Pool Panel (E002) is rated 230A— load is 255 and OCPD is 300A...change to feeder 24 for this so conductors are rated for load and next higher OCPD rating is acceptable. 215.2(A)(1) The load for the pool panel has been reduced to 179 amps per pool consultant documents. The load summary on sheet E002 has been revised, and the OCPD serving the pool panel has been reduced to 225A/3P. 51. SG-1, SG-2 to be protected at MFR recommendations-provide MFR instructions (sheets E001/002- Steam Generator) See modified Note #1 on Equipment Schedule, E001. C:\DOCUME—l\dhopp\LOCALS-1\Temp\B-Response[o ToV-606-0019.DOC Page 8 of 8 . � . ' 52. Wiring in guestrooms to be other than NM — construction type per building code prohibits this wiring method. 334.10 and code analysis Specification Section 16110.3.01 has been modified to eliminate the use of NM cable. 53. Spa EPO's (E101) not to be less than 5' from spa (680.41) See modified plan E101. EPO switches have been relocated and note has been added. Enerqv Code Review Comments: Envelope Com Check 54. The roof area of the conditioned spaces that are covered by landscape infill material do not appear to be included in the com-check. Clarify. See attached Envelope Compliance Certificate. 55. Identify plan sheets showing insulation at the slab on grade which would be required to allow a continuous R-value. Insulation has been deleted from calculation. See attached Envelope Compliance Certificate. 56. Architectural plan sheets show a concrete tile roofing material rather than the metal roof with thermal breaks as referenced on the com-check. Detail roof type insulation and any required thermal breaks. Reference to metal roof has been changed. See attached Envelope Compliance Certificate. Mechanical Com Check 57. Provide HVAC load calcs per 1997 ASHRAE.S See attached Load Calcs for your reference. 58. Indicate on plan sheets the approved methods of sealing the duct joints. Duct joint sealing is covered in specification section 15880 2.01 C. & 15880 3.01 G & H. 59. Provide calculations showing compliance for outside air required by Chapter 403 of the 2003 IMC. See outside air calculation matrix on sheet M101. Structural Comments: See attached Structural Comments from Monroe & Newell Engineers. Contact Person: Matthew Royer Building Official/Project Manager Colorado Inspection Agency 970-328-1790 matt.royer@ coinspect.com Plans Examiners and Enqineers: Barry Kramer- Building Official Todd Dunkin- Electrical Plans Examiner Dennis Lohmeier- Plumbing Plans Examiner Duskin Lowe- Plans Examiner James P. Horne, P.E., S.E.—Structural Review Project Manager C:\DOCUME-l\dhopp�L.00ALS-1\Temp\B-Response to ToV-606-0019.DOC Page 9 of 9 !• 1 � \ �.r�, a`t `� � �� ; m � ,� '^ 'B . ,�a `:,,� .�. >^ at.:. �� < ��, u .oi\o, "'..° \�.:` �� . ��.� , V � � - .�. . .��A.,' .'\ �°o K - C � p � -��-_ � o � � � 1' , t . 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TO: Contractor Architect Enqineer _ Hyder Construction 4220 Monroe & Newell Eng Doug Thompson Randy Hart EMAIL: dthomsonC�hvderinc.com rhart _424Qarch.com FAX#: NUMBER OF PAGES: 8 FROM: Matthew Royer DATE: 05/05/2006 BUILDING PERMIT#: B06-0019 OWNERS NAME: Vail Resorts Co. SITE ADDRESS: Building B SUBDIVISION: Mill Creek OCCUPANCY GROUP: R-1, S-2, B, A-3 TYPE OF CONSTRUCTION: I-A NUMBER OF STORIES: 3 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: . Please submit (5) complete sets of revised construction documents containinq the requested information or plan revisions with all revisions clouded or otherwise identified. . Please respond in writinq to each comment bv markina the attached list or creatinq a response letter. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. . Please be sure to include on the resubmittal the enqineer's or architect's "wet" stamp, siqnature, reqistration number and date on the cover paqe of anv structural calculations all structural details and structural sheets of the plans. For commercial or multi-familv projects all sheets of the plans must be stamped. C:\Documents and Settings\mroyerUvly Documents�Plan Review\Front Door\tov-b06-0019.2.DOC Page 1 of 8 , BUILDING DEPARTMENT COMMENTS: Common Proiect Comments: (CPC are attached to each permit comment letter) The first fourteen comments have been removed from the beginning of all documents except associated building permit application number 606-0018. Of the 14 some have been addressed and remove from the list. Architectural Comments: 16.Clearly define the separation between existing and new addition. (Fire separation between I-A and III- A construction). This item will be reviewed with the Fire and Life Safety submifted that will occur as part of the 05/02/2006 meeting. 21. Does corridor 6188 need to be an exit passageway or horizontal exit? Stair B501 discharges into this hallway. Provide analysis to verify requirements. This protection must be continuous from vertical exit enclosure to exit discharge. Openings into these spaces are limited to those required for exiting from normally occupied spaces. Components of other trades (plumbing, mechanical and electrical) are also limited to those required for the enclosure. P/ease identify this on the plan as an exit passageway. The plan still calls this a corridor. Exit passageways are limited to penetrating items which serve this space only. P/ease coordinate all trades to route electrical, plumbing and mechanical systems around the passageway. (IBC 1020.5) Sheet E101, P202, M102P, and p/ease verify all other applicable sheets. Stair BS01 communicates to more than 2 different levels. Exit enclosure is required for stair BS01. P/ease separate this stair from other areas of the building with doors which caring the rating as required for the stair enclosure. Sheet G019 identifies the exiting load for that floor at 169. The load at Lower-Mid Level on sheet G016 does not appear to include the occupants from above at the exit discharge. Please clarify. It appears by reviewing sheet G016 that Corridor B186 and door 8186 are new. This door B186 c/oses off the exit passageway by more than 50%. (IBC 1020.2) P/ease amend plan. Amend door schedule to show the required fire rating of all doors (new and existing) which open into the exit passageway and exit enclosure. The new door schedule submitted shows doors in the passageway with no rating. 22. Does corridor 6221 and associated stairs need to be an exit passageway or horizontal exit? Stair B501 discharges into this hallway. Provide analysis to verify requirements. This protection must be continuous from vertical exit enclosure to exit discharge. Openings into these spaces are limited to those required for exiting from normally occupied spaces. Components of other trades (plumbing, mechanical and electrical) are also limited to those required for the enclosure. Is there access from B221 into stair enc/osure BS01? There is a line shown on the plan at this opening. P/ease clarify. Same issues and concerns apply to this passageway as commented in Item 21 above. Please amend plan accordingly to provide a protected passageway. 25.Show compliance with ANSI A117.1-1998 for restrooms 6193, B196, 6128 and B142 on sheet A301 and 6205 and 6206 Sheet A304. The lavatory can not be within the clear floor space for the water closet. B193- Need 18"on the latch side of door from the pull side. B205- Need 18"on the latch side of door from the pull side. C:\Documents and Settings\mroyer�My Documents\Plan Review\Front Door\tov-606-0019.2.DOC Page 2 of 8 . 29.What is the size of the day tank for the back-up generator, quantity and classification of liquid and means for filling tank?This is shown on Building A plans & Building B plans. Currently a diesel generator is shown on the plans. H occupancy? Provide specifications and documentation for the generator which will include the size of fhe tank. 33. Provide exit analysis for corridor B107. Exit path and ratings will be reviewed with the exit analysis. Provide exit analysis for this area. The response did not clarify whether protection would be required or not. We understand that this corridor is an existing condition, but the new conditions are required to meet the minimum code required by the IBC. Without an exiting analysis, we cannot determine that minimum code is met. 34. Identify exit path from corridor on Level 2 on sheet A102 that enters into stair BS02. Identify rating of this exit path and stair enclosure. Response was that A102 clarifies this issue. We were unable to locate information on sheet A102 that would clarify the issue. P/ease explain where the information can be found. 36. Provide accumulative exit load at Door B108C. Verify door swing and exit width. Provide the number of occupants that will exit through this door. 39.Wall types shown separating units on sheet A304 terminates a 2 hour wall at a wall with no construction type designated. Revise walls to form a complete separation. Wall type 6 is shown for a portion of the separation wall. There is an enc/osed space between the 2 bathtubs. The walls used to form this space are not specified with a wall tag. Please identify the wall types used to form this enclosed space. Energy Code Review Comments: Envelope Com Check: The Town of Vail recenfly estab/ished the heating degree days and cooling degree days for a base of 65 degrees. The numbers provided are: Heafing degree days (base 65 degree F): 9826 Cooling degree days (base 65 degree F): 3 I apologize for the notice of fhese numbers;however 1 have been instructed to pass this information on and require modification of the Envelop Compliance Certificate and design. Amend reports fo reflect the design criteria established by the Town of Vail. Structural Comments: Note: structural comments are numbered"S1,S2,..."and are also given a designation with regards to the topic, as follows: DC=design criteria; F=foundations; D=drawings; C=structural calculations; LS=lateral system. General Structural Comment: Due to the inherent connectivity between the various structures in this project,there may be comments from this Volume's details in other Volume's comments, and vice versa. Note also that this review and eventual approval does not permit the violations of any section of the building code,or any other ordinance or State law. C:\Documents and Settings\mroyer\My Documents\Plan Review\Front Door\tov-b06-0019.2.DOC Page 3 of 8 � S3. F 1/S001 Long way footing rebar in the exterior footing is not identified. Is detail 4/S001 intended to be a typical detail for all strip footings? If so please reference 4/S001 as such in other details and on plan. M&N Response: Please refer to revised section. KL&A, 5/5/06: Comment c/osed. EOR please verify all footings on plan are adequately referenced with sections, if appears some may be missing. S4. F 2/S001 Gravel fill below SOG is not specified, verify drainage requirements per soils report are coordinated with the other structures. Elevator sump in the pits seems required. M&N Response: Slab on grade construction to be in accordance with the soils report per the General Note Item 5A. Please refer to revised section. KL&A, 5/5/06: Comment c/osed, regarding SOG construction. EOR to verify sump requirements, typical all elevators. S5. F 2/S001 Length and width dimensions are not on plans or the section, please provide. M&N Response: Please refer to revised section. KL&A, 5/5/06: Comment closed. Architectural drawings do not seem to show elevator/ocation or shaft size (Ref. A302). We suggest that the design team coordinate elevator shaft/ocations, typical all elevators on the job, all Volumes. S6. F 10/S001 Show detail of how cast in place concrete stairs are supported at the concrete walls (ref. also S101). Consider nosing &tread "L" bars for durability and freeze thaw conditions. M&N Response: Please refer to revised sections and plans. KL&A, 5/5/06: Calculations page S6.2& new detail 16/S003: Verify f c=5000 psi for stair support beams. /t seems this concrete may be interpreted as "exterior concrete'; f'c=4000 per general notes. Clarify this on the drawings or directly to the contractor. Verify AC►minimum rebar spacing @ bottom bars. Suggest address long term deflection and C:\Documents and Settings\mroyerUviy Documents�Plan Review\Front Door\tov-b06-0019.2.DOC Page 4 of 8 ,, t corrosion for these new beams (AC/ Ch. 4 & 9) S7. D 1&2/S002 Sections identify 2" metal deck" while plans say 1'h" deck—coordinate the drawings. Verify if deck is composite deck or non-composite deck. Verify also bottom flutes are wide enough to receive composite studs as required. Suggest galvanized & vented deck on any slabs exposed to weather. M&N Response: Please refer to revised sections. KL&A, 5/5/06: P/ease address our corrosion concerns of the stee/deck: verify concrete walking surface will be protected from salts and weather in some fashion. Thin galvanized decks are known to rust out quickly if not properly protected;in the case of composite construction this could compromise the vertical load capacity of the floor structure. S8A.LS There do not appear to be any lateral analysis calculations in the submitted calcs package. Please submit lateral calculations for review. See comment S8 as well. M&N Response: Please refer to revised calculations. KL&A, 5/5/06: The ca/cu/ations are difficult to follow along with the drawings in terms of which elements are lateral load resisting elements. We suggest holding a meeting to discuss and reso/ve this issue. S8. LS S100 /calcs/drawings IBC 3403.2 states basically that any additions /alterations to existing structures shall not increase forces in any existing structural element by more than 5% without demonstrating current code compliance for such structural elements. By inspection, this addition appears to be more than a 5% addition to the existing Lodge in terms of mass and exposed area for wind forces. Further, gravity loads have been increased in some areas due to new steel framing supported on existing walls. Please demonstrate by structural calculation that this %5 rule is not exceeded, or provide calculations for the following: a) Details 24/S002, 22/S002, 6/S003, 10/S003, 13/S002: verify capacity of existing CMU and /or precast bearing walls. Verify allowable soil bearing pressure is not exceeded. b) Details 4&5/S002: verify lateral out of plane capacity of existing walls has not been completely removed during demolition, that structure on opposite side braces bearing walls out of plane and lateral diaphragm to wall connections have not been compromised c) It appears that lateral wind and seismic calculations are required for the completed entire Lodge building (existing plus new construction), as well as the local re-entrant corners in the addition itself, due to the IBC 5% rule noted C:\Documents and Settings\mroyer\My Documents\Plan Review\Front Door\tov-b06-0019.2.DOC Page 5 of 8 above. This could be done demonstrating that as much or more lateral strength and stiffness is added to the structure with the addition than previously existed, however structural calculations are required to verify this. Check diaphragm / drag forces through connections to the existing structure, verify soil pressure at ends of lateral shear walls, verify lateral drifts, and other typical lateral calculations. M&N Response: a) New loads being applied to the existing structure are similar to existing loads. This is due to roughly the same footprint for the existing and new construction therefore, the existing structure will need to resist no additional loading. b) Demolition of existing wood kickers will increase out of plane capacity of existing precast walls. Details 4&5/S002 will transfer no additional load to existing wall. c) The addition shown on the structural plans has roughly the same footprint as the existing building that is to be demolished and therefore will add no additional load to the existing structure. The new addition utilizes separate lateral system to support itself therefore, no additional calculation on the existing structure are required. KL&A, 5/5/06: a) Comment c/osed. b) The issue is out of plane (height) of bearing walls, not the kicker/oads. Verify walls are not slender due to removal of existing floor lateral support, this is unclear on the drawings. C) We disagree with this response, perhaps because we do not have the existing building drawings and so can not determine if the existing lateral system is being altered due to this work. Further, we can not interpret the intended lateral system for the addition based on the submitted calculations and drawings. The addifion will be structurally connected together wifh the existing Lodge at several details shown (there is no lateral gap throughout between the structures), and as such will act as a single building, not two separate structures. We suggest holding a meeting to discuss and resolve this issue. S19. D 9/S003 We feel the steel fabricator can not design this steel to CMU connection: first, there are no loads provided; second, this is not a standard steel to steel connection where tables apply. Third, snow plus snow drift plus sliding snow must be used for loads, as applicable. At the very least, the EOR needs to design the embed at top of CMU, and also consider the moment cranked into the top of CMU wall by the eave beam. Provide calculations. M&N Response: Please refer to revised plans and calculations for embed plate. Shear connection to be per fabricator according to General Notes. Please refer to response to S1 for snow loading. C:\Documents and Settings\mroyerUvly Documents�Plan Review\Front Door\tov-b06-0019.2.DOC Page 6 of 8 KL&A, 5/5/06: New calculations,page S19.5:it appears a 4"eccentricity was used for the moment at the CMU wall connection. Plans S103 8 S104 do not indicate that the fascia beam is supported at the north end, and therefore this eave framing appears to be a cantilevered beam, with a 18"or 2'-0"eccentricity from center of snow load. P/ease comment and verify the calculation and connection detail. S20. D 10/S003 We can not locate calculations for this header connection. Verify grout in the cells adjacent to the new header is not required for the capacity: it is unclear how these cells will be grouted prior to demolition without further direction on the detail. Further, sequencing notes are required regarding temporary shoring (if these are bearing walls above, loads are required to design the temporary shoring) Please address these issues. M&N Response: Please refer to revised calculations. KL&A, 5/5/06: New calculations show a bo/t yield stress = 0.3*58 ksi, versus 10 ksi(A/SC ASD, Tab/e J3.2), p/ease verify. These are vertical shear bo/ts not anchor bolts. Will ho/es at thru bo/ts be epoxied in p/ace?Address the issue of grouting the CMU in p/ace. S30. LSS104 Verify roof deck welding attachment specified on S001 for lateral loads. Verify attachment to existing building is sufficient for lateral load transfers expected from the new to existing building. Sections 6&11/S003 do not appear to attach the roof diaphragm to the existing floor diaphragm at all —seems a lateral connection or diaphragm chord is required. Provide calcs. M&N Response: New structure has separate lateral system therefore existing structure supports only gravity loading. Please refer to revised calculation. KL&A, 5/5/06: The calculations are difficult to follow along with the drawings in terms of which elements are lateral load resisting elements. We suggest holding a meeting to discuss and resolve this issue. S33. D S701 Seems details are required at various "existing" and "precast" landings to show how stairs, landings, and walls interconnect. M&N Response: Please refer to revised plans. KL&A, 5/5/06: No details have been shown. We will/eave the coordination responsibility of these landings to the EOR/Architect during the shop drawing submittal process, and fo verify code minimum loads are properly carried to the foundation. Comment C/osed. C:\Documents and Settings\mroyer\My Documents\Plan Review\Front Door\tov-b06-0019.2.DOC Page 7 of 8 S34. D S701 Stair BS05: verify steel channels and precast landing is supported on the east side by a 6" light gauge stud wall. Provide details. M&N Response: Precast stair is supported by masonry walls. Please refer to revised plan and added section. KL&A, 5/5/06: The detail of the connection is still unclear on the drawings. We will/eave the coordination responsibility of these landings to the EOR/Architect during the shop drawing submittal process, and to verify code minimum /oads are properly carried to the foundation. Comment Closed. S36. LS Detail 5/S003 has been modified since original submittal to remove roof diaphragm continuity at the ridge. It seems that a cap plate of sheet stee/is required for continuity, please comment. S37 D New section 23/S002 @ ramp appears mislabeled, please verify. Please refer to the cover sheet for information and instructions for resubmitting plans. The recheck of plans usually occurs within 3-5 working days of plan resubmittal. In order to avoid delays please check all requested information is included with the resubmitted plans. Contact Person: Matthew Royer Building Official/Project Manager Colorado Inspection Agency 970-328-1790 matt.roverCa?coinspect.com Plans Examiners and Enqineers: Barry Kramer-Building Official Todd Dunkin-Electrical Plans Examiner Dennis Lohmeier-Plumbing Plans Examiner Duskin Lowe-Plans Examiner James P. Horne, P.E., S.E.—Structural Review Project Manager C:\Documents and Settings\mroyerUvly Documents�Plan Review\Front Door\tov-b06-0019.2.DOC Page 8 of 8 ,� r�� w � �... 1 : �� =_ �—�' '`� Colorado Ins ection AGENCY COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS 2�d review comments are shown below the original comment in bo/d italics. Comments that were addressed have been removed from the list. TO: Contractor Architect Enqineer Hyder Construction 4240 Monroe & Newell Eng Doug Thompson Randy Hart EMAIL: dthompson(a�hyderinc.com rhart(a�4240arch.com FAX: NUMBER OF PAGES: 8 FROM: Matthew Royer DATE: 05/05/2006 BUILDING PERMIT#: B06-0019 OWNERS NAME: Vail Resorts Co. SITE ADDRESS: Building B SUBDIVISION: Mill Creek OCCUPANCY GROUP: R-1, S-2, B, A-3 TYPE OF CONSTRUCTION: I-A NUMBER OF STORIES: 3 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: . Please submit (5) complete sets of revised construction documents containinq the requested information or plan revisions with all revisions clouded or otherwise identified. . Please respond in writinq to each comment bv markinq the attached list or creatinq a response letter. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. . Please be sure to include on the resubmittal the enqineer's or architect's "wet" stamq, siqnature, reqistration number and date on the cover paqe of any structural calculations, all structural details and structural sheets of the plans. For commercial or multi-familv proiects all sheets of the plans must be stamped. [► = Previously answered 05/23106 as part of partial "Grading and Excavation PermiY' package.] Page I of 5 . c�� . BUILDING DEPARTMENT COMMENTS: Common Proiect Comments: (CPC are attached to each permit comment letter) The first fourteen comments have been removed from the beginning of all documents except associated building permit application number 606-0018. Of the 14 some have been addressed and remove from the list. Architectural Comments: ► 16. Clearly define the separation between existing and new addition. (Fire separation between I-A and III- A construction). This item will be reviewed with the Fire and Life Safety submitted that will occur as part of the 05/02/2006 meeting. Refer BCER Administrative Modification #2 dated May 23, 2006. 21. Does corridor 6188 need to be an exit passageway or horizontal exit? Stair B501 discharges into this hallway. Provide analysis to verify requirements. This protection must be continuous from vertical exit enclosure to exit discharge. Openings into these spaces are limited to those required for exiting from normally occupied spaces. Components of other trades (plumbing, mechanical and electrical) are also limited to those required for the enclosure. P/ease identify this on the plan as an exit passageway. The p/an still ca//s this a corridor. The plan has been revised to read `Exit Discharge Lobby' (refer sheet Bldg B/A101) —see `Response' just below. Exit passageways are limited to penetrating items which serve this space only. P/ease coordinate all trades to route e/ectrical, p/umbing and mechanical systems around the passageway. (IBC 1020.5) In a telephone discussion between Neha Khera/4240 and Matt Royer/CIA, it was decided that the `exit area' previously labeled "Corridor B188" would be considered an `Exit Discharge Lobby' as described in IBC 1023.1-Exception 1. Per the IBC Commentary, an `Exit Discharge Lobby' "may contain furniture or decoration and non-occupiable spaces may open directly into the lobby". In that regard, we have re-labeled that `area' "Exit Discharge Lobby" (see `Response'just above). Sheet E101, P202, M102P, and p/ease verify al/ other applicable sheets. The heater within the `Exit Discharge Lobby' has been changed to an electric type to eliminate the hot water piping penetration into the passageway. The storm drain piping is in the wall of the corridor. Light fixtures have been revised from recessed mounted to surface mounted to eliminate the ceiling penetration. Stair BS01 communicates to more than 2 different/evels. Exit enc/osure is required for stair BS01. P/ease separate this stair from other areas of the building with doors which caring the rating as required for the stair enclosure. Door BS01 has been added to Level 8169'-0" for separation (refer sheet Bldg B/A101). Sheet G019 identifies the exiting load for that f/oor at 169. The load at Lower-Mid Leve/on sheet G016 does not appear to include the occupants from above at the exit discharge. Please clarify. The "169" appears to be a typo-error and should have been "49" (40 + 9 = 49). But, in re- examining and confirming the Occupant Loads indicated for this area, it was determined that the `Floor Area Total', and therefore the `Occupant Load' of"26", was too low — in looking at the old Lodge at Vail and International Wing drawings, it should have been 147—and that those 147 Occupants should then be divided into the 4 exits provided at this Level (2 in the International Wing, 1 north through The Lodge at Vail corridor, and 1 into Stair BS01). With 4 [► = Previously answered 05I23/06 as part of partial "Grading and Excavation PermiY' package.] Page 2 of 5 . � ; . exits, the Occupant Load at Stair BS01 is 37 (147 Occ/4 Exits = 36.75). Adding 9 Occupants from the new Guestrooms, the Occupant Load from this Level exiting into Stair BS01 is 46. A new "Stair BS01" `block' has been added indicating the required Exit Widths (refer sheet G016). A�evision to the "Stair BS01" `block' on sheet G018 has also been made. It appears by reviewing sheet G016 that Corridor 6186 and door 6186 are new. This door 6186 c/oses off the exit passageway by more than 50%. (IBC 1020.2) P/ease amend plan. The "required" Egress Width, as determined by IBC Table 1005.1, for Exit Passageway B188 is 10.35" (69 Occ x .15 = 10.35") - but since IBC 1020.2 requires Exit Passageways to be a minimum of 44" —the "required" Egress Width is 44". IBC 1005.2 states, "Doors opening into the path of egress travel shall not reduce the "required" width to less than one-half during the course of the swing" (i.e. a minimum of 22" is required to be maintained). Measuring the clear distance between Door B136's swing and the "Exit Discharge Lobby's" northern wall, we have approximately 36" clear. Since 36" is greater than the required minimum 22", the Door in its present location does not reduce the "required" egress width by more than one-half, and therefore the Door as located appears to meet Code. [See Item 21 above for "Exit Discharge Lobby" clarification]. Amend door schedu/e to show the required fire rating of all doors (new and existing) which open into the exit passageway and exit enclosure. The new door schedule submitted shows doors in fhe passageway with no rating. Refer revised Bldg B Door Schedule. 22. Does corridor B221 and associated stairs need to be an exit passageway or horizontal exit? Stair B501 discharges into this hallway. Provide analysis to verify requirements. This protection must be continuous from vertical exit enclosure to exit discharge. Openings into these spaces are limited to those required for exiting from normally occupied spaces. Components of other trades (plumbing, mechanical and electrical) are also limited to those required for the enclosure. Is there access from B221 into stair enclosure BS01? There is a line shown on the plan at this opening. P/ease c/arify. Opening has been revised to show new door B221 (refer revised sheet Bldg B/A102). Same issues and concerns app/y to this passageway as commented in Item 21 above. P/ease amend plan according/y to provide a protected passageway. Refer revised Bldg B Door Schedule. 25.Show compliance with ANSI A117.1-1998 for restrooms 6193, B196, B128 and B142 on sheet A301 and 6205 and B206 Sheet A304. The lavatory can not be within the clear floor space for the water closet. 6193- Need 18"on the /atch side of door from the pull side. Per ANSI A117.1-1998, Door 6193 appears to comply. On the pull side, there is 26" of wall space between the left side of the door jamb and the shower curtain opening. In an email exchange between Neha Khera/4240 and Matt Royer/CIA, it was understood that this door complies as-is. B205- Need 18"on the /atch side of door from the pull side. Door B205 has been revised to meet ANSI requirements; see revised sheet Bldg B/A304. Door B206 has also been revised (for aesthetic reasons), mirroring door B205, still meeting ANSI requirements. [► = Previously answered 05/23/06 as part of partial "Grading and Excavation PermiY' package.] Page 3 of 5 v ■ , . ► 29.What is the size of the day tank for the back-up generator, quantity and classification of liquid and means for filling tank? This is shown on Building A plans & Building B plans. Currently a diesel generator is shown on the plans. H occupancy? Provide specifications and documentation for the generator which will include the size of the tank. The generator is part of the Buildings A/C/D electrical service design, and is not part of Building B. The generator will have a diesel fuel day tank with 8 hours of fuel capacity as noted on the Building AIC/D electrical one line diagram and in Specification Section 16403. Exact tank capacity and dimensions will not be available until equipment submittals are provided by the Contactor. Per literature available for the specified generator, the unit will require 24.1 gal/hour running at full load; which equates to 192.8 gallon for 8 hours of run time. 33. Provide exit analysis for corridor B107. Exit path and ratings will be reviewed with the exit analysis. Provide exit ana/ysis for this area. The response did not clarify whether protection wou/d be required or not. We understand that fhis corridor is an existing condition, but the new conditions are required to meet the minimum code required by the IBC. Without an exiting ana/ysis, we cannot determine thaf minimum code is met. As indicated on sheet Bldg B-1/D101 & 1/A302, it was intended to keep the existing Corridor walls in Corridor B107 `as-is' (presumably non-rated) - infilling with new gyp board walls to match existing walls at demolished doors. Per our first Response, we believe this `corridor' can be a "non-rated hallway" between the Lodge at Vail Lobby and the new Spa. In calculating existing Occupants (`assumed') from the Lobby to Stair BS02, there are only 13 Occupants coming down the hallway to Stair BS02 (refer G016). Those Occupants exit thru Door B108C, where they will combine with the 22 occupants exiting from the Employee Cafeteria B114/Cold Storage B115 area. Those combined 35 Occupants will proceed "up" to Level +/- 8177'-8" (refer Bldg B-1/A102 & 3/A701) -which is the Level of Exit Discharge-where they then continue exiting thru Corridor B260, `around' Elevator No. 6 (refer Bldg B-1/A102), until they proceed "down" to the bottom of Stair BS03 - exiting the Building just west of Elevator No. 6 at grade +/- 8169'-0" (refer Bldg B-1/A101 8� 1&2/A700). All new interior exit Corridor walls as described are 2-hour rated (refer Bldg B-1/A304-Wall Type 6) - Stair BS02 walls are `existing to remain' and presumed to meet 2-hour rated construction. The 19 Occupants from Movement Studio B110 and the 38 Occupants from Spa Foyer B103 will exit through Door B104 to the exterior of the Building (refer G016 8� Bldg B-1/A101). 34. Identify exit path from corridor on Level 2 on sheet A102 that enters into stair BS02. Identify rating of this exit path and stair enclosure. Response was thatA102 clarifies this issue. We were unab/e to locate information on sheet A102 that wou/d clarify fhe issue. P/ease explain where the information can be found. The 6 Occupants from the existing Lodge at Vail Corridor (not numbered) will combine with the 8 Occupants from the existing Lodge at Vail Hotel Kitchen B261 at Level 8177'-8" (refer G018 and Bldg B-1/A102 � 3/A701). They will combine with the 35 Occupants from the Level below (see Item 33 above) for a combined total of 49 Occupants at Level 8177'-8" (refer G018). Those 49 Occupants will exit thru the Exit System described in Item 33 above -exiting at grade +/- 8169'-0". As described in Item 33 above, all new interior exit Corridor walls are 2- hour rated, while `existing' Stair BS02 walls are presumed to meet 2-hour rated construction. 36. Provide accumulative exit load at Door 6108C. Verify door swing and exit width. Provide the number of occupants that will exit through this door. See Response to Item 33 above, which indicated an Occupant Load of 13 entering Door B108C (refer G016). As described, the door swinging `into' the Stair is appropriate for the Occupant Load and the Exit direction. [► = Previously answered 05/23/06 as part of partial "Grading and Excavation PermiY' package.] Page 4 of 5 + • : e 39.Wall types shown separating units on sheet A304 terminates a 2 hour wall at a wall with no construction type designated. Revise walls to form a complete separation. Wall type 6 is shown for a portion of the separation wall. There is an enclosed space between the 2 bathtubs. The walls used to form this space are not specified with a wal/tag. P/ease identify the wall fypes used to form this enc/osed space. This space is to be built with `Type 5' walls per sheet A600; see revised sheets Bldg B/A304 and A305. The `Type 6' wall between Guestroom units has been clarified as to the need for additional gyp board due to acoustic reasons, and not for rating reasons. Revised `Type 6' wall on sheet A600 has reverted back to "2-hour-rated" for overall project coordination. Enerqy Code Review Comments: Envelope Com Check: The Town of Vail recent/y established the heating degree days and cooling degree days for a base of 65 degrees. The numbers provided are: Heating degree days (base 65 degree F): 9826 Cooling degree days (base 65 degree F): 3 I apo/ogize for the notice of fhese numbers; however I have been instructed to pass this information on and require modification of the Enve/op Compliance Certificate and design. Amend reports to ref/ect the design criteria established by the Town of Vail. The Town of Vail currently approves the computer program COM Check as an Energy Code Calculation method. COM Check will not allow the user to change the heating or cooling degree-days. They are automatically inserted when the town of Vail is chosen. Therefore, the calculations will remain as submitted originally. Per conversation between Jay Watson (ABS Engineers) and Matt Royer (CIA), it is understood that this is acceptable to the ToV for this project. Structural Comments: See attached Structural Comments from Monroe & Newell Engineers. Please refer to the cover sheet for information and instructions for resubmitting plans. The recheck of plans usually occurs within 3-5 working days of plan resubmittal. In order to avoid delays please check all requested information is included with the resubmitted plans. Contact Person: Plans Examiners and Enqineers: Barry Kramer-Building Official Matthew Royer Todd Dunkin- Electrical Plans Examiner Building Official/Project Manager Dennis Lohmeier- Plumbing Plans Examiner Colorado Inspection Agency Duskin Lowe-Plans Examiner 970-328-1790 James P. Horne, P.E., S.E.—Structural Review Project matt.rover(c�coinspect.com Manager [► = Previously answered 05/23/06 as part of partial "Grading and Excavation Permit" package.] Page 5 of 5 REVIEWEp gy Vai , Col rado Denve , Col rado Frisc , Col rado Monroe 8� Newell COLORADO INSPECTION AGENCY Engineers, Inc. July 5, 2006 4240 Architecture 1621 Eighteenth Street, Suite 200 Denver, CO 80202 Attn: Randy Hart Re: Vail's Front Door (M&N# 5500.02) Spa - Building B BUILDING PERMIT #: B06-0019 Dear Mr. Hart: The following are our responses to the structural portions of The Town of Vail Building Department comments for the above building, dated June 30, 2006. We have included the original comment with each response. Our responses are noted with "M&N Response". S8A. LS There do not appear to be any lateral analysis calculations in the submitted calcs package. Please submit lateral calculations for review. See comment S8 as well. M&N Response: Please refer to revised calculations. KL&A, S/S/06: Tlze calculations are difficult to follow�long with the drawings in terms of which elements are lateral load resisting elements. We suggest holding a meeting to �liscuss and resolve this issue. '`= �`��. •:::..� 2006 Platinwn Sponsor The Colorado Chapter of The American Institute of Architects www.monroe-newel l.com 1701 Wynkoop Street . Suite 200 • Denver, Colorado 80202 C303) 623-4927 • FAX (303) 623-6602 • email: denverC�3monroe-newell.com M&N Response: The portion of the Spa building that is adjacent to the existing Lodge at Vail is not materially different and has no greater seismic load than the Spa addition that is being removed. The new Spa building as designed, supplements the lateral capacity of the original building because it has a separate lateral system. At upper level a steel X-brace and a CMU wall is provided for East—West and for North— South lateral loads. These elements transfer the lateral load from the roof to the upper floor and are added to the loads for the next level. These floor loads are transferred through the diaphragm to the exterior CMU wall along the perimeter of the lower level. No meeting is required. KL&A, 6/29/06: This response helps us better understand the existing structure, however lateral design issues such as deflection compatibility, load path, etc. between the existing structure and new addition are not contpletely clear to us based on the structural drawings, calculations, and review responses submitted. Please verify that IBC 1604.4 is satisfied in the final condition of new addition plus existing structure, by reviewing the following details for lateral connection capacity: 4/S003, 6/S003, 8/5003, 12/S003, 22/S003 (slab to inside of angle connection seems required), and other similar details in the package. M&N Response: We have re-analyzed the noted sections and no additional framing is required to transfer lateral forces into the lateral resisting system so as to satisfy IBC 1604.4. Please note that we are assuming that section 22/S003 should be 22/S002. End of Comment Responses. If you have any questions or comments,please call. Very truly yours, MONROE&NEWELL ENGINEERS, INC. ``\�Q��D�,,��'' Peter D. Monroe,P.E. ��1 �15TEqM 9�'� Principal :�`q� ��'�� = . - * � 1 2 � *! e NA •• PO� � �� ,� '��//f1�CO��,``� � - - REVIEWED BY il, C lorado Den er, C lorado Fri co, C lorado Monroe 8� Newell COLORADO INSPECTION May 15,2006 Engineers, Inc AGENCY 4240 Architecture 1621 Eighteenth Street, Suite 200 Denver, CO 80202 Attn: Randy Hart Re: Vail's Front Door(M&N#5500.02) Spa-Building B BUILDING PERMIT#: B06-0019 Dear Mr. Hart: The following are our responses to the structural portions of The Town of Vail Building Department comments for the above building, dated May 8, 2006. We have included the original comment with each response. Our responses are noted with"M&N Response". S3. F 1/S001 Long way footing rebar in the exterior footing is not identified. Is detail4/S001 intended to be a typical detail for all strip footings? If so please reference 4/5001 as such in other details and on plan. M&N Response: Please refer to revised section. KL&A, S/S/06:Comment closed EOR please verify all footings on plan are adequately referenced with sections, it appears some may be missing. M&.I� �aa°�;�-Fi>t��;t:: We feel that sections as cut on 5101 are adequate. — �� ... ..: .:::... 2006 Plati Sponsor The Colorado Chapter of The American Institute of Architects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 (303) �23-4927 • FAX (303) 623-6602 • email: denver�monroe-newell.com S4. F 2/S001 Gravel fill below SOG is not specified, verify drainage requirements per soils report are coordinated with the other structures. Elevator sump in the pits seems required. M&N Response: Slab on grade construction to be in accordance with the soils report per the General Note Item SA. Please refer to revised section. KL&A, S/5/06: Comment closed, regarding SOG construction. EOR to ver� sump requirements, typical all elevators. M&N Response: EOR to coordinate with Architect and Flevator Subcontractor on sump requirements. S5. F 2/5001 Length and width dimensions are not on plans or the section,please provide. M&N Response: Please refer to revised section. KL&A, S/S/06: Comment closed. Architectural drawings do not seem to show elevator location or shaft size (Ref.A302). We suggest that the design team coordinate elevator shaft locations, typical all elevators on the job, all Volumes. M&N Res�onse: EOR to coordinate with Architect and Elevator Subcontractor. S6. F 10/5001 Show detail of how cast in place concrete stairs are supported at the concrete walls (ref. also S 101). Consider nosing &tread"L"bars for durability and freeze thaw conditions. M&N Response: Please refer to revised sections and plans. KL&A, S/5/06: Calculations page S6.2 & new detail 16/5003: Verify fc=5000 psi for stair support beams. It seems this concrete may be interpreted as "e.zterior concrete'; f c=4000 per general notes. Clar�this on the drawings or directly to the contractor. Verify ACI minimum rebar spacing @ bottom bars. Suggest address long term deflection and corrosion for these new beams (ACI Ch. 4& 9) �✓i�,N R��,:,. �;:,, All exterior concrete to have �c =4000 psi per General Notes on 5001. Width of concrete beam should be 20". With 2" cover minimum beam is 28" which is greater than L/16=26.625" per ACI Table 9.5 (a). In addition, the exterior concrete w/c ratio meets corrosion requirements per ACI Table 42.2. These items will be clarified with the General Contractor through Concrete Mix Designs and reinforcing shop drawing process. S7. D 1&2/S002 Sections identify 2"metal deck" while plans say 1%2" deck— coordinate the drawings. Verify if deck is composite deck or non-composite deck. Verify also bottom flutes are wide enough to receive composite studs as required. Suggest galvanized& vented deck on any slabs exposed to weather. M&N Response: Please refer to revised sections. KL&A, S/S/06: Please address our corrosion concerns of the steel deck: verify concrete walking surface will be protected from salts and weather in some fashion. Thin galvanized decks are known to rust out quickly if not properly protected; in the case of composite construction this could compromise the vertical load capacity of the floor structure. �..� `� x �,,� �,, Sections 1 & 2/5002 are cut at interior slabs not exposed to weather and salts. S8A.LS There do not appear to be any lateral analysis calculations in the submitted calcs package. Please submit lateral calculations for review. See comment S8 as well. M&N Response: Please refer to revised calculations. KL&A, 5/S/06: The calculations are difficult to follow along with the drawings in terms of which elements are lateral load resisting elements. We suggest holding a meeting to discuss and resolve this issue. M&N Response: The portion of the Spa building that is adjacent to the existing Lodge at Vail is not materially different and has no greater seismic load than the Spa addition that is being removed. The new Spa building as designed, supplements the lateral capacity of the original building because it has a separate lateral system. At upper level a steel X-brace and a CMU wall is provided for East— West and for North— South lateral loads. These elements transfer the lateral load from the roof to the upper floor and are added to the loads for the next level. These floor loads are transferred through the diaphragm to the exterior CMU wall along the perimeter of the lower level. No meeting is required. S8. LS 5100/calcs/drawings IBC 3403.2 states basically that any additions/alterations to existing structures shall not increase forces in any existing structural element by more than 5%without demonstrating current code compliance for such structural elements. By inspection,this addition appears to be more than a 5%addition to the existing Lodge in terms of mass and exposed area for wind forces. Further, gravity loads have been increased in some areas due to new steel framing supported on existing walls. Please demonstrate by structural calculation that this %5 rule is not exceeded, or provide calculations for the following: a) Details 24/5002, 22/5002, 6/S003, 10/5003, 13/5002: verify capacity of existing CMU and/or precast bearing walls. Verify allowable soil bearing pressure is not exceeded. b) Details 4&5/5002: verify lateral out of plane capacity of existing walls has not been completely removed during demolition,that structure on opposite side braces bearing walls out of plane and lateral diaphragm to wall connections have not been compromised c) It appears that lateral wind and seismic calculations are required for the completed entire Lodge building (existing plus new construction), as well as the local re-entrant corners in the addition itself, due to the IBC 5% rule noted above. This could be done demonstrating that as much or more lateral strength and stiffness is added to the structure with the addition than previously existed, however structural calculations are required to verify this. Check diaphragm/ drag forces through connections to the existing structure, verify soil pressure at ends of lateral shear walls, verify lateral drifts, and other typical lateral calculations. M&N Response: a) New loads being applied to the existing structure are similar to existing loads. This is due to roughly the same footprint for the existing and new construction therefore, the existing structure will need to resist no additional loading. b) Demolition of existing wood kickers will increase out of plane capacity of existing precast walls. Details 4&5/5002 will transfer no additional load to existing wall. c) The addition shown on the structural plans has roughly the same footprint as the existing building that is to be demolished and therefore will add no additional load to the existing structure. The new addition utilizes separate lateral system to support itself therefore, no additional calculation on the existing structure are required. KL&A, S/S/06: a) Comment closed. b) The issue is out of plane (height) of bearing walls, not the kicker loads. Ver� walls are not slender due to removal of ezisting floor lateral support, this is unclear on the drawings. C) We disagree with this response,perhaps because we do not have the existing building drawings and so can not determine if the existing lateral system is being altered due to this work. Further, we can not interpret the intended lateral system for the addition based on the submitted ca[culations and drawings. The addition will be structurally connected together with the existing Lodge at several details shown (there is no lateral gap throughout between the structures), and as such will act as a single building, not two separate structures. We suggest holding a meeting to discuss and resolve this issue. M&N Response: a) No response required. b) The original floor diaphragm will not be removed on the opposite side of the wall according to the demolition plans therefore the original walls are not being altered. c) The New Spa will require the demolition of an existing addition to the original building thereby reducing the total weight and the wind exposure of the existing building. The original building uses the stair cores for lateral resistance and these stair cores are not being altered. The original stair cores now have less lateral load due to the lateral system of the New Spa building. The addition to the existing building has its own lateral system as described in the response to S8A and will supplement the existing buildings lateral resistance. No meeting is required. S 19.D 9/5003 We feel the steel fabricator can not design this steel to CMU connection: first, there are no loads provided; second, this is not a standard steel to steel connection where tables apply. Third, snow plus snow drift plus sliding snow must be used for loads, as applicable. At the very least, the EOR needs to design the embed at top of CMU, and also consider the moment cranked into the top of CMU wall by the eave beam. Provide calculations. M&N Response: Please refer to revised plans and calculations for embed plate. Shear connection to be per fabricator according to General Notes. Please refer to response to S 1 for snow loading. KL&A, S/S/06: New calculations,page S19.5:it appears a 4"eccentricity was used for the moment at the CMU wall connection. Plans S103 & 5104 do not indicate that the fascia beam is supported at the north end, and therefore this eave framing appears to be a cantilevered beam, with a 18"or 2'-0"eccentricity from center of snow load. Please comment and verify the calculation and connection detail. M&N Response: On S104 the cantilevered fascia W8x15 frames back to (3) roof beams to the South. The W8x15 will support the other end of the beams being connected in 9/S003 therefore the correct eccentricity is 4" as submitted. 520.D 10/S003 We can not locate calculations for this header connection. Verify grout in the cells adjacent to the new header is not required for the capacity: it is unclear how these cells will be grouted prior to demolition without further direction on the detail. Further, sequencing notes are required regarding temporary shoring (if these are bearing walls above, loads are required to design the temporary shoring) Please address these issues. M&N Response: Please refer to revised calculations. KL&A, S/S/06: New calculations show a bolt yield stress=0.3*58 ksi, versus 10 ksi (AISCASD, Table J3.2),please verify. These are vertical shear bolts not anchor bolts. Will holes at thru bolts be epoxied in place?Address the issue of grouting the CMU in place. M&N Response: Grouting of the CMU to will be coordinated with the General Contractor during construction whether it is accomplished by using epoxy or injecting grout as required shall be determined at that time. A307 ar A36 threaded rods are to be used for this connection. Per AISC Table 1-D, '/4" A36 rod in single shear has a capacity of 4.4 kip * (2) bolts = 8.8 kip which still exceeds 7.68 kips required. The required capacity for these bolt has assumed (4) floors of CMU above the opening. This is a non-load bearing CMU wall in which case the required load could be 1/8 the calculated load. S30.LS 5104 Verify roof deck welding attachment specified on S001 for lateral loads. Verify attachment to existing building is sufficient for lateral load transfers expected from the new to existing building. Sections 6&11/5003 do not appear to attach the roof diaphragm to the existing floor diaphragm at all—seems a lateral connection or diaphragm chord is required. Provide calcs. M&N Response: New structure has separate lateral system therefore existing structure supports only gravity loading. Please refer to revised calculation. KL&A, S/S/06: The calculations are difficult to follow along with the drawings in terms of which elements are lateral load resisting elements. We suggest holding a meeting to discuss and resolve this issue. M&N Response: Please see response to Item S8A. No meeting is required. S33.D S701 Seems details are required at various "existing" and "precast" landings to show how stairs, landings, and walls interconnect. M&N Response: Please refer to revised plans. KLc�A, 5/S/06: No details have been shown. We will leave the coordination responsibility of these landings to the EOR/Architect during the shop drawing submittal process, and to ver�cade minimum loads are properly carried to the foundation. Comment Closed. M&N Response: EOR and Architect to coordinate detailing and design of stair landings with General Contractor and Subcontractor during shop drawing process. S34.D 5701 Stair BSOS: verify steel channels and precast landing is supported on the east side by a 6" light gauge stud wall. Provide details. M&N Response: Precast stair is supported by masonry walls. Please refer to revised plan and added section. KL&A, S/5/06: The detail of the connection is still unclear on the drawings. We will leave the coordination responsibility of these landings to the EOR/Architect during the shop drawing submittal process, and to verify code minimum loads are properly carried to the foundation. Comment Closed. M&N Response: Detail 1/5701 was provided. EOR and Architect to coordinate design and detailing of precast stair and support walls during shop drawing submittal process.. S36. LS Detail S/S003 has been modified since original submittal to remove roof diaphragm continuiry at the ridge. It seems that a cap plate of sheet steel is required for continuity,please comment. NI&.� lZe�>�>;;�:�,c: Please refer to revised section. S37 D New section 23/S002 @ ramp appears mislabeled,please verify. f��1c�i� R��;��. _.;;�: ,. � �ii4, .:R_I i t� �< , , �' _1�Izt _ ��i� ...` �_ c � ��i( ��7xfS�r 6 �_t>f i�"l,�z:!'�' _��i1�iEX- �C�1€�1?. End of Comment Responses. If you have any questions or comments, please call. Very truly yours, MONR WELL ENGINEERS,INC. Peter D. Monroe, P.E. Principal ��2y�s�aseorrPe. ,��° yl_d��'�r�i m ,� ,�'�/ �� `s c��9��. �i � �Q: ;,,P;� EN'�PO �, ..,..�,a,,.�••O .5:� t`� � '� e` '��BFlR�,.�N�� , � � REVIEWED BY �V� � O Permit# i Permit Date �C 0 INSPECTION %��^ENCY COMct�eck Software Version 3.2.0 Lighting Compliance Certificate 2003 IECC Report Date:03/30/os Datafilename: P:�20F90D-iWDMIN\Elec_A\SCHEDU-1\BUILDI-2\BLDG-B-I.CCK Section 1: Project Information Project Title:Vail's Front Door-Building B-Spa Construction Site: OwnedAgent: Designer/Contractor: Vail,CO � Section 2: General Information ��\�,'`��+�`err�;;:,�,�,� . r "t'��'�'�';�. Building Use Description by: Activity Type ��'��'�. � `�'�,� Project Type: New Construction � ��, >. 4�:�} Activitv Tvoe(sl Floor Area _ : 2 ' � —rr°s M Corridor,Restroom,Support Area 7237 ; ; ��'�,« Office 468 � t �'�er�� Hotel Function 5457 � � �.� �•.��,� Lobby-Other 1073 �°T�Yi,��` :fU'��.�;��`` Exercise Center 2416 �'��/HF.!�If�,1tTn�� Retail Sales,Wholesale Showroom 578 �,�� a � zoas Section 3: Requirements Checklist Interior Lighting: ❑ 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 23188 22866 YES ❑ 2. Exit signs 5 Watts or less per side. Exterior Lighting: ❑ 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls, Switching, and Wiring: ❑ 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Each space provided with a manual control to provide uniform light reduction by at least 50°/a. Exceptions: Page 1 of 4 Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft. ❑ 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. ❑ 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 10. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement:The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2003 IECC,Chapter 8,requirements in COMcheck Version 3.2.0 and to comply with the mandatory requirements in the Requirements Checklist. MvGr{lt��- �G�-G��Sri_c_ „62�� %`� �-�-��0�' Principal Lighting Designer-Name Signature Date Project Notes: Previously saved project information: Vail's Front Door Building B-Spa , ABS Consultants,Inc. Michael Rogers,LC Page 2 of 4 , , L Permit# Permit Date COMcheck Software Version 3.2,0 Lighting Application Worksheet 2003 IECC Report Date: Datafilename: P:�20F90D-1WDMIN\Elec_A\SCHEDU-1\BUILDI-2\BLDG-B-I.CCK Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Corridor,Restroom,Support Area 7237 0.9 6513 Office 468 1.1 515 Hotel Function 5457 1.3 7094 Allowance:Decorative/Fix.ID:DL-117 300(a) 1 300(b) Allowance:Decorative/Fix.ID:DL-115 1271(a) 1 1271(b) Allowance:Decorative/Fix.ID:DL-113,DL-113EM 72(a) 1 72(b) Allowance:Decorative/Fix.ID:DL-112 150(a) 1 150(b) Allowance:Decorative/Fix.ID:DL-111 416(a) 1 416(b) Allowance:Decorative/Fix.ID:DL-108 72(a) 1 72(b) Allowance:Decorative!Fix.ID:DL-107 200(a) 1 200(b) Lobby-Other 1073 1.3 1395 Allowance:Decorative/Fix.ID:DL-116 80(a) 1 80(b) Allowance:Decorative/Fix.ID:DL-109 300(a) 1 300(b) Allowance:Decorative/Fix.ID:DL-103 240(a) 1 240(b) Allowance:Decorative/Fix.ID:DL-101 180(a) 1 180(b) Allowance:Decorative/Fix.ID:DL-100 225(a) 1 225(b) Exercise Center 2416 0.9 2174 Allowance:Decorative/Fix.ID:DL-105 576(a) 1 576(b) Retail Sales,Wholesale Showroom 578 1.7 983 Allowance:Merchandise Display/Fix.10:F8 432(a) 1.6 432(b) Total Allowed Watts= 23188 (a)Area claimed must not exceed the illuminated area permitted for this allowance type. (b)Allowance is(B x C)or the actual wattage of the fixtures given in Section 2,whichever is less. Section 2: Actual Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Compact Fluorescent 1:A2,A2EM:6"DOWNLIGHT/Triple 4-pin 26W/Electronic 1 24 26 624 Incandescent 1:A3:LOW VOLTAGE/MR16 1 40 37 1480 Compact Fluorescent 2:A4:6"DOWNLIGHT/Triple 4-pin 42W/Electronic 1 12 42 504 Compact Fluorescent 3:A5:4"DOWNLIGHT/Triple 4-pin 26W/Electronic 1 18 31 558 Incandescent 2:B1:SHOWER/Incandescent 75W 1 11 75 825 Incandescent 3:B2:STEAM RM/37W FLOOD 1 10 37 370 Incandescent 4:C1,C2,C3:LOW VOLTAGE ACCENT/37W 1 38 37 1406 Incandescent 5:DL-100:CHANDELIER/Incandescent 25W 1 1 225 225 Incandescent 6:DL-101:PENDANT/Incandescent 25W 3 1 180 180 Incandescent 7:DL-103:SCONCE/Incandescent 40W 1 6 40 240 Compact Fluorescent 4:OL-104:FITNESS FLUORESCENT/Quad 2-pin 26W/ 4 14 106 1484 Electronic Page 3 of 4 _ • '� Compact Fluorescent 5:DL-105:WALL SCONCE/Quad 2-pin 18W/Electronic 2 16 36 576 Incandescent 9:DL-107:SPA SCONCE/Incandescent 25W 4 2 100 200 Compact fluorescent 6:DL-108:SPA CEILING/Quad 2-pin 18W/Electronic 2 2 36 72 Incandescent 10:DL-109:SPA CHANDELIER/Incandescent 60W 5 1 300 300 Compact Fluorescent 7:DL-111:LOCKER RM FLUORESCENT/Twin Tube 1 16 26 416 24/26/27W/Electronic incandescent 11:DL-112:LOUNGE WALL SCONCE/Incandescent 25W 3 2 75 150 Compact Fluorescent 8:DL-113,DL-113EM:LOBBY CEILING/Twin Tube 18W/ 4 15 72 1080 Magnetic Compact Fluorescent 9:DL-115:TREATMENT RM/Quad 2-pin 26W/Electronic 1 44 31 1364 Incandescent 12:DL-116:RETAIL PENDANT/Incandescent 40W 1 2 40 80 Incandescent 17:DL-117:LADIES LOUNGE/Incandescent 50W 6 1 300 300 Compact Fluorescent 10:DL-120:FITNESS RESTRM/Quad 2-pin 26W/ 2 2 52 104 Electronic T8/T12 Fluorescent 1:F1,F1 EM:46"SINGLE LAMP STRIP/28W T5/ 1 14 36 504 Electronic T8/T12 Fluorescent 2:F2,F2EM:46"SINGLE LAMP STRIP/28W T5/ 1 8 36 288 Electronic T8/T12 Fluorescent 3:F3:SINGLE STRIP/48"T8 32W/Electronic 1 12 41 492 T8/T12 Fluorescent 4:F4:46"SINGLE LAMP STRIP/28W T5/Electronic 1 8 36 288 T8/T12 Fluorescent 5:F5:8'STRIP/55W T5/Electronic 2 2 132 264 T8/T12 Fluorescent 6:F6:4'STRIP/Other/Electronic 1 2 70 140 HID 1:F7:CEILING WASH/Metal Halide 70W/Electronic 1 6 82 492 TS/T12 Fluorescent 7:F8:RETAIL CASE FIXTURE/28W T5/Electronic 1 12 36 432 Incandescent 13:G2:UPLIGHT/37W FLOOD 1 10 37 370 T8/T12 Fluorescent 8:J4:STRIP/48"T8 32W/Electronic 2 6 64 384 TS/T12 Fluorescent 9:JS,J8EM:8'TANDEM/48"T8 32W/Electronic 4 7 128 896 TS/T12 Fluorescent 10:K,KEM:4'WRAP/48"T8 32W/Electronic 2 11 64 704 T8/T12 Fluorescent 11:K1:4'UPLIGHT/48"TS 32W/Electronic 1 7 32 224 T8/T12 Fluorescent 12:K2:3'UPLIGHT/36"TS 25W/Electronic 1 6 25 150 T8/T12 Fluorescent 13:MEM:STAIR WALL BRACKET/48"T8 32W/Electronic 2 1 64 64 Incandescent 14:N:PIT LIGHT/Incandescent 60W 1 3 60 1 SO T8/T12 Fluorescent 14:R,REM:2x4 TROFFER/48"T8 32W/Electronic 3 13 96 1248 T8/T12 Fluorescent 15:R1,R1 EM:2x4 TROFFER/48"T8 32W/Electronic 2 47 64 3008 Incandescent 15:T:UNDERCONTER/24V 10W 8 1 80 80 Incandescent 15 copy 1:Ti:UNDERCONTER/24V 10W 4 3 40 120 Total Actual Watts= 22866 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 23188 Total Actual Watts= 22866 Project Compliance= 322 !- . . .- � . .s- Page 4 of 4 REVIEWED BY Permit# �i�� 200� Permit Date COIORADO INSPECTION AGENCY COMcheck Software Version 3.1 Release 1 - Envelope Compliance Certificate 2003 IECC Report Date:04/05/06 Data filename:P:�2001-134-03�ADMIN\Mech_A\Elite\Lodge and Spa.cck Section 1: Project Information Project Title: Construction Site: Owner/Agent: Designer/Contractor: Section 2: General Information ,�sc, ;o 0`.� •�� d ;.. . � Building Location(for weather data): Vail,Colorado `°;'��,�� ,� ,� ��f�r ClimateZone: 15 ;, " ~�� .�,�t"� Heating Degree Days(base 65 degrees F): 9248 �� y. � H`r, � Cooling Degree Days(base 65 degrees F): 4d "= •� F� Project Type: Addition m 22 ; Glazing Area Percentage: �g�/, • : :s,�a: Buildina Tvoe Floor Area � •!_;�` Hotel Function 18060 " �' ° �� ° �'J' ?�, •e�s • ��?;.��.. ,.•��Z`�iII f��z4�'�'! �................e Section 3: Requirements Checklist �,p� � � 200fi ..- �- . . .- ..- Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or R-Value R-Value U-Factor U-Factor Perimeter Roof 1:Non-Wood JoisURafter/Truss 2420 38.0 16.0 0.023 0.045 Comments:Super-insulated roof. Roof 2:Structural Slab 7030 -- 38.0 0.025 0.045 Comments:Roof w/landscaping above. Exterior Wall 1:Solid Concrete or Masonry>8",Furring:Metal 4940 0.0 16.0 0.055 0.064 Window 1:Metal Frame with Thertnal Break:Double Pane,Clear, 874 -- — 0.300 0.520 SHGC 0.37 Basement Wall 1:CMU<=8"with Empty Cells,Furring:Metal,Wall Ht 3520 0.0 0.6 0.333 0.087 10.0,Depth B.G.10.0 Floor 1:Slab-On-Grade:Unheated 494 — -- — — (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage,Component Certification,and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. ❑ 4. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. ❑ 5. Cargo doors and loading dock doors are weather sealed. ❑ 6. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight Page 1 of 8 assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. � ❑ 7. Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq.ft.in area. ❑ 8. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement:The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck Version 3.1 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. � rincipal Envelope e 'gne Name Signature Date Project Notes: Previously saved project information: �Q��, oF eota�q Vail's Front Door Spa and Lodge � Q� Vail,CO ABS Consultants,Inc. 1530 16th Street,Suite 400 Denver,CO 80202 Edwin G.Homfeck 081 Mechanical Project Manager � � tis�.� A�c��`� Page 2 of 8 Permit# Permit Date COMcheck Software Version 3.1 Release 1 Mechanical Compliance Certificate 2003 IECC Report Date:04/05/06 Data filename: P:�2001-134-03WDMIN\Mech_A\Elite\Lodge and Spa.cck Section 1: Project Information Project Title: Construction Site: OwnedAgent: Designer/Contractor: Section 2: General Information Building Location(forweatherdata): Vail,Colorado Climate Zone: 15 Heating Degree Days(base 65 degrees F): 9248 Cooling Degree Days(base 65 degrees F): 44 Project Type: Addition Section 3: Mechanical Systems List uanti System Type&Descri tp ion 34 HVAC System 1:Heating:Hydronic or Steam Coil,Hot Water/Cooling:Hydronic Coil,Capacity<65 kBtu/h, � Water-Cooled Condenser/Single Zone 1 HVAC System 2:Heating:Hydronic or Steam Coil,Hot Water/Single Zone 8 HVAC System 3:Heating:Unit Heater,Hot Water 5 HVAC System 4:Heating:Unit Heater,Electric 1 Plant 1:Heating:Hot Water Boiler,Capacity>=600 kBtu/h,Gas/Cooling:Water Chiller,Capacity>=50-<150 tons,Condenser Water-Cooled,Standard Centrifugal Chiller:leaving chilled water temperature=44.0 deg.F, entering condenser water temperature=85.0,condenser flow rate=3 gpm/ton,with Centrifugal Fan Cooling Tower 1 Storage Water Heater 1:Service Water Heater w/Circulation Pump Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ❑ 1. Balancing and pressure test connections on all hydronic terminal devices ❑ 2. Separate hot and cold water supply and retums ❑ 3. Multiple boilers must have automatic controls that sequence operation with load ❑ 4. Single boiler>500 kBtu/h input capacity must have a multistaged or modulating bumer ❑ 5. Two-pipe changeover heating/cooling controls must have:a)15 degrees F deadband where boiler and chiller can not operate,b)allow operation in either heating or cooling for at least 4 hrs.and c)prevent difference between heating and cooling set points greater than 30 degrees F Requirements Specific To: HVAC System 2 : ❑ 1. Balancing and pressure test connections on all hydronic terminal devices Requirements Specific To: HVAC System 3 : ❑ 1. Balancing and pressure test connections on all hydronic terminal devices Page 3 of 8 ' Requirements Specific To: HVAC System 4 : Requirements Specific To: Plant 1 : ❑ 1. Equipment minimum efficiency:Boiler Thermal Efficiency>=75%Et ❑ 2. Equipment minimum efficiency:Chiller:COP>=5.00,IPLV=5.00 ❑ 3. Newly purchased heating equipment meets the efficiency requirements-used equipment must meet 80%Et @ maximum capacity ❑ 4. Closed-circuit cooling tower has:a)automatic bypass valve for condenser water loop or b)dampers that shut-off air flow through the cooling tower ❑ 5. Open-circuit cooling tower has automatic bypass valve for condenser water loop ❑ 6. Open-circuit cooling tower with heat exchanger must have automatic shut-off controls for cooling tower ❑ 7. Cooling tower pertormance>20.0 gpm/hp ❑ 8. Systems with multiple boilers have automatic controls capable of sequencing boiler operation ❑ 9. Hydronic heating systems comprised of a single boiler and>500 kBtu/h input design capacity include either a multistaged or modulating burner ❑ 10. Air cooled condenser and cooling tower fan motors>7.5 HP equipped with multiple-speed motors or single speed motors and variable speed drives Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 1997 ASHRAE Fundamentals ❑ 2. Plant equipment and system capacity no greater than needed to meet loads - Exception:Standby equipment automatically off when primary system is operating - Exception:Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature controi device per system ❑ 4. Minimum one humidity control device per installed humidification/dehumidification system ❑ 5. Thermostatic controls has 5 degrees F deadband - Exception:Thermostats requiring manual changeover between heating and cooling ❑ 6. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override,10-hour backup - Exception:Continuously operating zones - Exception:2 kW demand or less,submit calculations ❑ 7. Automatic shut-off dampers on exhaust systems and supply systems with airtlow>3,000 cfm ❑ 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ 9. R-5 supply and retum air duct insulation in unconditioned spaces R-8 supply and retum air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception:Ducts located within equipment ' - Exception:Ducts with interior and exterior temperature diffeFence not exceeding 15 degrees F. ❑ 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification ❑ 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ 12. Hot water pipe insulation:1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in.Chilled water/refrigeranUbrine pipe insulation:1 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in.Steam pipe insulation:1.5 in.for pipes<=1.5 in.and 3 in.for pipes>1.5 in. - Exception:Piping within HVAC equipment - Exception:Fluid temperatures between 55 and 105 degrees F - Exception:Fluid not heated or cooled - Exception:Runouts<4 ft in length ❑ 13. Operation and maintenance manual provided to building owner ❑ 14. Balancing devices provided in accordance with IMC 603.15 ❑ 15. Hot water distribution systems>=600 kBtu/h must have one of the foilowing:a)controls that reset supply water temperature by 25%of supply/retum delta T b)mechanical or electrical adjustable-speed pump drive(s)c)two-way valves at all heating coils d)multiple-stage pumps e)other system controls that reduce pump flow by at least 50%based on load-calculations required ❑ 16. Chilled water distribution systems>=600 kBtu/h must have one of the following:a)controls that reset supply water temperature by 25%of supply/retum delta T b)mechanicai or electrical adjustabie-speed pump drive(s)c)two-way valves at all heating coils d)multiple-stage pumps e)other system controls that reduce pump flow by at least 50%based on load- calculations required ❑ 17. Newly purchased service water heating equipment meets the efficiency requirements ❑ 18. Water heater temperature controls: 110 degrees F for dwelling units or 90 degrees F for other occupancies ❑ 19. Hot water distribution systems>=300 kBtu/h must have one of the following:a)controls that reset supply water temperature by 25%of supply/retum delta T b)mechanical or electrical adjustable-speed pump drive(s)c)two-way valves at all heating coils d)multiple-stage pumps e)other system controls that reduce pump flow by at least 50%based on load-calculations required ❑ 20. Chilled water distribution systems>=300 kBtu/h must have one of the following:a)controls that reset supply water temperature by 25%of supply/return delta T b)mechanical or electrical adjustable-speed pump drive(s)c)iwo-way valves at all heating coils d)multiple-stage pumps e)other system controls that reduce pump flow by at least 50%based on load- calculations required Page 4 of 8 ❑ 21. Stair and elevator shaft vents are equipped with motorized dampers � ❑ 22. Three-pipe systems not used Section 5: Compliance Statement Compliance Statement:The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck Version 3.1 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. ��+Y Wa'tx'oy '�y� �t/�� 3 06 Principal Mechanical Designer-Name Signature Date Page 5 of 8 COMcheck Software Version 3.1 Release 1 - - Mechanical Requirements Description 2003 IECC Report Date: Data filename:P:�2001-134-03WDMIN\Mech_A\Elite\Lodge and Spa.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 : 1. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. 2. Fan system terminal units must have separate hot and cold water supply and retum piping. 3. Multiple packaged boilers must have automatic controls capable of sequencing the operation of the boilers. 4. A single boiler with>500 kBtu/h input capacity must have a multistaged or modulating bumer. 5. Two-pipe changeover heating/cooling controls must:a)allow a deadband between changeover from one mode (heating/cooling)to the other of at least 15 degrees F outside temperaturesb)allow operation in one mode(heating/cooling)for at least 4 hours before changing over to the other modec)allow heating and cooling supply temperatures at the changeover point to be no more than 30 degrees F apart. Requirements Specific To: HVAC System 2 : 1. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. • Requirements Specific To: HVAC System 3 : 1. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. Requirements Specific To: HVAC System 4 : Requirements Specific To: Plant 1 : 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency:Boiler Thermal Efficiency>=75%Et 2. The specified heating and/or cooling equipment is covered by ASHRAE 90.1 Code and must meet the following minimum efficiency:Chiller:COP>=5.00,IPLV=5.00 3. The specified heating equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed ASHRAE 90.1 Code requirements for equipment e�ciency.Used equipment must meet 80%Et @ maximum capacity. 4. Closed-circuit cooling tower has either an automatic bypass valve for condenser water loop or dampers that shut-off air flow through the cooling tower. 5. Open-circuit cooling tower has automatic bypass valve for condenser water loop. 6. Open-circuit cooling tower with heat exchanger must have automatic shut-off controls for cooling tower. 7. New equipment of this type must have a performance rating of 20.0 gpm/hp in accordance with CTI ATC-105 and CTI STD-201. 8. Systems with multiple boilers have automatic controls capable of sequencing the operation of the boilers. 9. Hydronic heating systems comprised of a single boiler and>500 kBtu/h input design capacity include either a multistaged or modulating burner. 10. Each fan motor of 7.5 hp or larger in a separate piece of heat rejection equipment must have the capability to operate that fan at two-thirds of full speed or less,and must have controls that automatically change the fan speed to control the leaving fluid temperature or condensing temperature/pressure of the heat rejection device. Page 6 of 8 ' Generic Requirements: Must be met by all systems to which the requirement is applicabie: 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or cooling is provided). - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc)have an accessible 2-hour occupant overrided)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a)Supply and retum air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics, crawl spaces,unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. - Exception:Duct insulation is not required on ducts located within equipment. - Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181 B. - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows:Hot water piping for heating systems:1 in.for pipes <=1 1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter.Chilled water,refrigerant,and brine piping systems:1 in.insulation for pipes<=1 1/2-in.nominal diameter 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter.Steam piping:1 1/2 in.insulation for pipes<=1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/2-in.nominal diameter. - Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment. - Exception:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. - Exception:Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb)equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field�etermined set points must be permanently recorded on control drawings,at control devices,or, for digital control systems,in programming commentsd)complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device.Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 15. Hot water distribution systems with total system capacities of 600 kBtu/h and greater must have controls that:a)automatically reset the hot water supply temperature,based on heating load,by at least 25%of the design supply-to-retum water temperature difference orb)reduce pump flow by at least 50%of design flow rate by using-adjustable-speed drive(s)on pump(s�multiple-stage pumps allowing at least 1/2 of the total pump horsepower to be automatically tumed off-control valves designed to modulate or step down and close as a function of load-other approved means(supporting documentation or calculations must be submitted). Page 7 of 8 16. Chilled water distribution systems with total system capacities of 600 kBtu/h and greater must have controls that:a) � automatically reset the chilled water supply temperature,based on cooling load,by at least 25%of the design supply-to-return water temperature difference orb)reduce pump flow by at least 50°/a of design flow rate by using-adjustable-speed drive(s)on pump(s)-multiple-stage pumps allowing at least 1/2 of the total pump horsepower to be automatically tumed off-control valves designed to modulate or step down and close as a function of load-other approved means(supporting documentation or calculations must be submitted). 17. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed ASHRAE 90.1 Code.New service water heating equipment can be assumed to meet these requirements. 18. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling units and 90 degrees F for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110 degrees F. 19. Hot water space-heating systems with a capacity exceeding 300 kBtu/h supplying heated water to comfort conditioning systems must include controls that automatically reset supply water temperatures by representative building loads(including return water temperature)or by outside air temperature.Exceptions:-Where the supply temperature reset controls cannot be implemented without causing improper operation of heating,cooling,humidification,or dehumidification systems.-Hydronic systems that use variable flow to reduce pumping energy. 20. Chilled water space-cooling systems with a capacity exceeding 300 kBtu/h supplying chilled water for wmfort conditioning systems must include controls that automatically reset supply water temperatures by representative building loads(including return water temperature)or by outside air temperature.Exceptions:-Where the supply temperature reset controls cannot be implemented without causing improper operation of heating,cooling,humidification,or dehumidification systems.-Hydronic systems that use variable flow to reduce pumping energy. 21. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use.Exceptions:-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.-Ventilation systems serving unconditioned spaces. 22. Hydronic systems that use a common return system for both hot water and chilled water must not be used. Page 8 of 8 r „.: COLORADO INSPECTION AGENCY Vail's Front Door- Lodge and Spa HVAC Load Analysis for ��E I �� 0��r��,� H�.!"!L� J.w�A�� Prepared By: Tuesday,April 04,2006 ,, � ;.:., _,.. ._,.__ ,,:- . ,,,,:, �ic�rr' � m�h",��r., ,�,.. �, � � �. ,: . �. �... � s�:� 7 a�� ._ � . :: < � _ ..eto �n�n , �� „�� 't ,�,: ;�� , � - ` -= ��.� �.� � �.��"��l�/�, �i� � .. �. � Genera/ Project Data lnput _ __ _ _ __ :. �,_ .�.�� _ �. Project file name: P:�2001-134-OOWDMIN\Mech_A\lodge and spa Ioads.CHV Project title: Vail's Front Door- Lodge and Spa Designed by: egh Project date: 7/23/03 Weather reference city: EAGLE, COLORADO, USA Barometric pressure: 22.056 in.Hg. Altitude: 8200 feet Latitude: 40 Degrees Mean daily temperature range: 36.1 Degrees Starting &ending time for HVAC load calculations: 1am- 12am Number of unique zones in this project: 48 Calculations performed: Both heating and cooling loads Lighting requirements: 2.00 Watts per square foot Equipment requirements: 0.00 Watts per square foot People sensible load multiplier: 275 Btuh per person People latent load multiplier: 475 Btuh per person Zone sensible safety factor: 5 % Zone latent safety factor: 0 % Zone heating safety factor: 10 % People diversity factor: 100 % Lighting profile number: 0 Equipment profile number: 0 People profile number: 0 Building default ceiling height: 10.00 feet Building default wall height: 10.00 feet hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 C C C C C C C C C C C C C C C C C C C C C C C C 2 C C C C C C C C C C C C C C C C C C C C C C C C 3 C C C C C C C C C C C C C C C C C C C C C C C C 4 C C C C C C C C C C C C C C C C C C C C C C C C 5 C C C C C C C C C C C C C C C C C C C C C C C C 6 C C C C C C C C C C C C C C C C C C C C C C C C 7 C C C C C C C C C C C C C C C C C C C C C C C C 8 C C C C C C C C C C C C C C C C C C C C C C C C 9 C C C C C C C C C C C C C C C C C C C C C C C C 10 C C C C C C C C C C C C C C C C C C C C C C C C P:�2001-134-OOWDMIN\Mech_A\lodge and spa Ioads.CHV Tuesday,April 04,2006, 2:55 PM �n ..:. r- ... �� ,i,-,_z:�. - • x� , .�., .. � � .: �. _: " �_,.;; ;�,. �;�� ,��;tt: a,�. ,,�,\Bil. ��_, i �'�' � �..�_- �. � � ��-_ � -..__ __:1 h, :y; �� .� ;;� �-_ d�v� '�u�.....,��'�', �� ;.� ..v, �:;_ �h�'u� .� �`� - � ��' � "� ��3Y@� .�r{�._.:: •`��'�<, � �?;x.; "` ..�,.<.:z'yi;€„�f.r/°,y,,,�� Genera/ Project Data lnput (cont'd) , __ .0� � . _ _�.. _ Design Outdoor Outdoor Indoor Indoor Grains In/Outdoor Month Dry Bulb Wet Bulb Rel.Hum Dry Bulb Diff Correction August 90 60 50% 75 -30.88 -10 Winter -20 72 Roof ASHRAE Roof Dark Susp. No. Roof# U-Fac Color Ceil 1 13 0.050 No Yes Wall ASHRAE Wall Wall No. Group U-Fac Color 1 A 0.060 M Glass Summer Winter Glass Interior Interior No. U-Factor U-Factor Shd.Coef. Shading Shd.Coef 1 0.300 0.300 0.430 3 0.000 P:�2001-134-OO�ADMIN\Mech A\lodge and spa Ioads.CHV Tuesday,April 04,2006, 2:55 PM • � � �( _ �.+�ac�s C 1 ~ � �`shnt�f/ '' t'�at��rc��x j 5, � ry/�b� ,�y � : Y��Z4 : �\ - X!s/- °2 � _ � y � b��c'�� a�:�� 'L �,"'- �a v. . // �Y .'� �� '�: ,� ^?, .'E r'� /e �i' � � ..::.. ��-- _ �a.. �� _ S `.'sa'w�au S {... .��.�'�.'� �.o,� „<'.�.. .�,�� y.....�.` � ,..i,..;.�,�.�,,.;.,,, ,.,., ....`:r ��, .r-. ..::i''�i:a�-- t�, ,i.,..,, ��. ..�r/r!�/��"�>.r� Building Envelope Report � - - Roof 1 2,420.0 0.0 2,420.0 � 0.050 121.000 0.050 Tot.Roof 2,420.0 0.0 2,420.0 N/A 121.000 0.050 Wall 1 4,940.0 874.0 4,066.0 0.060 243.960 0.060 Tot.Wall 4,940.0 874.0 4,066.0 N/A 243.960 0.060 Glass 1 874.0 N/A 874.0 0.300 262.200 0.300 Tot.Glass 874.0 N/A 874.0 N/A 262.200 0.300 _._._. _ __.... Totals 7,360.0 627.160 0.085 N 500.0 48.0 452.0 0.060 0.300 0.430 NE 0.0 0.0 0.0 0.000 0.000 0.000 E 540.0 26.0 514.0 0.060 0.300 0.430 SE 240.0 0.0 240.0 0.060 0.000 0.000 S 1,380.0 544.0 836.0 0.060 0.300 0.430 SW 0.0 0.0 0.0 0.000 0.000 0.000 W 2,280.0 256.0 2,024.0 0.060 0.300 0.430 NW 0.0 0.0 0.0 0.000 0.000 0.000 Totals 4,940.0 874.0 4,066.0 0.060 0.300 0.430 P:�2001-134-OOWDMIN\Mech_A\lodge and spa Ioads.CHV Tuesday,April 04, 2006,2:55 PM ' '� � a� y� �'�',�►��. f��atio�r ��s�'%��. ,�� ' ��! �.� _ � i �� 9�� 'rv°� aI ��`s�#��j^�� -�� `�` : �C� _. �a � e �.� � 3 � �. ,��;i'.+�'��'��_ n_�� :-:�.Z.._.: �,�.a�ax�.......?..w� ,d��.��....... .. ��.��,'i,l. .�i:��', ,r,..t . .r.r.��..a\•.y fl �fs .��:>, �y ��'. _... _ X __ �� Building Summary Loads Building peaks in August at 2pm. �_,._._ , _ - __ __. Roof 2,420 12,245 3.18 0 -70 -70 -0.02 Wall 4,066 24,689 6.41 0 1,135 1,135 0.32 Glass 874 26,535 6.89 0 39,500 39,500 11.12 Floor Slab 0 0 0.00 0 0 0 0.00 _ . _ __ __ __ __ _..... _ Skin Loads 63,469 16.48 0 40,565 40,565 11.42 _ __ __ __ _ Lighting 33,720 0 0.00 0 120,810 120,810 34.02 Equipment 9,060 0 0.00 0 32,460 32,460 9.14 People 205 0 0.00 91,042 59,098 150,139 42.28 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 4,393 0 0.00 32,285 121,103 153,387 43.20 Heat. Pret. 4,393 262,281 68.09 0 0 0 0.00 Cool. Vent. 4,393 0 0.00 -71,053 -71,237 -142,290 -40.07 Heat. Vent. 4,393 59,450 15.43 0 0 0 0.00 Cool. lnfil. 0 0 0.00 0 0 0 0.00 Heat. lnfil. 0 0 0.00 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 0 0 0.00 Blow-Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 385,200 100.00 52,273 302,798 355,071 100.00 ___._. _......_ _.. _.. ___ _ Ventilation 59,450 15.43 -71,053 -71,237 -142,290 -40.07 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 262,281 68.09 32,285 121,103 153,387 43.20 Zone Loads 63,469 16.48 91,042 252,932 343,974 96.87 Plenum Loads 0 0.00 0 0 0 0.00 Fan & Duct Loads 0 0.00 0 0 0 0.00 Building Totals 385,200 100.00 52,273 302,798 355,071 100.00 Total Building Supply Air(based on a 20°TD): 15,925 CFM Total Building Vent.Air(27.58%of Supply): 4,393 CFM Total Conditioned Air Space: 18,060 Sq.ft Supply Air Per Unit Area: 0.8818 CFM/Sq.ft Area Per Cooling Capacity: 610.3569 Sq.ft/Ton Cooling Capacity Per Area: 0.0016 Tons/Sq.ft Heating Capacity Per Area: 21.33 Btuh/Sq.ft Total Heating Required With Outside Air: 385,200 Btuh Total Cooling Required With Outside Air: 29.59 Tons P:\2001-134-OOWDMIN\Mech_A\lodge and spa Ioads.CHV Tuesday,April 04,2006,2:55 PM JAN/18/2008/FRI 04: 55 PM N�CCOG FAX No, 9704681208 P. 001 � ' . � Northw�Ca�orada�Councii-o�F Gov�r�m�n�s. � �� LEVAl'UR PERMIT APPLICAT�QTI To c��,.v�s . From 'permit#— ��Q 1R� 7urtsdic�ton. `��.w�- ��Ur.�� Fax# -- • , Toi�I Fee ��' °�� Date Paid p�#" -- - #°F P�� . Ptan Re�riewed and Approved by�„� . ate Issu�d f� ��- a Z�._. . This r.e�on to ba compteted by NWoCOG Pernnft�xpira'�on aate�- � -4 �( _ � � ** A!1 ttte following must be comp[e'�ed by.�tte eteva�or can�tr�adnr*�� . - � xnac�cura�e,illegib[e ar mtssing informat�on wi[i cause a d�tay in the app[ica�ion process. - - Pta�se complefie � separate applicatlart per oonveyance. '�--- • �uris�iid3an 6ui[ding P�rnait�_"'�_�:��`'�`�_ ,�7a#t Address � i L. �.�1�. i �.. C O ��a�� . Buitding or Homeowner's Name � 'I°► � �..�S ��'D�,� �4b f.� �C�UJ �?---�3 Zv • . . . owner V�i t,, R�e..so Q.--�s �J-�.v e�o�P r�e.x� �n m.�a,nt,.� ---- � . . . .MaiCng Addtess �'�� J f.nC.#�l'�10�:�.K. �t�� V t� n^,. �(? `�.l.b.�.C� . Ph�t1�#� _��O ��-'� � �� . Fdx# �� `2�y" � o��7� � �Elevafiar�an'trac�+�r � S`��1}�.'�` ��V(�t�"Cl f� Malting_Addr�:ss �� '� Q?� �-�-�Q C] �(�4� a �(� ��10 �� - -- . . phone#��Q. ' �J c��- ��G� Fax# ��C�'' ��•� ' �'"-�� CrC� � - ' *Ret't�tt�s 'ra in or.a r for new-i�tal�a�ions anci sbc mantifis fvr aitera�ions* ,�-y-<•��,:• � �New In�alla�ion Unit or Co�ac�# ��'��}'a+��. •�,�t a�iott••(uttft r�trnot be�turned t�servic�e u�Wl/tlsped'ed�rrd appr�v�d by IYWG'G`0►G) , . � aescr�be work�t� t rz�a p�� c1 rc�,Li � ��4 41�' � L-Cc.r,cG(r�.rnS .- . ----- � , ��e�. NOT�C� ' �EW iNSTAI.LATION F�ES .i hexeby aertlfy that I�ave t+ead and e�minect t#�Is appTic,a�att Passe�ger or fretght ete�vabvr,tu�iar�ba�.mav�ng wa[ia � . � `. ancl know tt�e same fio be true and aorrect. AH provisio�is oF Up�o arid'uxiudir►g$5b.000 oF vakration a#�50.00 . . �aws ana oadtnanoes go�retriw�•�ts q►pe vF wortc„v�,,,,„,,.� ov��5o,aoo o�raauation=$3so.00 pius#b.00 ror eadi . ' • .�ompl'�cl v�wtietf�et 5peafi�d be�eln or nat 'Ihe gra�g oF $I,OOQ.00 0l'fiacHor�tE�e.reof ov�er y50,000.U0 a pemllt dves not prestat�e bo g'Ne�uthoriqr i�o vlo[a�e ar tat�qe{ ' " tt�e pr+avisioru aF any att�er stabe or btat law regulatl�rg l.i#t,L7s�mbwaiL•er or p�ivat�a reside�eiev�bor: - ' o�ttie perforinanoe oF cottsEt�tiOn. . Up tio dnd kldUd'u1g$2Q,Q00 oF vak�on�$250.00 over#zo,oaa o�vai�on=�zso.00�tus�.ov far eaa� . . + �.z,)�� $1,0OO.OQ ar fradion tliereof afrec$20,U00.00 ^., , CJ •_ �g re oF aon�racbol'ol'aut�aized agent Dare � • . . • . • -M1�OR ALT'ER/1TION FF�S� • - , . � , Fees fnr rnajor a�i'atiar�s sliaII be as set forth in 1'able 3�4 of t�e � • lhtiFOt�lt AdCrtiruSt�dtiVe Code Ot'Table 1�L S'igndtu�e aE ow[�er �atQ ,� 1�b r.'�(D�, �C� - � Y LUA�'[�ON -e� -� � 3 So .C7 �7 F�evata ptan revlew and fiie(d inspectians w11!be cottducted by t1-tie Nor�hwest Coiorado Gaa�dt af C� � . be�a[warded ta NWCCOG fa reviegrt and appro�rai. Sc#�edule insp�ctions by ovt�tacting the NW a ' 97a-Q68-D295 ext.3.08. Ptease malr�checics payable to iVWCCOG. � � ` ��. JAN/18/2008/FRI 04:55 PM N�CCOG FAX No. 9704681208 P, 002 Date NQrthwest Co[arado Council of Governments To�(.rr�.Q„�� 1_EYA70R PERMrT APPLICATION . �rorn�� Permit�,. �� ' 1°1 Jurisdickion_ 'T��'ttio ��/�-� I Fax# Tata[ �ee �?-��. �� Da�e Pa9d 6 ceipfi# # of pages Plar� Reviewed and ApgraWed by ate Tssuad 1��-�_� This section ko be camg[eted by NWCCaG Permit �7tpiraE�an Date F� ** Ali t�xe following muSt be cample�ed by the elevafor contrac�or ** Tnaccura�e, ilIegible or missittg informat�on wili cause a delay in the application process. Please compiete a separate appli�atian per conveyance. �urisd�ction Building Permit# �.�'� �y ��"��^��. 3ob Address_�.x�/ �`cr�� G�rr Y`�,.-� C� �/� S ? Building ar Hameowner's Name G'"'�--C `..� .��-cs�---.�- �r�-- T��Gx� C C �S � Qwner 1�"� �' ..�.s-�--A_s ��o.�-�...�-�.c-�� Maiiing Address �3� l��=-� ��. �`� . ��-, �'Q �"/� �� . -- Phone# 9;�o— ��'3 ,5� Fax # �� •�'�.S r-- ..��.��SS' �ievator Contractor��..�.��-��.�,v�.,��'��`� Maifing Address ��U• ��x �''�S �e� �� '"� �/� �/ Phone # � 70 ��.�� cS.�,S'S' �ax # ��ra-�- ��r-- S��a ** P�rmits ex ire in one ear far new tnsrallat�ons and six manths for alterafiions ** ,r��- New ins�altation Unit or Contract� --i �'""�� , - Altaration (un,it C�nr�ot be returned t�o servic�unti/inspec�ed and approved by NWCCOGJ Describe W�rk ��,s�� /�?�� .� � ��15�.�� --�--��^ '�:Y,.��- NOTICE N�W INSTALLATION F�ES • I hereby certify that I have read and examined this applicat�on Passeng�r ar freight elevator,lu�la,escalatar,moving walk. and know#he same to be rrue and correct. All provisions of Up to and induding$50,OQ0 of valuat[on=$354.40 laws and ordinances gaveming This type of work will be aver$SU,oUO of valuation= $35Q.00 pl�as$6.00 Por each complied with whether specified herein or not. 'rhe granting of $i,ofl0.00 or fraction thereof over$50,ODO.DD a permtC does not presume to giv authority 6o violate or cancel „ the provisions of any er state r local taw regufatlng Lift,Gurr�bwaiter or private residenoe efevator: s "on or e rmanc consYruction. Up to and including$20,U00 of valuation=$250.04 Dver$20,OQ0 vf valuation= $250.00 plus$3.00 for each '�� $1,0U0.0U or fractio�thereaf over$20,400.00 Signa e contra r or authorized agent Date MAJOR ALT�IZA7IOIY FEES: Fees for major alteratians shall be as set forth in Table 3-A o�t�►e Uniform Administrative Code.or Table 1-A. Signature of awner Date VALUATI�N ��'� ��Q- �`� � � Eievakor plan review and field inspections wlll be conducted by the Not'thwest Calorado Cauncil of Govemments. Plans vyill ' be forwarded tq NWCGOG for revlew and appro�al. Schedule lnspectlons by tontaeting the NWCCOG Elevator Tnspector at 970-45s-oZ95�act 108. P[ease make checks payable to NWCCOG. 0 � ;�-.`�� .. ..r c a�.rma.m.�r u�..s�ooarre. a.�r o.i.�w�s ae�. � a�r�w aoa�wr�a.:�.aaa� .i....oam.as.0�aa - �� w�or�om��o�c _ - � �) rMU��o� t-_ -- " � � M/�y�'h� � 1 � ��a�� i i ai�c�►� � i FIRC T��p � ., � �bSg . � . i i GRI►1�1� �O �7 t�o � � � � ¢t��#�o�� 1 � ,_ i_�_.__.__,_- _ _ - - - - covo�aar 1 �� _. �� u,_�;� `,�� 11._-__---- ; 'st�o�r aar 000rt 1NRH PANIC IWtDMIARE AS a�cur�n. sr�r m oar TO I.oBBY. ` �w�ruN� � aar� u�u oo�c DOq AIO C01bTRUCTqN -a�c � � � � � `� � . n�� ',, ,, ,; APR 2 4 2007 �, '; �; % TOWN OF VAIL1 � :-��y� �� I��e � � � ��,�� .�� , � DATES MODIFlED 08.06.2006 08.14.2006 09.01.2006 09.14.2006 ` i�l��1�1`�►� �►i7ii EXiotlOR 09.19.2006 -- 't,�.` Gt,�,l+tl� �� O'i" i � ?.�p'j _� V � �1 � ��x� �u s naa N ru�or e , �� va � , _,� ;, Pu�m°" S"�t',A-1 tZ 'D�WI O � t ,t; �- --1MrD i�Gt� �•t ' '� �%?2 -�ia t r`x� 1 �` �� _ ,, �yE ------- ', _ � � �- _ . - - �_� ' � ,, `; ' � _ oosrn�c 000�s a, xau-o�, oEV�s ;�;�_ �I � CONNECIID TO F�tE AIARY � TO � YANlfAItED DURfIC OOIISTRUCIION. '�,� .- � �. oc.` - __� _ - —, ' 1 t j nurt scuFO�u . . �--r � ;, , I�C s D < ��..- � ; ND'tf' � , � (�N. µ� �� 1 �� , - g r ,_ ..' , � �vK ��t EXISTING LODGE AT VAIL' dc INT L WING =. � j , � ; � � CONSTRUCTION TYPE: 111,4�(ASSUMED �►� • 50 `` � �7t�tR"�Ni '�'}� +y y��,(� 1KA N �j-' � 1 _. �c-1`6 t,o17�,(� -' ._ Sd�R�r 5ts� , � � � GLO ' ' � f� c�o� o,�� ; - � r, I i�'� 'Sv � �,�� C� �p�R �;��o.� � ) ��pF C 0�p9-9 �Q`� ^;.,# GG . � � �'4 �- � �� " � � �`.: ,. � �� (�/C'� �C, / �� SF. n ra�.G�\'�`y� __ _:___-� ; � �t- ��,u„i� � 50� �D�� _ . � -. o�,w�rs , ` l D PCC' t,Zt2 oosta+c oar �.�. � � '� �b G►S . P�-rahn ; '`I'1 o«��r�rirs � ��. i,4 � v�a ruc�on � c�� D oc�tNC ocrt �� TdP EGRRS STAR � � �G 6�. �`1�' �s• sr� es = aso � � � � «��. __ ___ - -- - -- _ �.�,� � ,� �, � — _ - ' �� =� i �y�. � - � �e =�� . .��i�:�� •i�*1R�i�r4�,�, \. , — � 'HY�De�� c�N � � ��s� ! � ,'�y_c� F.,�..r.,G� (� �¢ �� ! � '��'Vbl�t� 4GG�'35� i ..: r N — y � �3 -� � !-- -- - , ��i �`�- �il�G�rs�`�,(�a�� ` ._o.:r--� f �. P�,�� ,� ��r u�� roiPOrw�v stu�t o�ucnoN w �cco� OF �� «�wwc� t+�w oo�ca�/P�v�u s��co�a�crr+c COVERED PASSAGl1MAr AI� TEYPORARY Et�tESS �� . 3,, �� Noh: ,u� ro e� �vr c� a� � OR COYBUSU�E WiERIALS POST 'NO STORACE ON DQT PATN BY ORtDER OF i0V FNtE oer�nr.• NEW SPA LOWER LEVEL �` a�cu.��rt�aoo�ii CONSTRUCTION PE: IA � ��) Y7p��4 a� E��Y�CC'1 ��J 4� t1�o� — Q,j3� �o� � EMERC CEP01 � ��=30'-0" Y EXITI NG PLAN - M I 15' 0 15' 30' 60' � � � FIRE DEPARTMENT AND EMERGENCY STAGING AREA � OQf AT ONE YAII PIACE PIAZA FFJICE AT C01lSIRUCDON Sw'.AIpG lJlE �," " ii � i 1` , 1 ��s� i a!'t��l• �� - St�Nt �l�j�7 � o$ ! �., � a �� =�o ,y °aC+\u S� IY` U70�7 �' , � . �� ; o �3N i z ' Z � I io I � ,' O o �, � Q a s� � � � o �i Z ° V3, j� � � v 4 J n � � � L� � � o< � � ' :� A : � L �, � HNG INEEflINQ INC. iI - --- --- --_ � $32�VYNO ROM,$lllE 1��/�4VADA��Q 80�01-18i8 I PHOrt 303.1227400 Fwc J03.422TJ00 ,,,� � O o a � � � N b � 5 � � �_._-�--- � � , . rr• . � .._-`,1 �� = �,,�.� �ow�r�r.�,no� 4F A886�LY OOPFE�BJCY R00�� /�1 G C1lf l019 O�Mt 101�i 7N OOOM�S. LL I�II O�C041 wl t e71L L C�II I'OIB 000IA�1v0 t]U dOQ/MR LL�K 00�SL t dl -- �� w�w�ea�ac a� R� � �� r�raN w or. , � EXIIIlqR OQr l� ., , „_.� `- . _ =� oor��oesr � 'sr�r o�r oar 000e NAiH PlllOC HARDWARf�lS � '' REQU�RED. STAFF i0 ExIT .�-� _ ro��eei. ' YAIqiABi A�BLE ROUIE AND EpSTINC DE110 AND COtISIRUCTION 1 � � DATES MODIFlED �8.�6.2�06 08.14.2006 09.01.2006 09.14.2006 � �� 09.19.2006 oar�eove 0�1. 1�. -�tC� �va� - ` P� T � _ o�� t�r� � � fA�II N�GMe 10 lt N1�� 1 L fl�w rlli0l G Z W � z o1O t�°o o I ��i .-?ae o dt�n� eN cW.�io�� z �� 1 � ; �-�,�,ll._- - - " _ r ,____ - I Z � '` '�� ` � ;�� o � - - ` 1 '1 ; _ � � � E)OSiA1G DOORS ON 1101D-oPf7� DEVICES i pQr� OPf7 - l� CONNECTFD TO F�IE ALARY � T TO BE WNt�AYED DURNG C016TtltIC00N. STABt SGFFDLD ��T�M�Jy r 5�► �• � ' �l __-- -.r _ -- ---, � �--a , � �; �Y� � ; , c�. �� wo Ndr �.--� � � �I � � IA - -�- -..�_ _...___.,_ ;_ �v��,�,� , EXISTING LOOGE AT VAIL dc INT'L WING ' B � � 1 � 1 I � ', ; CONSTRUCTION FYPE: IIIA (ASSUMED�� `'� S� � 1 ' ' p ,, � _=� ..._.___ � o��rn��c oar �� Pos�c °°r � ... �. �� t _--� Q �, �osr uaa � � � r..4 C � � P�n� _ �;; ,, oc�urrs � oar � �.� r��-.- .�� dar r�o�v�ruu�aN — � � o �� I Nor-iu�n �Tr e�t,ow. uu a t'�s Pasr weo- �-�.,,,,.. `�� p �� 1, occ�uirs �' - i�-� b STl►tR t�►1 wTt►sat � � A C ��1� .:s: ror Ec�ss sr�w. 1�►'�p �lslZe�s ;, � �,� �y � �ie� ,�� s�ie��;t,_ ♦,:-� 7t s7�ut o.z = 360 5;7 i�4! '�C'N C� � > o � �u _„ �v�- eb ' � tts� . . _ ,� isa �. ,�: 3 A '�` 31 Zo0� �' v ��V r`' � �. ,� - . _ ,s- '� ... �. •� � ' _;�' �� __�L . . .. _..."�"r�� ..�,�,"`.�;t y►+i� � 4 �4 • � ._.�-----Q� ff'— t J � i_. _ �i�� d � .� �t b�, . _ W�PROTECTED COYERED iEYP � _ __o_— �--- -- —g-- -a -- o— _1 P AY AHD iFLPORIW�sn�.: �!� '' �� = t .. . � 1`�0 rZ�'_�`�� /� , -tb ��,�`�Oa . M f°� � "�'�°+�t F.l � � 3� �'? �t- �I,.�t �� NON — NEVV SPA LOWER LEVEL �G� �'$�/TZa CONSTRUCTION TYPE: IA � s Ccro NSr��te� , , ,. ��-f �1 e��V C�j �4c.��rs � . -�_ _ :_ - - - � > � EMERGENCY -- CEP01 � "=30'-0�� ON DQT PATH BY ORDEf�OF o��rr�ur.• ' FIRE DEPARTMENT AND ' � � EMERGENCY STAGING AREA � Ebi AT Olff VAIL �'_ •, � �PIACE PLAU — CE AT COIaiRUC�ON � , �� A � � �� ►�� D�5�n�0 - (PER BO-018 6.14.2006 PEAIIR/ASIB-001) �/ �� wrt►i our m �x�noa oar kour� -••w• ��"'Y q - ��w 15' 0 15' 30' 60' � � ,�� 6�1 T 31� �f'• 2 3• 2s�-7 9 a . = i i i . i �� .� �, �i ' I � � '� � �� i r..� � � i F� i i �. i ��.� ts .�. i i i i i _ . . s � s s i c� � i I I i � A i �� _ �- � �LE�t'—A� .._. s i i�; "'e ►..'. ��-'t� 1..�� A i� t� � � . �a�� d-.I'I •�,�r+ N�o �D t �o 4�•t� � � �� 'D �q.,.. ��1 4. i i i i i � � r° - -�-• �' R o�o►�- �t� fib 'I�LirM 1�11�'� D�� f.�C) . ��'^�y Mrr�i�� i �� 1�►1�1 `-'� P1�1�e�►�f � - '�• t� �oh � �� '� 1i — �, tZ� � Zoro? ! _ �� 1 _ , ., ,_. ..�� _' -- - - a ENGINEERING,INI ._�.�,.. .,aud':(;:qurrrrt S PrincipaVDire� — i420 Ward Road,Suit Arvada,Colorado 80C KI��'�c. '. G►r�-�'�. P7A rZ/L1�1 fi'b p'1�1.�V a"�fi' ��' � �t� T� t.oW�C�. ��- '1'�.�tt�. � �t' �� i� �� c ��9qa P � �N � O �. , � � �r � � �7 � _ �,�,F�`� \��c, �� `,�,c, �F n �,G`� " ,�`:.J ;� `'�'•23-'�vi teve Rondinelli, AIA :tor of Fire Protection and Life Safery e 200 303-422-7400 ext.283 02-1838 Fax:303-422-7900 e-mail:srondinellir�?bcer.com Cel I:303-H07-33?1 _ _ � ..�r ..� � .. � � # � a ' i � i ` a �� i� �_;;I ►1 ��1 � i i � � � ---- + � � �� .� _ �.a � i • I �� . �y �� i it �� r+� �► ��T�'�1 �� , � ct� � � �� _ � - �T6 �o D� � �6�ccss ��, #'��st� � � Y� �' � �� - �O�Z�� z`o '� c:,�. .� � •.�: ;�� :� � ,,�.,,.;;.::� .-, '+�i�'�.i�I►� , ,i:i � _ � ; - ,_ ,__, 1 �� . � . � ` � • i� • � . ' %�'�LS `Z�D y �..�?1�� l�`� . . �- �v t� �j '�5�. rZ �xtrs � �w�.tN�+I w,�� 1� -� �M�t.Q`� s�sE, y-�°t�0 7 EM�L • �,c�,c�P�-� ��j7 ��,+�1i�'L • . �pF C0�p9 � s _ 90 0 � * � �� \�% �'� , 1 , � � ��i \ \ ��F� A��`�� --._r �{• Z3•Zo�s ? ENGINEERIIVG,INC. L�v�IrnGiP rhfuuqh�[uqintrnuy Steve Rondinelli, AIA Principal/Director of Fire Protection and Life Safety 5420 Ward Road,Suile 200 303-422-7400 ext.2H3 Arvada,Colorado 8U002-1838 Fax:303-422-7900 e-mail:srondinelliflbcer.com Cell:303-807-3321 i � � � . � i i . � i � � . i �� F J � �r— � i �L� � L J i � i i � f"�!r1 s � �� — � � � � L ._.._., _ � .� � w i S � � i ,� � . • � ,� +.� _ . i i � � . � i � � � _ � i. :� � �.•.• � a,� — � �Ct°i"• I,�►'t�'� ��i'Sr�'s ,�,A N � �� 1 GB Kjj1'tt.y�,f�R o.� �t � �� - e�z�1� -► �STAi� 4�2�. - / � ii � � � �� i''I g , �,►""'� � �i�S S t�t Q '� '�, r!' �'�4� sr,�t� Not- ,av�,;t�� t01vr1 N 't'a GiZ►t�, : � �� G'rrwc'D �j2o jd, �� c��9 '` 90 � �r��N o � '� �' `��47 � ,�� \�`��s \��G �� AR�� e.Y.�'3-zov� Y.-- - --- l ENGINEERING,INC. ir�idn��h yr IF�rtni,�it�(rrqmtrnn�� Steve Rondinelli, AIA Principal/Director of Fire Protection and Life Safety 5420 Ward Road,Suite 200 303-422-7400 ext.?83 �rvada,Colorado 80002-1 A38 Fax:303-422-7900 e-mail:srondinelli@bcer.com Cell:303-807-3321 0 ��' ...�""' � � �� 'fi�w+ �, ��'�r �,� �� ,�. � 'b t CL�C�' �GGt,G,�'I�e,�� .ccyy �o w�1 � �o �� , fouptH ��oat (�va. �z�) � �11�1�%� �lo�S�s �.�o`� � �� 5.• �Ns�� -� - � j �co � �o, �� t'?�Z•o� � "�,�+� ��Ig • � ? .� - -� 2 N� �i r �► Tz �t r-t� �„ �v � ph ��L . . _ _m., I+�t T T'b y s �►i rc �v��r'tz�tt� ��1 1��r r�• C��- . ��'� ��i.N� �� e�- C,�l� t«�.�P �� b!K-!�u" ALr.�.•P�� '�O 0't ' ' tZ.�1�.c ��oF co�o� 9 c�P �EPNEN O � � � 202547 ,` , v = � � c�,�SF G�\��, D AR �_�_ �Y• z�•�7 ENGiNEERING,(NC. _ra:�rnln��9rJUp�1 1.;;.l:rn`rnniJ Steve Rondinelli,AIA Principal/Director of Fire Protection and Life Safety 5420 Ward Road,Suite?00 303•422-7400 ext.283 Arvada,Colorado 80002-183II Fax:303-422-7900 e-mail:srondinelliQbcer.com Cell:30:i-H07-3321 C�11� vEC� �c� w� N'v'T�: �►v��- tD�s�t'�t�-�. ��'Zi"7� '�S �o r ni T '�� -�v v a-�w' �J �- l � v � � c �`b�t t�, �rlt'0 � �t�� rL - S'1'�II�-. �t� ��"�+� A.z i� Itll � �� . ��. � ..�: � , '.1�. � !�' w'G' � ��, .w �� 4 � 1� • 2.� ��C1r �o�/rJ � 4w � � CNo�. Sµ�rcc q� r-� r� Q� �t-�t�-�, -4-{ ,, - �,12�� ,cTv. I�o�G E ��s pc,a�,,, f� 1c t�►s� � �0 N S t1ZN C-'C'1 n� ENGINEEItING,�, _�,::6r,j�;p'•.� +:l:rlUirrnny Steve Rondinelli, AIA Principal/Director of Fire Protection and Life Safety 5420 Ward Road,Suile 200 303-422-7400 ext.?83 Arvada,Colorado 80002-183A Fax:303-422•7900 e-mail:srondinelliotxer.com Ceil:303-807-3321 /� � CO�o� � �Q' 90 � FN O +r �� r, .�. °�r �. �c:a��/ ��/C� �� !�s ,�N� �i�� C A f� � �•Z3•� � ��r ��, �� . . i �. 3�.. �� i � �. ��i�, � �. . Department of Community Deve%pment Building Safety and Inspection Services 75 South Frontage Road �ail, Co%rado 81657 970-479-2138 FAX 970-479-245Z www.vailgov.com TEMPORARY CERTIFICATE OF OCCUPANCY lst TCO 03/11/08 Section 110.3 of the 2003 edition of the International Building Code (IBC), as adopted by the Town of Vail, reads as follows: ''The Building Official is authorized to issue a temporary certificate of occupancy before the completion of the entire work covered by the permit, provided that such portion or portions shall be occupied safely. The building official shall set a time period during which the temporary certificate of occupancy is valid" In accordance with the provisions noted above, the building constructed under Town of Vail Building Permit # B06-0019 and known as Building B/Spa, located at 174 Gore Creek Drive Vail, Colorado, has been found to be in substantial conformance with the minimum requirements of the Town of Vail il �n Code and visions of Section 110.3 of the 2003 International Building Code (IBC) as adop he wn, a is hereby authorized for use and occupancy on a temporary basis. `- ��l va ' / // D � � �-��s .�/ / Ch . Date Acknowledgement b Date hief Building O icial, (print name) O � /� n o � , olorado Owner or Representativ 11 Ac edgement by D te (print name) � ��— General Contractor �� Areas approved for occupancy: Rooms 108,114,115,116,118,116,177,180,185,186,187,188,189,190,191,193,194,195,196,197,198 1 A Final Certificate of Occupancy is required to be obtained for Building Permit#B06-0021 by October 1, 2008. 2 Any violation of the terms of the Temporary Certificate of Occupancy will result in revocation of occupancy per IBC 110.4. F:\cdev\Building\Cert of Occ Temp\Frontdoor B B06-0019.TC0.2008.DOC TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 • 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0019 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'B' Applied . . : 02/]0/2006 Parcel No...: 210108278002 Issued . . . O1/24/2008 Legal Description: Expires . .: 09/Ol/2009 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 � License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTR.ACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone : 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 IA 203 . 75 16, 900 $3 , 443 , 375 . 00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170 . 56 2, 422 $413, 096 . 32 Totals . . . 16, 576 $7, 965, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 �****rw»*r��****r*+��****+s******sr*�****+r�+r+**►**********+******� FEE SUMMARY ***r�*�r*�rra**r**��r►****�**r*�+�r��+*******�******�**►**** Building------> $31,031.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $62,807.35 Plan Check---> $20,170.15 Recreation Fee--------------> $11,603.20 Additional Fees-----------> $1,372.00 Investigation-> $0.0 0 TOTAL FEES-------------> $62,807.35 Total Permit Fee----------> $64,179.35 W ill Call-----> $3.0 0 Payments-------------------> $64,17 9.3 5 BALANCE DUE---------> $0.00 +*r*******►***r***t�*******�**rr*rs*r***►**++**********r***►**r***�*�►+«+**+�*rs�*t****�*�rr«**r«��*rrr*sr.sx**�*r�**x***+*«�*�**»**�.+.***+��a+* Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full builcling permit pending conditions anc department sign-offs . 03/O1/2007 MROYER Action: DN Revision 3- Stone Veneer support . Comment . to Neha 03,/Ol/2007 . 04/13/2007 MROYER Action: PA Rev. 1- ASI-B005- Rooting moditication. Bi. @ $60 � 05/02/2007 JP Action: DN Correction letter sent addressing temporar� 05/07/2007 jplano Action: AP REV. #4 - APPROVED CHANGES TO STAIR BS05, : PLAN REVIEW DUE, �120 . 00 05/16/2007 jplano Action: AP REV #5 - Approved temporary exit plan tor 1 Vail, 10 hours of plan review due, $600 . 00 total 05/25/2007 MROYER Action: PA Rev. 3/ IR3088 : Stone Veneer Support . - Add: hours : $180 . 00- No additional square footage. 07/09/2007 ep Action: PA Rev. 6/IR4500 : Stair B108 at Lodge revision additional valuation. No plan review fee 09/18/2007 ependley Action: AP Rev. 8/IR5407; approved. No aaaea valuation review fee of $120 . 00 due 09/20/2007 ependley Action: AP Rev. 7/IR5403 ;ASI B-020 approved. No aaaea , Added plan review fee of $60 . 00 due. 09/20/2007 ependley Action: AP Rev. 9/IR5408;Stair BS02 Shop Drawing stamp; valuation. No added plan review fee. 10/22/2007 cdavis Action: DN B06-0019 Cucina Kitchen Temp Egress plans c comments emailed to applicant 10/22/07 10/23/2007 MROYER Action: PA Rev. 10/ IR-5877 : Approved stair shop draw: appropriate stamps only. No additional fees due. 12/18/2007 JPLANO Action: AP STAIR SHOPS FOR B302 APPROVED, NO CHARGE 02/29/2008 cdavis Action: PA Back ot House egress plan approved No addii 06/06/2008 jplano Action: DN ASI B-050 is denied, letter sent 07/11/2008 jplano Action: AP Rev14, ASI B-053 , approved adding ventilat: elevator machine room, No charge Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP 12/14/2006 George Action: PA This is a partial approval to allow tor ch< men' s and women' s spa. No other changes are approved O1/15/2007 George Action: PA This is a partial approval tor a rooting mc 04/12/2007 George Action: PA Revision 1 This is a partial approval to a. addition of cedar shakes. 11/02/2007 GRUTHER Action: AP Rev. 10/ IR-5877 : Approved stair shop draw: 05/20/2008 George Action: PA This is a partial approval tor revisions ac sprinkler heads to Building B Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . 10/22/2007 McGee Action: CR Cucina Kitchen Temp Egress plan. Exit 1 stair not seperated from construction. Exit 2 through Main Stair is open for five stairs . Contractor provided signage is subject to review. Provide specific details . Plan notes indicate backgrounds do not reflect actual conditions . Wait station immediately outside kitchen exit is not shown. Exit width and compre; must be resolved. Provide detail on door hardware exiting the dinning room. Option to exit to Founder' s Plaza was not identitied. Is there a reason the trave. should be extended to the main entry rather than exiting out of the nearest exit? The kitchen door to the International Wing has been historically been blocked ope� show this door is not an exit but it appears to be open to construction. 04/23/2008 JGG Action: AP Approved supplemental - rated tire separat: being moved from west wall to east wall . See ASK B-177 . 05/27/2008 McGee Action: DN B06-0019 Revision to TOV Building Permit ASI B-050 dated 4 30 08 Received by TOV 5 13 08 Delivered to VFD box either late 5/22 or May 23 . Description in Permits Plus "ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE i CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION" Description on Permit App " Adding sprinkler heads & claritication ot egress and E wall & door ratings. " Fire Sprinkler Heads hand drawn on 8 1/2 x 11 . 1 . Stamped by 42/40 but not FPE 2 . No reference to change in door rating. 3 . Changes to fire sprinkler system must be submitted through proper channels a. BCER must review b. Sprinkler contractor must submit on Fire Sprinkler Permit Permit request is denied. 02/25/2009 mcgee Action: AP ASI 5/27/08 approved Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 12/20/2006 tk Action: AP No issues with root moditications . Plans rE 12/13 . 06/05/2007 tk Action: AP No PW issues with revised egress plans recE 09/17/2007 tk Action: NA Stair Revisions rec 'd 8/9/07 Item: 05550 ENGINEERING CIVILS +*��.+«+*.:**.�*��.+�.*.+*.*»+.++..*+*.*..*�+..*.*.��*�*+**�.*.#.*�+�...**..*.��*+***.*+*«.****.**.�**.:�+�*�.»�+...*+...*++.�.**�*********.*** See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge tt�at I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all th� 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 ADV N BY TELE 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNA F O R C TRACTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** r CONDITIONS OF APPROVAL Permit# B06-0019 as of 03-17-2009 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 01/24/2008 303-825-1313 To Expire: 09/O1/2009 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: Cond: CON0008949 Inspection of the exit signs, emergency lighting and the exit discharge required prior to use of the exit system ******************************++***************+*******+************************************ TOWN OF VAIL, COLORADO Statement ********************+***********************************************+**+******************** Statement Number: R090000239 Amount: $232.00 03/17/200910 :14 AM Payment Method: Check Init: JLE Notation: 62236 HYDER CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B06-0019 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Total Fees: $64, 179.35 This Payment: $232 .00 Total ALL Pmts: $64, 179.35 Balance: $0. 00 ****************�****************************************+�*�***�*************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 232 . 00 ----------------------------------------------------------------------------- TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0019 �t�0� -06 2`1 Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION Location.....: VAILS FRONT DOOR-BUILDING 'B' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . O 1/24/2008 Legal Description: Expires . .: 12/07/2008 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License : 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 IA 203 . 75 16, 900 $3 , 443 , 375 . 00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170 . 56 2, 422 $413, 096 .32 Totals . . . 16, 576 $7, 965, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ra**�►+***�***********�*********t�***�********r**++w************�*�t FEE SUMMARY *r*��***r�*�*+***+��****�►*****��t***s�********t*«*�a*�***� Building------> $31,0 31.0 o Restuarant Plan Review--> $o.0 0 Total Calculated Fees---> $62,807.35 Plan Check---> $2 0,17 0.15 Recreation Fee--------------> $11,6 03.2 o Additional Fees-----------> 51,3�2.00 Investigation-> $o.o o TOTAL FEES-------------> $6 z,8 0�.3 5 Total Permit Fee----------> $54,17 9.3 5 W ill Call-----> $3.0 0 Payments-------------------> $6 3,94 7.3 5 BALANCE DUE---------> $z 3 2.0 0 .■**�*t�t�*r+r:.+**+****s*►**x.:«*.*►****r�*r►****+.+****�*r*t�*�*++*«.**a**s**�s*«:�***�+**�.**r*��+****r*r�s*�:��►*�**■.�+*�s***+�+►��*�r.»�+**�* Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs . 03/O1/2007 MROYER Action: DN Revision 3- Stone Veneer support. Comment . to Neha 03/O1/2007 . 04/13/2007 MROYER Action: PA Rev. 1- ASI-B005- Rooting moditication. Bi. @ $60 05/02/2007 JP Action: DN Correction letter sent addressing temporar• 05/07/2007 jplano Action: AP REV. #4 - APPROVED CHANGES TO STAIR BS05, : PLAN REVIEW DUE, $120 . 00 05/16/2007 jplano Action: AP REV #5 - Approved temporary exit plan tor i Vail, 10 hours of plan review due, $600 . 00 total 05/25/2007 MROYER Action: PA Rev. 3/ IR3088 : Stone Veneer Support. - Add: hours : $180 . 00- No additional square footage. 07/09/2007 ep Action: PA Rev.6/IR4500 : Stair B108 at Lodge revision additional valuation. No plan review fee 09/18/2007 ependley Action: AP Rev. 8/IR5407; approved. No aaaea valuation review fee of $120 . 00 due 09/20/2007 ependley Action: AP Rev. 7/IR5403 ;ASI B-020 approved. No aaaea , Added plan review fee of $60 . 00 due. 09/20/2007 ependley Action: AP Rev. 9/IR5408;Stair B502 Shop Drawing stamp; valuation. No added plan review fee. 10/22/2007 cdavis Action: DN B06-0019 Cucina Kitchen Temp Egress plans c comments emailed to applicant 10/22/07 10/23/2007 MROYER Action: PA Rev. 10/ IR-5877 : Approved stair shop draw: appropriate stamps only. No additional fees due. 12/18/2007 JPLANO Action: AP STAIR SHOPS FOR B302 APPROVED, NO CHARGE 02/29/2008 cdavis Action: PA Back ot House egress plan approved No aaa�1 06/06/2008 jplano Action: DN ASI B-050 is denied, letter sent 07/11/2008 jplano Action: AP Rev14, ASI B-053, approved adding ventilat: elevator machine room, No charge Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP 12/14/2006 George Action: PA This is a partial approval to allow tor ch� men' s and women' s spa. No other changes are approved O1/15/2007 George Action: PA This is a partial approval tor a rooting mc 04/12/2007 George Action: PA Revision 1 This is a partial approval to a. addition of cedar shakes . 11/02/2007 GRUTHER Action: AP Rev. 10/ IR-5877 : Approved stair shop draw: 05/20/2008 George Action: PA This is a partial approval tor revisions ac sprinkler heads to Building B Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . 10/22/2007 McGee Action: CR Cucina Kitchen Temp Egress plan. Exit 1 stair not seperated from construction. Exit 2 through Main Stair is open for five stairs . Contractor provided signage is subject to review. Provide specific details . Plan notes indicate backgrounds do not reflect actual conditions . Wait station immediately outside kitchen exit is not shown. Exit width and compre: must be resolved. Provide detail on door hardware exiting the dinning room. Option to exit to Founder' s Plaza was not identitied. Is there a reason the trave. should be extended to the main entry rather than exiting out of the nearest exit? The kitchen door to the International Wing has been historically been blocked ope� show this door is not an exit but it appears to be open to construction. 04/23/2008 JGG Action: AP Approved supplemental - rated tire separat: being moved from west wall to east wall . See ASK B-177 . 05/27/2008 McGee Action: DN B06-0019 Revision to TOV Building Permit ASI B-050 dated 4 30 08 Received by TOV 5 13 08 Delivered to VFD box either late 5/22 or May 23 . Description in Permits Plus "ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE � CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION" Description on Permit App " Adding sprinkler heads & claritication ot egress and E wall & door ratings. " Fire Sprinkler Heads hand drawn on 8 1/2 x 11 . 1 . Stamped by 42/40 but not FPE 2 . No reference to change in door rating. 3 . Changes to fire sprinkler system must be submitted through proper channels a. BCER must review b. Sprinkler contractor must submit on Fire Sprinkler Permit Permit request is denied. Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated r� 6/16/06 and 7/06/06 12/20/2006 tk Action: AP No issues with root moditications. Plans rf 12/13 . 06/05/2007 tk Action: AP No PW issues with revised egress plans recE 09/17/2007 tk Action: NA Stair Revisions rec'd 8/9/07 Item: 05550 ENGINEERING CIVILS ...+.+«..**..«+..�.+*.+..**:*.*.*.�.****.**+*�r..�.*.*.*�***��**s**.�*.*.*.*..*.+�*.*.***«.*��.,.,.�..+..*.*.�*�**�*...*,*.......�....�..+*+*��+* See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0019 as of 07-28-2008 Status: REVISION ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: O1/24/2008 303-825-1313 To Expire: 12/07/2008 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: Cond: CON0008949 Inspection of the exit signs, emergency lighting and the exit discharge required prior to use of the exit system 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 ordir�ances of the Town applicable thereto. `,: � REQUESTS FOR[NSPECTION SHALL BE MADE TWENTY—FOUR HOURS IN AD�A CE BY TELEPHONE�A'I`479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. � o • .,,�''� `.......... .. .. SIGNATi� �F�'�NER OR CONTRACTOR FOR HIMSELF AND OWNER �� i � � � � � �If1C. C�?Lt3RADC) $uildfng Departmes►t 5erwices June 26, 2008, George Ruther Director of Community Development, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door/ B105 Elevator Machine Room Ventilation PERMIT NUMBER: B06-0019 REVISION NUMBER: 14 INTERNAL REF#: 7810 ADDRESS: 151 Vail Lane Dear Mr. Ruther SAFEbuilt Colorado has reviewed ASI B-053 for conformance to IBC 2003 and finds the submittal to be in compliance with all applicable codes. Plans: ASI B-053 Plan review fee: $0.00 No additional squ footage- No added valuation Sincerely, John ing Build' g icial 'o .k' SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone: (970)328-1790✓Toll Free:(877)428-6412✓Fa�c:(970)328-1791✓V:�Plan Review\Vai1�F'ront Door\b06-0019\tov-b06- 0019.Rev14_FAL.doc n C� �.I�� 7E io 0 APPLICATIO IL�N� �A�C6'E� INCOMPLETE OR UNSIGNE �Va /C� Building Permit#: �D(-ODl9 l` MAY 2� 20f l8 s7o��rs��a��n��,s� �� ; RE N TO TOWN OF! IL BUILDING PERMIT Separate Per��(� e��,,,or electricai, plumbing, mechanical, etc.! 75 S. Frontage Rd. °��"""�'��` Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be performed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: ('I n. r9� �Ciryes w N — ATT NTION: JOE,JR,CHARLIE,GREG,CHRIS Contract ignatur . �� COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea /e Count Assessors Office at 970-328-8640 or visit www.ea le-count .com �arce�� Job Name: Va�� -5 _�n,�� - �n Job Address: Legal Description Lot: Block: Filing: Subdivision: Owners Name: V R L Address: . Phone: Architect/Designer: t.�� y D Address: Phone: Engineer: Md,��o c � Address: Phone: Newc� REASON FOR REVISIONS: ,t�-s I � -0 53 � tb p ro�,�c ' c o c�c �MP<<�- V e��c�(��o� � �- C C�Cv.� �� v�-+ D S Work Class: New(� Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) **************************�*�*,�**********�**�****FOR OFFICE USE ONLY*�**,�***************************************** �Dafe�Re�ei�ed:�� ' Permit Fee�: 10 :., :�;_ � �� <Plan GkFee.�80 :.. � Accepted,By: ; ��` Perri�itFee';(11): � �� "� �PlanCkFee;�81). °� Outsourced Terms: F:\cdev�FORMS\Permits\Building�building_revision_4-18-2007.doc Page 1 of 1 4/18/2007 - � a � - c�� A n Town of Vail �t 0�� C ��P Y A R C H I T E C T'S S U P P L E M E N T A L VAIL'S FRONT DOOR INSTRUCTI4N No. B-o53 To: Rich Snyder/Hyder Construction, If1C. PROJECT NO: 20693.OH 543 Santa Fe Drive issuEO: 05.23.08 Denver, CO 80204 �ROM: $enjamin Gray 303-825-1313 303-292-3388 The Work shall be carried out in accordance tivith the fo]Iowing Supplemental Instructions issued in accordance with the Contract Docuznents without change in Contract Sum or Contract Ti�ne. Proceeding with the Work in accordance with these Instiuctions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instructeon Title: Building B—Elevator Machine Room Mecl�anical Reason for Change: � 'I'o provide code compliant ventilation to elevator inachine room. Desci-iption of Instructions: Provide mechanica]ventilation system for elevator machine room B 105 as noted in MSK B-016. Locate in-take grille as noted on MSI�. Locate exhaust grille as noted on MSK and ASK B-185. Paint grilles to niatch adjaceut�vall Finishes. APPROi/ED Subject to inspection and Compli ce to atl relsvant Adopted B: il.ii;�Q an� M� icipal d , Changas i,� F'lan; f4�iiJ;;T b appro ed Date�•26� Code: `" SAr�;:�u l olorado �x Atfac3unents and Enclosures: Architectural sketch ASK B-i�5 dated 05122/08. Meclianical sketch MSK B-016 dated 5/22/0&. , t"`�� Copy To: ASI File By: Rick Caudel/VRDC Jay Watson/ABS Submit t own of Vail: � I'ES ❑ NO Randy Hart/4240 ' 42�40 ARCHITECTURE INC I 621 Eighteenth Sveer Suite 200 Denver,Colorado 80202 7}�e informa�ion contained in this message is pnvileged and confidential intended only fo�the use of ihe individual{s}or enfity(fes)named [303.2923388 f 303.292.3 E 13 above. N Ifie reader of this message is not the intended recipient,you are hereby notfied that any dissemination,drstribution,or copying of v+hvw.4290afChi[ettuYe.com lhis communicaLion is slriclly prohibited. 3f you have received Ihis communication in error,please notify 42/40 Archilecture.Inc.immediately. . �.�� '-- ►' ►��f�� _ � . _ ��i'��► �•r ��•�� _. . �- ; ,,Q . r__� - . • ,. ��=-fs---. .• ____�,` Q �— � , 1/�`- � .�:: : ' :: , �■ � , `- • '_�-'1-i ,.I ' ,� � 1_ • _�� i� � `��, �1% � �� - , ■� . '.''�` - - �� ' ' '=� �,� , �, ��,��p , , � , �. . • ••�� ►��' ��►t� ;� �i�' � � '''�►'I, \�qllll�� 1 � . ��I i�'I�i:�� =� ,� = %, �� 1 . � ;��,►� y �� ;:�. :: � `�� - .,�, =• .��r �-� : . 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'�,� `I,� . � • :�, � � 11� � . • � • • I '' • : 1 • . i i � � - � - -> >-�� • ; � ; .. :�� ,�.r � � � � �. 1 - • � �� - � • i i � : � _ '� �- - i ii i ii i ii � � �� i i i ; � ) � ,� � , n '� � / / ; � / o � � � � � / C� 6' � / / a � �d nDO / / � _�m � I—� � D A / � � m � � "� —+ / / o� � � � / y � / � � � � O m � N 0 t� r t� � � y � � � � td � � 0 'C�',;««°`R«°r� Vail�s Front Door o��N� No: A�K B-185 4�� t��OeY/��e`�`�"pe1� REfERENCE: 7�ID200 `'ail Resorts ISSUE: ASI 8-053 Develo ment Com any ��' ��8 Dcm-cr,Colnr.ido p p $�� 4�=��—�� voq Cnloendo ��I� �': H�( 1AN/28/2008/MON 08: 18 AM N�CCOG FAX No, 9704681208 P�� P. 001/001 . : ��J�,l�Y �'. . Pa� -—- . : � � . � Not�Cirnres�Cotarado Cau�nc�l'of Gov en�s.. 70 � �,.(;�,�� t.�1lAY'4R PERMIT APP[xCl�TI41�I � �omf'��.. �Petymif# (1�'�O l� . �urisdicEtott `+`c�.as�- ��'Vr�� ( � Fax# , � . Toi�.l�ee ��'S�•�� D�te Paid Ip�#� �� °�� . Plac� R�view�d and APpraved 6� a�e�ssued r �-�` �� Thi$�ectivn to be wmpteted by NWCCOQ Petrn��xpit�ttivn a�te � �53!� . � *� Ali fhe�fotlov�ring must be t�mp[e�ed by.#�e etevaf�or contrac�or**� ' - In�a:urafie,.[1�egible or mtssing tnforma�ivn witf t�use a deCay in fhe appltcatfion pt'oo�ss. . . . pieas�c:amplebe a separate appticatioh per convey�noe. `.. � ��cr�s�a:caon �uttdlr.�P�rt�it# .��'��-�� . 3ob Address � . 1 �-, �n��- Fi 1 �.. � � � ��t°'�� . � �. Building or HomootN�set�s�+Iam� � � f �.-� �` �� O C7� �� Zv � . . Owner �-ft i L ��..�iZ..'�'S �'J�..V P�t� 1'�1 C t?'Ir. C�,n . ' . . .MaUing Addt�ss. # �� J�.f1C.�'1�1�1_2rK. �(7 �V[7 1'1 ,- �L� `t�.j.to.2..� . .phon�#_�'7 O � c��I�-'� � �S'�� . Fax# �l�7 CJ -' $`t S � �S S S ��r c.o��`I��ss e�n Kx't� p ��-�v a�-o �. MaiEing.A�ress �C� ��F.�7� ;-�-�O O C.L4��, �{� ��1� �1 . . Phone# "f�O ��r �'�� +�C� i��r�t�+4 � �� . � - � *P�rmttss 're i�ara r f�ar naw•instalLai�oes ar�d s�x mam�s for al�era��ions*� � New In�talia#lon Unit or Contx'ar�# ��`�°�'��`r� � � Alt�ra�tian-�(�rn�f caenot be r�turned t�servic�unfr'I inspea�ed and appmved bylVHrGC4GJ o�scn`be wo.ric� }�-�D S�. �t{ .(�' ri .Gt,u_Lj C, c�� Ct.►''1G�1"r1•OjS . . � •�1��--• , , . , , --- - NOT�'C� � ftEW..�N4'i'�.I1ATiOhI�EES • .I heiebY�ectify that I have read arKf e�mtned thLs appliCdLion Passeugvr oc fr�9ht etovabqlrr iuU.�4�'�ator,rnaving walk; • `• ana fQ,oHr u,e same bri t�aue ana aoci+ec� a!provisiac�of tJp ta ana hdu�rg#50,000 of vah,ratlan i$3sa.00 . , laws anct os�di�anoes govemir�•#Ks typ�vF worK ww1E[[be dve�'�50.�Q0 oF vditrd[i0n=#35d.04 plus$6.00 far ead� • . �omplied wltit v��berekt or not. 7�g�tirig af �1,000.00 or fraction tlier+eof orrer�50,OQO.UU � a Qermit does not pt�n'►�e fin�'nre authacity bo vblate or cancet . . t�e p[DYis�C�s of arry otf�er staUe or k�tal Faw ne9��'�9 Lit�Du�e�bvYai�ec or pti�be 1'esictettoe elevata�: ' ' or tf�e perfama�oe of cor�an. up to and�tdud�rg�,ZO,OOD oF vawation�$250.W OVer$20,OOQ M`Yaluatl411=�250.00 pltts$3.00 f41'eact{ ' e ��"� $1.00O.00 or fradian tt�ereo�f wer$20,000.00 _, , . Sig of oontrad�4t�or�uthori�d agent �abe . ' - . . • . •M�4�SZE3�'1'ERATION FE�S: - . • ' . 1=ees fa�maja at�atio�u strall be as set forth bn Table 3-A of the � • __ Untform Ad�1�inL�traGve Code arTable i-A ' �gr►atu�aE'ov�ler pate � YALUATYON� �_�a►.��5_ a c� - ' �e-� -� � �5� .�C.J �{evata�plan revlew ar�d fi�+.id in5pec�ions wiii be c�ducted by t3-�►�[octhwest Gdarado Courxai of � , be forwarded ba NWCOpG for�lew and approvat. Sd�ed�e i�ons by cantad9ng the NVY � a 970-468-U29S e�fi IQ8. Please malce d7e�cks pa b!e to NYVCC�G. ' . � U � . � �� TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0019 Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION Location.....: VAILS FRONT DOOR-BUILDING 'B' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . O1/24/2008 Legal Description: �.��b� _ ��c-� Expires . .: 11/14/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License : C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License : 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 IA 203 . 75 16, 900 $3, 443 , 375 . 00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170 . 56 2, 422 $413 , 096 .32 Totals . . . 16, 576 $7, 965, 000 . 00* Fireplace Inf'ormation:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet 0 �*�+�+****r��*�+*r*r*�***r*rr***s+*+++*�**�*+******�*+*************► FEE SUMMARY *�***��s*�s***r*+r�*****r►a***+**s+�*�*+*��*�*�e+**++��++r Building------> $31,031.o o Restuaran[Plan Review--> $0.0 o Total Calculated Fees---> $62,8 0 7.3 5 Plan Check---> $2 0;1�o.15 Recreation Fee--------------> $11,6 0 3.2 o Additional Fees-----------> $1,14 0.o 0 Investigation-> $o.o o TOTAL FEES-------------> $62,80�.3 5 Total Permit Fee----------> $63,94 7.3 5 W il l Call-----> $3.0 0 Payments-------------------> $6 3,9 4 7.3 5 BALANCE DUE---------> $o.o 0 **:r«+**+***s****+**a***�«�**r�rr�**�r**�r�r********rs**�*�**«**:*********t*:r*�*�**sr�as*+r*�*****+***��**r**t+:�****�*+�****+**+*****«******+s*�* Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full building permit penciing conciitions anc department sign-offs . 03/01/2007 MROYER Action: DN Revision 3- Stone Veneer support . Comment . to Neha 03/Ol/2007 . 04/13/2007 MROYER Action: PA Rev. 1- ASI-B005- Rooting moditication. Bi. @ $60 05/02/2007 JP Action: DN Correction letter sent addressing temporar� 05/07/2007 jplano Action: AP REV. #4 - APPROVED CHANGES TO STAIR BS05, : PLAN REVIEW DUE, $120 . 00 05/16/2007 jplano Action: AP REV #5 - Approved temporary exit plan tor 1 Vail, 10 hours of plan review due, $600 . 00 total 05/25/2007 MROYER Action: PA Rev. 3/ IR3088 : Stone Veneer Support . - Add: hours : $180 . 00- No additional square footage . 07/09/2007 ep Action: PA Rev. 6/IR4500 : Stair B108 at Lodge revision additional valuation. No plan review fee 09/18/2007 ependley Action: AP Rev. 8/IR5407; approved. No added valuation review fee of $120 . 00 due 09/20/2007 ependley Action: AP Rev. 7/IR5403 ;ASI B-020 approved. No aaaea , Added plan review fee of $60 . 00 due. 09/20/2007 ependley Action: AP Rev. 9/IR5408;Stair BS02 Shop Drawing stamp; valuation. No added plan review fee . 10/22/2007 cdavis Action: DN B06-0019 Cucina Kitchen Temp Egress plans c comments emailed to applicant 10/22/07 10/23/2007 MROYER Action: PA Rev. 10/ IR-5877 : Approved stair shop draw: appropriate stamps only. No additional fees due. 12/18/2007 JPLANO Action: AP STAIR SHOPS FOR B302 APPROVED, NO CHARGE Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP 12/14/2006 George Action: PA This is a partial approval to allow tor ch< men� s and women� s spa. No other changes are approved Ol/15/2007 George Action: PA This is a partial approval tor a rooting mc 04/12/2007 George Action: PA Revision 1 This is a partial approval to a. addition of cedar shakes. 11/02/2007 GRUTHER Action: AP Rev. 10/ IR-5877 : Approved stair shop draw: Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. wooa traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . 10/22/2007 McGee Action: CR Cucina Kitchen Temp Egress plan. Exit 1 stair not seperated from construction. Exit 2 through Main Stair is open for five stairs. Contractor provided signage is subject to review. Provide specific details . Plan notes indicate backgrounds do not reflect actual conditions . Wait station immediately outside kitchen exit is not shown. Exit width and compre; must be resolved. Provide detail on door hardware exiting the dinning room. Option to exit to Founder' s Plaza was not identitied. Is there a reason the trave. should be extended to the main entry rather than exiting out of the nearest exit? The kitchen door to the International Wing has been historically been blocked ope� show this door is not an exit but it appears to be open to construction. Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 12/20/2006 tk Action: AP No issues with root moditications . Plans rE 12/13 . 06/05/2007 tk Action: AP No PW issues with revised egress plans recE 09/17/2007 tk Action: NA Stair Revisions rec 'd 8/9/07 Item: 05550 ENGINEERING CIVILS ��***,.*.+***+******�******+**��+�:***�.�*+**:*�*+�+**�+�*:*+**«*.�**.*�*►*.*..«*.***.*�***�**..*..�+*�+*�+**+*.*:*.�«�*�*�«.�*+*,*...*�*�****«** See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS CE BY TELEPHONE AT 4 2149 AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNAT RE OF OWNE R CONTRA OR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0019 as of 01-24-2008 Status: REVISION ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: O1/24/2008 303-825-1313 To Expire: 11/14/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: Cond: CON0008949 Inspection of the exit signs, emergency lighting and the exit discharge required prior to use of the exit system �k�� b I u t,��. ��t.�� Building Department 5ervices December 17, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door PERMIT NUMBER: 606-0019 REVISION NUMBER: 11 INTERNAL REF#: 6313 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for Engineering and Architectural Stamps. Plans: 5 sheets of Ramps and Stair Shop Drawings Plan review fee: $0.00 No additional square footage- No added valuation Sincerely, Matthew Royer Building Official SAFEbuilt Colorado matt.ro�(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓F�:(970)328-1791✓V:�Plan Review\tov-B06-0019 FAL.Revl l.doc Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell Engineers, Inc. November 12, 2007 Town of Vail 75 So. Frontage Road Vail, CO 81657 Attn: Mr. Charlie Davis, Chief Building Official Re: Vail's Front Door Building — B Spa (M&N#5500) Dear Mr. Davis: Monroe&Newell Engineers, Inc. observed the foundations, structural framing, and other structural items during construction. To the best of our knowledge and belief, based on our limited visual observations and the information provided us,the foundations, structural framing, and other structural items are constructed substantially in compliance with the intent of the construction documents as approved by the Town of Vail Building Department. If you have any questions or comments, please call. Very tru��y�qu;s' ��;a'��}ONGcLLJ��i,�o l��'��°s'��LL ENGINEERS, INC. �; <t e �;�`�� e �� °��l`��'�NALEN��@";" � � � P��!• ��'�.�` �� (� Princi��tY �•Y Cc: Randy Hart, 4240 Architecture Rick Caudel,Vall�esp��!�V��o�ment��np�� A 2007 Platinum Corporate Sponsor of �r- � � Colorado A Component of The Amencan Institute of Architects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 (303) 623-4927 • FAX (303) 623-6602 • email: denverCa?monroe-newelLcom � TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0019 Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION Location.....: VAILS FRONT DOOR-BUILDING 'B' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : 11/07/2007 Legal Description: Expires . .: O1/10/2007 OTn1NER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT �AIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Cccupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 IA 203 . 75 16, 900 $3 , 443 , 375 . 00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170 . 56 2, 422 $413, 096 .32 Totals . . . 16, 576 $7, 965, 000 . 00* F+replace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 *��**r***s****+*r****r*r***********s**********►***s**r:**�►*�*�*r*** FEE SUMMARY ■�***r*x*�**a*****s**x***s****r**t��*►*s********��a+�*+.*�+ Building------> $31;0 31.o o Res[uarant Plan Review--> $o.0 0 Total Calculated Fees---> $62,e o 7.3 5 Plan Check---> $2 0,1�0.15 Recreation Fee--------------> $11,6 0 3.2 0 Additional Fees-----------> $1,14 0.o 0 Investigation-> $0.0 0 TOTAL FEES-------------> $6 2,8 0�.3 5 Total Permit Fee----------> $6 3,94�.3 5 W ill Call-----> $3.0 0 Payments-------------------> S 6 3,94 7.3 5 BALANCE DUE---------> $0.0 0 *r****s.:.*:s*****r*.:.:****+*r*r***.tr***+�*�*++�**s**s*****�*+:****��*.�*s*+*r**r**++:�*+*r�+«*::�e��+�**ts*+�**�**.*:*r�s��*�****s►*:**ws�*� Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full building permit pending conciitions anc � department sign-offs. 03/Ol/2007 MROYER Action: DN Revision 3- Stone Veneer support. Comment . to Neha 03/Ol/2007 . 04/13/2007 MROYER Action: PA Rev. 1- ASI-B005- Rooting moditication. Bi. @ $60 05/02/2007 JP Action: DN Correction letter sent addressing temporar� 05/07/2007 jplano Action: AP REV. #4 - APPROVED CHANGES TO STAIR BS05, : PLAN REVIEW DUE, $120 . 00 ' 05/16/2007 jplano Action: AP REV #5 - Approved temporary exit plan tor 1 . Vail, 10 ho.urs of plan review due, $600 . 00 total 05/25/2007 MROYER Action: PA Rev. 3/ IR3088 : Stone Veneer support. - Aaa: hours: $180 . 00- No additional square footage. � 07/09/2007 ep Action: PA Rev. 6/IR4500 : Stair B108 at Lodge revision additional valuation. No plan review fee 09/18/2007 ependley Action: AP Rev. 8/IR5407; approved. No added valuation review fee of $120 . 00 due 09/20/2007 ependley Action: AP Rev. 7/IR5403 ;ASI B-020 approved. No aaaea • Added plan review fee of $60 . 00 due. 09/20/2007 ependley Action: AP Rev. 9/IR5408;Stair BS02 Shop Drawing stamp; valuation. No added plan review fee. 10/22/2007 cdavis Action: DN B06-0019 Cucina Kitchen Temp Egress plans c comments emailed to applicant 10/22/07 10/23/2007 MROYER Action: PA Rev. 10/ IR-5877 : Approved stair shop draw: appropriate stamps only. No additional fees due. Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP 12/14/2006 George Action: PA This is a partial approval to allow tor ch< men' s and women' s spa. No other changes are approved O1/15/2007 George Action: PA This is a partial approval tor a rooting mc 04/12/2007 George Action: PA Revision 1 Triis is a partial approval to a. addition of cedar shakes. 11/02/2007 GRUTHER Action: AP Rev. 10/ IR-5877 : Approved stair shop draw: Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . 10/22/2007 McGee Action: CR Cucina Kitchen Temp Egress plan. Exit 1 stair not seperated from construction. Exit 2 through Main Stair is open for five stairs . Contractor provided signage is subject to review. Provide specific details. r Plan notes indicate backgrounds do not reflect actual conditions . Wait station immediately outside kitchen exit is not shown. Exit width and compre; must be resolved. Provide detail on door hardware exiting the dinning room. Option to exit to Founder' s Plaza was not identitied. Is there a reason the trave. should be extended to the main entry rather than exiting out of the nearest exit? The kitchen door to the International Wing has been historically been blocked ope� show this door is not an exit but it appears to be open to construction. Item: 05500 PUBLIC WORKS � 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 12/20/2006 tk Action: AP No issues with root moditications. Plans rE 12/13 . 06/05/2007 tk Action: AP No PW issues with revised egress plans recE 09/17/2007 tk Action: NA Stair Revisions rec 'd 8/9/07 Item: 05550 ENGINEERING CIVILS :*�**.*�.*�*.+*»�*�►*:***►*+*.*�*+*.++***�*.*****•**�***.*++*«*******.*:*�+�.*.*.*.*.*��*.*.**..�*...*..*.*.*�*...+*�+�..*�*�*«+.*.�.+*:+*.*++... See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as reyuired 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 HOU ADV BY TELEPHONE?l - 149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNATURE OF OWNER O ODi OR F AND OWNER / � PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0019 as of 11-07-2007 Status: REVISION ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 11/07/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: Cond: CON0008949 Inspection of the exit signs, emergency lighting and the exit discharge required prior to use of the exit system ' �� ' �� '?- ��, i� 0 APP ATIO WILL NOT BE CC PTE COMPLETE OR UNSIGNED Bu�lding Permit# ��'''��O� � a� � , 1. �'` 9T0-479 2149,{Inspect�ons) ��-�-., '" . , ��°�l-U� � �}��F�� R VISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be performed until the revisions are approved. *** CONTRACTOR INFORMATION General Cont actor: Town of Vail Reg. No.: Contact and Phone#'s: � � �PT �,�5t��r�� l� � �70� �f�� a��,� ATTENTI N: JO JR,CHARLIE,G�tEG,CHRIS Contractor Signature: � it, COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Par Contact Ea le Coun ssessors Office af 970-328-8640 or visit www.ea le-count .com t��""rce1; -�� . � � � c�r� f(� � � Job Name: �G��(s j=�d✓(� Uq�,� Job Address: (� ��' �µ��p Legal Description Lot: Block: Filing: Subdivision: Owners Name: �� P�� Address: _ Phone: ArchitecUDesigner. �� 1 Address: Phone: � Engineer: ,�o ��jj Address: Phone: �uv�l'� �- 11� REASON FOR REVISIONS: �-t T,.��ra,I c��-Fa;r� �ho� �c�-wi�G Work Class: New( Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) �***********�,�****************�**********,�*�*****FOR OFFICE USE ONLY*******************��***��*******�************ Date Recei�ed: P,ermit Fee` 10 : Plan Ck Fee' 80 :. Accepted�By:� � �� Permit Fee,��(11): �, ° � PIan�Ck�Fee��81):. �� Outsourced Terms:° F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007 �� b�I N �� t�n�. �-�� c��,��> St�ilding Department 5etvices October 23, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door/Stair BS05 Shop Drawings PERMIT NUMBER: B06-0019 REVISION NUMBER: 10 INTERNAL REF#: 5877 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for Engineering and Architectural Stamps. Plans: 4 sheets of Stair Shop Drawings Plan review fee: $0.00 No additional square footage- No added valuation Sincerely, Matthew Royer Building Official matt.ro.�(a�SAF Ebuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓FaY:(970)328-1791✓V:�Plan Review\Vai1�F'ront Door\b06-0019\tov-b06- 0019.Rev10_FAL.doc , . SUBMITTAL COVER HYDER CONSTRUCTION INC. 543 Santa Fe Drive,Denver,Colorado 80204 Phone:(303)825-1313 Fax:(303)825-3223 Email:info@hyderinc.com Website:www.hyderinacom TO: Town of Vail DATE: 10/11/2007 PHONE: ATTENTION: Joe Suther PROJECT: VFD Bldg. B Spa& Guestrooms HCI Job No. 26007 WE ARE SENDING: SUBMITTED FOR: ACTI N TAKEN: � Shop Drawings ❑ Approval ❑ Approved as Submitted ❑ Letter � Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Returned After Loan ❑ Change Order � Review and Comment ❑ Resubmit � Plans ❑ Submit ❑ Sam les SENT VIA: ❑ Returned ❑ Specifications ❑ Attached ❑ Returned for Corrections ❑ Other: ❑ Separate Cover Via: ❑ Submittal Return Date: PACKAGE SUBMITTAL REV.ITEM NO.COPIES DATE ITEM DESCRIPTION STATUS 1 10/11/200' BSOS Stair Shop Drawings qpp I � cc: Signed: Mike Wood TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0019 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'B' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : 10/11/2007 Legal Description: Expires . .: O1/10/2007 '�Jb� -cx�c y OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 IA 203 . 75 16, 900 $3, 443, 375. 00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170 . 56 2, 422 $413, 096 .32 Totals. . . 16, 576 $7, 965, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 *******�****+*►*��►***s*�****************+*r*******�*�+►*►***��*x�t FEE SUMMARY ********v*:r**s****r*�*+*+*«****�*************�**a**�*t�t*►+* Building------> $31,031.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $62,807.35 Plan Check---> $2 0,17 0.15 Recreation Fee--------------> $11,6 0 3.2 0 Additional Fees-----------> $1,14 0.0 0 Investigation-> $0.0 0 TOTAL FEES-------------> $62,8 0 7.3 5 Total Permit Fee----------> $63,94 7.3 5 Will Call-----> $3.0 0 Payments-------------------> $6 3,9 4 7.3 5 BALANCE DUE---------> $0.0 0 r�rr■r.**■r***►*+s**�+*�**+*.�*+***a******�****rs+�***.�*�s*�***+*x***+►****�***.+►***►*********►�ss+s********a****+��*+r�*************�.*■++�s■* Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs . 03/Ol/2007 MROYER Action: DN Revision 3- Stone Veneer support. Comment . sent to Neha 03/O1/2007 . 04/13/2007 MROYER Action: PA Rev. 1- ASI-B005- Rooting moditication. Bi. hour @ $60 05/02/2007 JP Action: DN Correction letter sent addressing temporar� plan 05/07/2007 jplano Action: AP REV. #4 - APPROVED CHANGES TO STAIR BS05, : OF PLAN REVIEW DUE, $120 . 00 05/16/2007 jplano Action: AP REV #5 - Approved temporary exit plan tor 1 at Vail, 10 hours of plan review due, $600 . 00 total 05/25/2007 MROYER Action: PA Rev. 3/ IR3088 : Stone Veneer Support. - Add: hours : $180 . 00- No additional square footage. 07/09/2007 ep Action: PA Rev. 6/IR4500 : Stair B108 at Lodge revision additional valuation. No plan review fee 09/18/2007 ependley Action: AP Rev. 8/IR5407; approved. No aaaea valuation plan review fee of $120 . 00 due 09/20/2007 ependley Action: AP Rev. 7/IR5403 ;ASI B-020 approved. No added valuation. Added plan review fee of $60 . 00 due. 09/20/2007 ependley Action: AP Rev. 9/IR5408;Stair BS02 Shop Drawing stamp: added valuation. No added plan review fee. Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP 12/14/2006 George Action: PA This is a partial approval to allow tor ch< the men' s and women' s spa. No other changes are approved O1/15/2007 George Action: PA This is a partial approval for a roofing modification 04/12/2007 George Action: PA Revision 1 This is a partial approval to a. the , addition of cedar shakes. Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. wooa traming may have some impact on the tire sprinkler design (concealed combust: if they pick the wrong insulation) . The plans are dated Nov 06 . PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0019 as of 10-11-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: H1'DER CONSTRUCTION, INC Issued: 10/11/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: Cond: CON0008949 Inspection of the exit signs, emergency lighting and the exit discharge required prior to use of the exit system Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 12/20/2006 tk Action: AP No issues with root moditications . Plans rE 12/13 . 06/05/2007 tk Action: AP No PW issues with revised egress plans reca 5/9/07 09/17/2007 tk Action: NA Stair Revisions rec 'd 8/9/07 Item: 05550 ENGINEERING CIVILS *.*..*.*..�.�.:+..*+:*:,*.*.*.+..*+*«+:*:*.....+.*.*....*.*�+**�.�********.*...*.�*..*....+.*«**.»«►*.».******..�***.+.*:..+:.:.**..*..*.*.*.�*.. See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIG ATU CONT CTOR FOR HI L AND OWNER ,� ***********+******************************************************************************** TOWN OF VAIL, COLORADO Statement ****+++++************++*********************+*+++**********+**+************************++++* Statement Number: R070002188 Amount: $60.00 10/11/200701:49 PM Payment Method: Check Init: LT Notation: Hyder Construction / ck 56939 ----------------------------------------------------------------------------- Permit No: B06-0019 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Total Fees: $63, 947.35 This Payment: $60.00 Total ALL Pmts: $63, 947.35 Balance: $0.00 *************************************************************************++***************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 60. 00 ----------------------------------------------------------------------------- , �'��') � _� � � ,�,��_ �, ��, �.��, fi 1 �- , u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Buildin Permit#: �0�0' 0�� , 970'479 2149,([nspections) � 7 a7 -_ # _ ��N�� REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, piumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field �et of approved planso No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town af Vail Reg. No.: Contact and Phone#'s: N P!� 4�r� �; �c, (D4� �'I�` � Gvsot� C47o� �76-a�.3 ATTENTION: Q ,JR,CHARLIE,GREG,CHRIS Contractor Signatur�' COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor� Materials REVISED AMOUNT: $ � � ELECTRICAL: $ OTHER: $ � PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit e - �.;.' r'1 � E. l. �arcel# ^ ��j �' i,t �� 6io� aa � �� , �� Y ( ii ` I� Job Name: � � � � ��. � Job Address: i� �'' �� V r� � °� Q0� Legal Description Lot: Block: Filing: Subdivision: Owners Name: ��+� RPS�,f.s Address: Phone: Architect/Designer: �� Address: Phone: � Engineer: m�n e�- 11 �utrll Address: Phone: � REASON FOR REVISIONS: �R,�r' �� Q� S�'�O�i° �r'�'�� ',Nork Class: New( Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building; No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No(T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No( ) Does a Fire Sprinkler System Exist: Yes ( ) No( ) FOR OFFICE USE ONLY .Other�Fees; � �� -0ccupancy Group �� Acce tec] B : _ �� Type of Construction .. Da#e�Received,:, , . ..� F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 � �� b i - w �t��,�. �� Buildittg Departmet�t 5ervices September 20, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door/Stair BS02 Shop Drawings PERMIT NUMBER: 606-0019 REVISION NUMBER: 9 INTERNAL REF#: 5408 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for Engineering and Architectural Stamps. Plans: 2 sheets of Stair Shop Drawings Plan review fee: $0.00 No additional square footage- No added valuation Sincerely, � Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.ro�(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fa�c:(970)328-1791✓Z:�Plan Review\Vail�Front Door\b06-0019\tov-b06- 0019.Rev9_FAL.doc � � �. �1 ��, ��UtJ ��;� � APPLICAT{JN WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED (� Building Permit#: �� 1 Y'�"" A'W"'r' i �"+ �, , �TOr479��9(1r�,�A��t�o�is:.) � 7 07 � `,��Q�� k R�VISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electricai, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspection:� will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vaii Reg. No.: Contact and Phone#'s: � H �!� 4�n r.+� �G, fD4-#`� '�.� Gv.o� ��'7'0� �76�'�87„� ATTENTION: Oi , JR,CHARLIE,GREG,CHRIS � Contractor Signatu� � COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials (�R�EVISED AMOUNT: $ � ELECTRICAL: $ OTHER: $ ] I PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ _� For Parcel#Contact Ea /e Coun Assessors Office at 970-328-8640 or visif e .I � i, �� s, ��irc�l �.:' I � �6/oss �.a � �� ,/� Job Address: _� �` I Job Name: VQ%`i ��d/17'� �(J�.D,r" Legai Description Lot: Block: Filing: Subdivision: ] Owners Name: ��r Address: Phone: ] RPS�ts ] ArchitectlDesigner: �a/ Addre�ss: Phone: Engineer: /'1 JOn �°c�. � �rl/ Address: Phone: � REASON FOR REVISIONS: �{-tt.,�r- .�S Do� 5Ela� b�'�'^� Work Class: New( Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) ] Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ,� T e of Bld Sin le-famil ) Two-famil ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) � YP 9•� 9 Y l y.� � No, af Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWE[� Does a Fire Alarm Exist: Yes ( ) No( ) Does a Fire Sprinkler System Exist: Yes ( ) No( }] FOR OFFICE�SE-6NL – - ---- --- - - �-- --- -- -- -- ' Qther Fees':. ' .�. :; .O'ccu �nc Gro T = :_�- ,, � , . — -- – _ .Date,Recerved;, �:' . . : 'TyPe of Constructian ...� .. 'w --� -- — - . . � -� � _��-: F:lcdev\FORMS\Permits\Building�building_revision_11-23-2005.doc C ge 1 of 2�_ _ � _ �� If1C. �,t;�L.�f�AC�t� Buitding i3epartme�t Seivices September 20, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door/Stair BS02 Shop Drawings PERMIT NUMBER: 606-0019 REVISION NUMBER: 9 INTERNAL REF#: 5408 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for Engineering and Architectural Stamps. Plans: 2 sheets of Stair Shop Drawings Plan review fee: $0.00 No additional square footage- No added valuation Sincerely, � Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.ro�er(�a,SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax: (970)328-1791✓Z:�Plan Review\VaiI�F'ront Door\b06-0019\tov-b06- 0019.Rev9_FAL.doc TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0019 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'B' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : 09/20/2007 Legal Description: ��-�3-�� _ pp�� Expires . .: Ol/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITTON AND RENOVATION OF SPA AND GUESTROOMS—LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 IA 203 . 75 16, 900 $3, 443, 375 . 00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170 . 56 2, 422 $413, 096 . 32 Totals . . . 16, 576 $7, 965, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 *s�*+s*a**x*s�***�s***********t*t�*�*****�***►************tr*+*****s FEE S UMMARY •*r*+**�**t***r*************►**r*******+**�*►**r****+******* Building------> $31,031.0 o Restuarant Plan Review--> $0.0 0 Total Calculated Fees---> $62,8 0 7.3 5 Plan Check---> $z o,i�o.15 Recreation Fee--------------> $1 i,6 0 3.z o Additional Fees-----------> $i,0 8 0.o 0 Investigation-> $o.o o TOTAL FEES-------------> $6 z,s o 7.3 5 Total Permit Fee----------> $6 3,8 8 7.3 5 W ill Call-----> $3.0 0 Payments-------------------> $6 3,8 8 7.3 5 BALANCE DUE---------> $o.0 0 ***►*+**+s**rr**:****►*+++****:*►*►.*******�.*a**►s*�*ss*.*****+**r*s*********+**s�******s+*r.*******s*+****�.**•*�+**»*****+**■*■**x**�*»+****** Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs . 03/O1/2007 MROYER Action: DN Revision 3- Stone Veneer support. Comment . to Neha 03/Ol/2007 . 04/13/2007 MROYER Action: PA Rev. 1- ASI-B005- Rooting moditication. Bi. @ $60 05/02/2007 JP Action: DN Correction letter sent addressing temporar� 05/07/2007 jplano Action: AP REV. #4 - APPROVED CHANGES TO STAIR BS05, : PLAN REVIEW DUE, $120 . 00 05/16/2007 jplano Action: AP REV #5 - Approved temporary exit plan tor 1 Vail, 10 hours of plan review due, $600 . 00 total 05/25/2007 MROYER Action: PA Rev. 3/ IR3088 : Stone Veneer Support. - Add: hours: $180 . 00- No additional square footage. 07/09/2007 ep Action: PA Rev. 6/IR4500 : Stair B108 at Lodge revision additional valuation. No plan review fee 09/18/2007 ependley Action: AP Rev. 8/IR5407; approved. No added valuation review fee of $120 . 00 due 09/20/2007 ependley Action: AP Rev. 7/IR5403 ;ASI B-020 approved. No added • Added plan review fee of $60 . 00 due. 09/20/2007 ependley Action: AP Rev. 9/IR5408;Stair BS02 Shop Drawing stamp; valuation. No added plan review fee. Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP 12/14/2006 George Action: PA This is a partial approval to allow tor ch� men' s and women' s spa. No other changes are approved O1/15/2007 George Action: PA This is a partial approval tor a rooting mc 04/12/2007 George Action: PA Revision 1 This is a partial approval to a. addition of cedar shakes . Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 12/20/2006 tk Action: AP No issues with root moditications. Plans rE 12/13 . 06/05/2007 tk Action: AP No PW issues with revised egress plans reca 09/17/2007 tk Action: NA Stair Revisions rec'd 8/9/07 Item: 05550 ENGINEERING CIVILS .*.�.�:******►�s*.�*«:*�***.�*.**.+.�******..�.s�**.*****�s+�.*.�+*...«+�**:.*+..:*.****.��****«.�+�..+.*..*+�*�*.**�*.*:+.*..**.***.*�*.*+.*.+.. See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOUR CE BY TELEPHO A - OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNA OF O OR CO HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0019 as of 09-20-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 09/20/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VA1L Location: VAILS FRONT DOOR-BUILDING'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: Cond: CON0008949 Inspection of the exit signs, emergency lighting and the exit discharge required prior to use of the exit system ******************+*********************+**�*+****�**************************************�** TOWN OF VAIL, COLORADO Statement **+******+**********************************************************+*****+****�+****+****** Statement Number: R070001925 Amount: $120.00 09/20/200703 :19 PM Payment Method: Check Init: LC Notation: #56721/HYDER CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B06-0019 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Total Fees: $63,887.35 This Payment: $120.00 Total ALL Pmts: $63, 887.35 Balance: $0.00 *****************+************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 120.00 ----------------------------------------------------------------------------- � � � � ��II�C. C��L C3 f�,�C3 i�l Building Departtnes�t Senrices September 18, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: ASI B-020 PERMIT NUMBER: B06-0019 REVISION NUMBER: 8 INTERNAL REF#: 5407 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: 8 sheets—ASI B-020 Mechanical Coordination Clarifications Plan review fee: $120.00 No additional square footage- No added valuation Sincerely, � `��' Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.royer(c�r�,SAFEbuilt.com Page 1 of I SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓ C:\Users\ependley.CIA3�AppData\LocalUvlicrosoft\Windows\Temporary Internet Files\ContentIE5�HZ4ETOJJ�tov-b06-0019.Rev8_FAL[1].doc -. �_ i�� - =� L� �';��'� I—J '� � ., �,- APPLICATION WILL NOT BE ACCEPTED IF INCO PLETE OR UNSIGNED Building Permit#: �4 6�a°��( 97Q�79-2149.(In c €� , � �� ' � ti'"�.� ,*� . . .. I � `�.n I i....., i �, � '. I ��'�� REVISION TO TOWN OF VAIL BUILDING PE 'IT j�� Separate Perrryits are required for electrical, plumbing, mec r�,cal, etc.! ;; I; 75 S. Frontage Rd. !i j' !�;j Vail, Colorado 81657 � `� !_�i ***All Revision submittals must include the Field Set of approved plans. fu will be preformed until the revisions are approved. *** a CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: +-'� D�e��' Lo�n�G^I-i�r? �G�'�f 1�'1• �P CUoo� R'7o� `�,`76' `�►��3 ATTENTION: O� ,JR,CHARLIE,GREG,CHRIS Contractor Signature: � �� COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ � ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel#Contact Ea /e Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel.:# r : a�6�6 �aa i� Job Name: , , Job Address: ,. tl�' �S �/'°�t �oo�- r S G�I I��° Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: vo; �O9o� Architect/Designer: � Address: Phone: Engineer: ��,o�, �n f��. Address: Phone: REASON FOR REVISIONS: �s� �- aa� �t�'�kan�'r,u,� �,•�;,,,��-;v�! ('i�a.n�-��us-+li Work Class: New(✓f Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) FOR OFFICE USE ONLY Qther'Fees: '� Qccupancy Group: � �+►cce ted B : Type of Construction� �'; �,Date Received: : F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0019 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'B' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 08/16/2007 Legal Description: -��j� -�C;,2� Expires . .: O1/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAI'L. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 IA 203 . 75 16, 900 $3, 443, 375 . 00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170 .56 2, 422 $413, 096 .32 Totals. . . 16, 576 $7, 965, 000 . 00* Fireplace[nformation:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ►*�+a*�*+*+**********+**v*rs*�*ss****►****�***�+**srvr*******xr*�**+ FEE S UMMARY e►**�:*********r*�*�*�s*s**�►*******r****»****+s��*�*�**�+**� Building------> $3 i,0 3 i.o o Restuarant Plan Review--> $0.o o Total Calculated Fees---> $6 z,807.3 5 Plan Check---> $2 0,17 0.15 Recreation Fee--------------> $11,6 0 3.2 o Additional Fees-----------> $960.00 Investigation-> $o.o o TOTAL FEES-------------> $62,e o�.3 5 Total Permit Fee----------> $63,76 7.3 5 W iI I Call-----> $3.0 0 Payments-------------------> $6 3,7 6 7.3 5 BALANCE DUE---------> $o.0 0 a�.*►*******►r.*+*r*r»»s�s*a►�*:***r***+**s*****v**+**»ss*a►*�++�***�**s**�*�***►++*++*as*srs**r��s*rs+�**s+*+***►**M**�**�******+*****a�a****�** Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs . 03/O1/2007 MROYER Action: DN Revision 3- Stone Veneer support . Comment . to Neha 03/O1/2007 . 04/13/2007 MROYER Action: PA Rev. 1- ASI-B005- Rooting moditication. Bi. @ $60 05/02/2007 JP Action: DN Correction letter sent addressing temporar� 05/07/2007 jplano Action: AP REV. #4 - APPROVED CHANGES TO STAIR BS05, : PLAN REVIEW DUE, $120 . 00 05/16/2007 jplano Action: AP REV #5 - Approved temporary exit plan tor 1 Vail, 10 hours of plan review due, $600 . 00 total 05/25/2007 MROYER Action: PA Rev. 3/ IR3088 : Stone Veneer Support. - Add: hours : $180 . 00- No additional square footage. 07/09/2007 ep Action: PA Rev. 6/IR4500 : Stair B108 at Lodge revision additional valuation. No plan review fee Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP 12/14/2006 George Action: PA This is a partial approval to allow tor ch� men' s and women' s spa. No other changes are approved Ol/15/2007 George Action: PA This is a partial approval tor a rooting mc 04/12/2007 George Action: PA Revision 1 This is a partial approval to a. addition of cedar shakes . Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 12/20/2006 tk Action: AP No issues with root moditications . Plans rf 12/13 . 06/05/2007 tk Action: AP No PW issues with revised egress plans recf Item: 05550 ENGINEERING CIVILS *�**..+.�.*..***..�*+�*s+*�*�.**.,***+,.:+�::s+.*«.*.�.+*.*...**.�..***+*s*»*.:+�.:...*+...�.�+.**�+�.*.�+��****.*:*.s.�*.*.***.*..�.*�****.�«�.* See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS ANCE BY TELEPHONE AT OUR OFFICE FROM 8:00 AM-4 PM. c � PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0019 as of 08-16-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 08/16/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: Cond: CON0008949 Inspection of the exit signs, emergency lighting and the exit discharge required prior to use of the exit system J SA� � built�n�. {��3LORADO Building Department Sen+iees Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 July 9, 2007 RE: PROJECT: Front Door ��n �f �al' PERMIT NUMBER: B06-0019 ' REVISION NUMBER: 6 • �� INTERNAL REF#: 4500 � ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed the following documents for Designer stamps plans: Stair B108 revisions at Lodge Plan review fee: $0 No additional square footage- No added valuation Sincerely, Matthew Royer Building Official Colorado Inspection Agency P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.ro�(�a,coinspect.com Centennial Office: 12503 E.Euclid Drive,Suite 210•Centennial,CO 80111 •(303)734-4567•Fax(303)708-1790 Firestone Office: 11409 Business Park Circle,Suite 350•Firestone,CO 80504•(303)774-1388•Fax(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO 80550•(970)656-7511 • 1-800-400-1581 •Fax(970)686-9248 Eagle Office: 128b Chambers Avenue,Suite ]O1 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(970)328-1790•Fax(970)328-1791 � tk p��''1 ��,,-�-. L �j��--�l—� ,s.l� , c� � , 7 � APPLI ON WILL NOT BE ACCEPTED F INCOMPLETE OR UNSIGNED Building Permrt# ��a �(�/ e � �� 7�,2;1A��l��„c�1.��ti�) �,.ct.Q7 � � � �� * VISION TO TOW O AIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: N �..- cons�� , �o9-f1 �I,�.�v �?a-�t 6 -a�s�3 ATTENTION: JOE, JR,CHARLIE,GREG,CHRIS Contractor Signature: ,-- COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea /e Count Assessors Office at 970-328-8640 or visit www.ea (e-count .com m,�a n��a ^ � �!��a�R,�� aletd �a �a Job Name: �/��'�� .rC'�f ��,er Job Address: ��'� (/t,� �,q,�,� Legal Description Lot: Block: Filing: Subdivision: Owners Name: �� s� Address: Phone: Architect/Designer: Address: Phone: Engineer: ma n�,,d� � r�P J� Address: REASON FOR REVISIONS: ��,�, �l04 � Le dgp sr,�,b„y;�� Work Class: New Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) FOR OFFICE USE ONLY Date Received: Permit Fee 10 : Plan Ck Fae �0 : Accepted By: ' � Permifi Fee(91): Plan Ck Fee(�1): Outsaurced Terms: F:\cdev\FORMS\Permits\Building\building_revision_3-27-2007.doc Page 1 of 2 12/8/2005 � u Questions? Call the Deve,,�pment Review Coordinator at 47�-2128 � � °�F�. , . ��'4 �� , �� ., . - � _ _ �'G�fl�'�"� ` Bui/dincr Per�nit Submitta/ Check/ist Department of Community Development Project Name: Y��s �"�� "' Project Address: l�"l Va,Y L"'n�° ✓ This Check/ist must be rnmv/eted before a Bui/din4 Permit aan/ication is accepted. ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan (4) included (refer to Public Works checklist) No dumaster,parking or material stora4e allowed on roadwavs and shoulders without written a�aroval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature (All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans(All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ':, ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown I have read and understand the above listed bmittal requirements: Applicant's Signature: '�%�1Z�G.� Date of submittal: G � ' Received By: F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12/8/2005 � � ,��1 ` �'�3� L�I APP N ILL OT BE AC EPTED IF I PLETE OR UNSIGNED Building Permrt#. I� O �,--Oc9/� �. #� � 970-479-2149(l�nspections) �� REVISION TO TOWN OF VAIL BUILDING PERMIT � � Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vait, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail eg. No.: Contact and Pnone#'s: � de�' cn�5f.�u�-�.o� �� 0�,�� t�� f (9rol�r7� -� a��3 ATTENTION: ,JR,CHARLIE,GREG,CHRIS Contractor Signature: ��2� G COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea /e Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com Par��M# � � �U ( � � , , Job Name: V, r( �� ,,� ^��U� Job Address: r�� (�( �� -�-� �/! � Legal Description Lot: Block: Filing: Subdivision: Owners Name:�� /�PS�r-� Address: � Phone: � ArchitecUDesigner: �a�� Address: Phone: Engineer: �G��dA�i?Pw�'ll Address: Phone: REASON FOR REVISIONS: �ODf,�i� �n�tG�,��f;v/� �t�' �a--�l l�k �5�iir.�° Work Class: New(Xf Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s WoodlPellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) FOR OFFICE USE ONLY :OtherFees: Occu anc' Grou : Acce ted B : Type of Construction: . ' . -. ..Date Received: ; F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 II AGENCY Municipal Building Department Services 4/12/2007 Charlie Davis Chief Building Official 75 S. Frontage Road, Vail RE: PROJECT: Front Door Building B Rev.#1 INTERNAL REF#: 2634 PLAN REVIEW: # B06-0019 ADDRESS: 151 Vail Lane Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: ASI-B005 Fees 10 $ 80 $ 11 $ 81 $60.00 Total Permit Fee $ Plan Review Fee $ Hourl at$60 1 $60.00 Increase Valuation $ These documents were reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. Colorado Inspection Agency finds the documents submitted to be complete for construction and ready for issuance of the revisions. Please see attached conditions of approval. Sincerely, l M tt Royer Building Official Colorado Inspection Agency (970)328-1790 Matt.royer@coi nspect.com Centennial O�ce: 12503 E.Euclid Drive,Suite 210•Centennial,CO 80111 •(303)734-4567•Fax(303)708-1790 Firestone Office: 11409 Business Park Circle,Suite 350•Firestone,CO 80504•(303}774-1388•Fax(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO 80550•(970)686-7511 • 1-800-400-1581•Fax(970)686-9248 Eagle Office: 1286 Chambers Avenue,Suite 101 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(970)328-1790•Fax(970)328-1791 � �°� � ��. Colorado Inspection Agency Eagle Office ��iC3:l\.yi�E�C��{'.''1.�5 AVEi��.��'.': ,�, 4�l 3 �� R�O �7"'� 1 P;car�s?�x<.�rrir�e?�': F.��<�ie. :.'c�lc�rc�t��81��i i F��il��i�c� ;�ffi��€��I: Matthew Royer :wJffice i'��c>i��: 970-328-1790 �f:rr�,i� �: j30Co � OD1� ��;��:�r�:�! Rc;f. �: 2-� ,3� �'roj�c�t �'��.7rr��=: �►1'Y' �oolZ �D: � I°'�.visic�r� rit�r��k��=r: � �escrir�*ior,: `(�ooF �CVrSct�Ns TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0019 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'B' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . OS/23/2007 Legal Description: —,�-�S� - 66,C� Expires . .: O 1/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 IA 203 . 75 16, 900 $3 , 443 , 375 . 00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170 . 56 2, 422 $413 , 096 .32 Totals. . . 16, 576 $7, 965, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ******�*******�******►�**********�+►�*�*�*�****s*+*s*�********+r+*** FEE SUMMARY ****r*********►*****«►+**+******��►***►****+*****►****�*�*++ Building------> $31,031.00 Restuarant Plan Review--> $0.oo Total Calculated Fees---> $62,807.35 Plan Check---> $z o,1�o.i s Recreation Fee--------------> $i i,6 0 3.2 0 Additional Fees-----------> $9 5 0.o 0 Investigation-> $0.o o TOTAL FEES-------------> $5 z,80 7.3 5 Total Permit Fee----------> $63,767.3 5 W iIl Call-----> $3.D 0 Payments-------------------> $6 3,7 6 7.3 5 BALANCE DUE---------> $o.0 0 •aa*********�*s*:r�«***s�a*s*s*�**+**:**+�*�*r�rs***►�***�rs**+**+**s�***ra*****+******�a�*�**+�s****************►s�*�*�a*s***a*****+*s+****a��*:« Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs . 03/O1/2007 MROYER Action: DN Revision 3- Stone Veneer support . Comment . to Neha 03/O1/2007 . 04/13/2007 MROYER Action: PA Rev. 1- ASI-B005- Rooting moditication. Bi. @ $60 05/02/2007 JP Action: DN Correction letter sent addressing temporar� 05/07/2007 jplano Action: AP APPROVED CHANGES TO STAIR BS05, 2 HOURS OF DUE, $120 . 00 05/16/2007 jplano Action: AP Approved temporary exit plan tor the Lodge hours of plan review due, $600 . 00 total ' 05/25/2007 MROYER Action: PA Rev. 3/ IR3088 : Stone Veneer Support. - Add: hours : $180 . 00- No additional square footage. Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP 12/14/2006 George Action: PA This is a partial approval to allow tor ch< men' s and women' s spa. No other changes are approved Ol/15/2007 George Action: PA This is a partial approval tor a rooting mc 04/12/2007 George Action: PA Revision 1 This is a partial approval to a. addition of cedar shakes . Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated r� 6/16/06 and 7/06/06 12/20/2006 tk Action: AP No issues with root moditications. Plans rE 12/13 . 06/05/2007 tk Action: AP No PW issues with revised egress plans reca Item: 05550 ENGINEERING CIVILS *��*.*�.�*.�+.*+*.+*+***.*:*.....*.***.**.,*.+.***..**..***.*.*..�**+�*+.*:*...*.*�***.*.*�*.....*�*»**+.�*�...+.��++.*�.�►*.�+**..��+**+��►�*+ See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOU VANCE BY TELEPHON 149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNATURE OF OWN R CO R FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0019 as of 06-14-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: OS/23/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: Cond: CON0008949 Inspection of the exit signs, emergency lighting and the exit discharge required prior to use of the exit system ***************************+************************************************************+*** TOWN OF VAIL, COLORADO Statement *************************************************+********************+*****++++*++++******* Statement Number: R070000975 Amount: $180.00 06/14/200704 :24 PM Payment Method: Check Init: DDG Notation: Hyder 56037 ----------------------------------------------------------------------------- Permit No: B06-0019 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Total Fees: $63, 767.35 This Payment: $180. 00 Total ALL Pmts: $63,767.35 salance: $0. 00 **+********+****************************+*+*++*******************�************************�* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 180.00 ----------------------------------------------------------------------------- =olorado Ins ection�= AGENCY Municipal Building Department Services 5/24/2007 r0 ,ug wn ;;�, �f V8i/ . �� :�� .� ��,� i D vis `" Charl e a � Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door PERMIT NUMBER: B06-0019 REVISION NUMBER: 3 INTERNAL REF#: � 3°�a ADDRESS: 151 Vail Lane Dear Mr. Davis: Colorado Inspection Agency checked the plans for appropriate stamps and signatures: Plans: Stone Veneer Anchoring Additional 3 hours plan review- $180.00. No additional square footage. Sincerely, �� Matthew Royer Building Official Colorado Inspection Agency P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.royer(c�coi nsqect.com Centennial Office: 12503 E.Euclid Dnve,Suite 210•Centennial,CO 80111 •(303)734-4567•Fax(303)708-1790 Firestone Office: 11409 Business Park Circle,Suite 350•Firestone,CO 80504•(303)774-1388•Fax(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO 80550•(970)686-7511 • 1-800-400-1581 •Fax(970)686-9248 Eagle Office: 1286 Chambers Avenue,Suite 101 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(970)328-1790•Fax(970)328-1791 ��`� i r�� .. s'��i�:�:�w � .*v,� _ � , , . . , __ a�. _, Colorado Inspection Agency Eagle Office i 2�i�C��c�r��kar;r�s Avr�r��e; �`i i71 �'ic�n, Exc�r��ir�e;��: �I/lY�-t7 �oY�-'12 Fc�c.�le, :-;olor��dn�i1 F9'�i E�t�il��ir��c� C3ffic;ic�i: Matthew Royer Office f'hor�E: 970-328-1790 F'crn;il �: O - 00 I� In9e.rr�c�� Rc;�. #: 308 S �'rc�jWc:t �ic��r�e: �on�r poe�t� �c-p. a I?�visic�n r�urii��er: �j C�esrripti�n: STi��tlE V6N�'G,t� %�'�!lCFf�I21�C-� Date: � Task 0 7 � Rr.�VtQ� ` C'oM�I�TS � "A �� ./�_Ii T �.-.w�r� Revisians to � Billable Plan Vatuation Hours �,Approved Pians @� Review by �� p� �'�.�.__.� �o ._........_.............�� 3. . ..�.�. � ......�.....,,............,..,...,..e_�....«............ � o � 2 1.20.°a / op /9 �� . Total hours � 3 � l8�.oa Exarn(r,et;4ic��,a�use Total m0 Zo. 00 v0. �8�. �U D525 r;:_,-., � J 0 I � ��;'p S'l�Qt . � ��I\�f�/ t. APP ATION WILL NOT BE ACCEPTED IF I PLETE OR UNSIGNED ,3085 Building Permit#: ; � - ' �d�� • 3 � � f 970-479-2149(Inspections) ---.= � � ��` � REVISION 70 TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No fulrifier inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: ��'�' �n �w��.D� ��(� Q i'- �l ;`- r��70� `�Of� - Y- ' �a�S'/ ATTENTION: Q ,�JR,CHARLIE,GREG,CHRIS Contractor Signature: ,— �•` � ,, �.,� , , ��:�..� �`,,, COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ ,� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Count Assessors Office at 970-328-8640 or vi i .ea le-count .com Parcet# " � � ° �(6 � G � f r �,�;,�,;� r +,�`�` <� � Job Name: . , Job Address: , � U��S �/L�v3 7L �Pal' �.�/" Vi�� Lan w Legal Description Lot: Block: Filing: Subdivision: � Owners Name: Address: Phone: Uct ` iQ�s.� Architect/Designer: �.� � Address: Phone: Engineer: ��re�, ��,�,/� Address: Phone: REASON FOR REVISIONS: Y`PSC�. � 2 Y o/� ��o�?�° U��i-� �LG/,ar;, Work Class: New( Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) � No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: � No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet( ) Wood Burning ( ) � No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) FOR OFFICE USE ONLY p ,, Other Fees Occu anc Grou : '� Acce ted � : ,, r., Type of Construction: Date Received: ;'� `; F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 u N O�v�+�L2005 � -row , � 3o$s I R�° s��? � APP ATION WILL NOT BE ACCEPTED IF IN PLETE OR UNSIGNED .. Builcfir�g Permit#:�..3 U" V U/� #� � 1 �TQ-479-2149{I�s�ectir�ns) ``- '.__ � ��i � REVISION TO TOWN OF VAIL BUILDl�1G PERMIT Separate Permits are required for electrical, piurrxk�ing, mech�r��ca�, efie.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. **'" CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: d�'r' Co n -��: �o� �vt O - •`� �- �r o `�"70 - �= --��/� ATTENTION: O��,JR,CAARI,IE,GREG,CHRIS Contractor Signature: � � �� ,�� COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMiT Labor& Mat�riafs REVISED AMOUNT: $ ,� ELECTRICAL: $ �� QTHEa: $ ` �� PLUMBING: $ MECHANICAL: $ � RFVISED TOTAL: $ � �� For Parcel# Contact Ea le Count Assessors OfiFice af 970-328-8640 or visit www.ea le-couni .c�m Par�el',# ��Gl G7 Job Name: . , Job Address: / U , � UG�� /S -�it�r}7`' �P o/' C�s / �-r a sz� Legal Description Lot: Block: Filing: -� Subdivision: � � � Owners Name: ,, Address: one: u ,p�s,� I L Architect/Designer: ,�� O Address: . Engineer: Address: Phone: /YIor1/'DP d-��P[�.�°/(� �� _.�____� REASON FOR REVISIONS: V`�scc� � e. `�o/�' �'v�F Urn��r �lGhvr„�, Work Class: New( Addition ( ) Remodel ( ) Repair( ) Demo{ ) Other ( ) � � Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( j No ( } Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( } No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: NolT e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin � No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pe11et Waod Bur�iin NUT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( } No ( ) ****************'"*************** FOR OFFICE USE ONLY**�*** n '�� * '"'" U ; Other Fees; Occu anc Grou : Ac r Type of Constructian: �,� Date Received: � F:\cdev\FORMS\Permitsl8uildinglbuilding_revision_11-23-2005.doc Page 1 of 2 ��t�jN ��V��005 V� . , ��,� `� �,�� tt:�;e�� I I, AGENCY COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS TO: Contractor Architect Engineer Hyder Construction 42/40 Monroe & Newell Eng Doug Thompson Randy Hart EMAIL: dthomson(a�hyderinc.com rhart(a�4240arch.com FAX#: REVISION NUMBER: 3 INTERNAL REF. #: 3088 NUMBER OF PAGES: 2 FROM: Matthew Royer DATE: 03/01/2007 BUILDING PERMIT#: B06-0019 OWNERS NAME: Vail Resorts Co. SITE ADDRESS: Building B SUBDIVISION: Mill Creek OCCUPANCY GROUP: R-1, S-2, B, A-3 TYPE OF CONSTRUCTION: I-A NUMBER OF STORIES: 3 The design documents submitted for this project have been reviewed for compliance with the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: . Please submit (5) complete sets of revised construction documents containinq the reauested information or qlan revisions with all revisions clouded or otherwise identified. . Please respond in writinq to each comment bv markinq the attached list or creatinq a response letter. Indicate which plan sheet, detail, specification or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. . Please be sure to include on the resubmittal the enqineer's or architecYs "wet" stamp siqnature reqistration number and date on the cover paqe of anv structural calculations all structural details and structural sheets of the plans. For commercial or multi-familv proiects all sheets of the plans must be stamped. V:�Plan Review\Vail\Front Door\tov-606-0019.Rev3.DOC Page 1 of 2 , � BUILDING DEPARTMENT COMMENTS: 1. Document dated January 29, 2007 page 1 of 10 states that the design is based on the 2003 IBC. All other sheets reference the 2000 IBC and the 2000 IBC code sections. Please amend the calculations to reference the correct code section of the 2003. Design calculations must be in compliance with adopted 2003 IBC. 2. Provide listing for this product (Dur-o-wall) by an approved listing agency i.e. ICC Evaluation Services. 3. Provide construction details for installation. Be sure the detail is clear for installation and inspection. Include spacing horizontally and vertically, anchoring requirements. Please refer to the cover sheet for information and instructions for resubmitting plans. In order to avoid delays please check all requested information is included with the resubmitted plans. Contact Person: Matthew Royer Building Official Colorado Inspection Agency 970-328-1790 m att.roVer(a)coi n spect.com V:�Plan Review\Vail�Front Door\tov-b06-0019.Rev3.DOC Page 2 of 2 \ q 1 THOMAS K SMITH, PE 8540 E.McDowell Road—Suite 7 Mesa,AZ 85207 Phone: 480-380-3182 Fax: 480-380-3471 Apri15, 2007 Dave Little , O�I Gallegos Masonry � � 100 Yacht Club Dnve, Wolcott, CO 81655 F ��;�..� !�� f�aiiW Ref Vail's Front Door—Vail, Colorado � �`� �� ,� �� Transmitted herewith aze the following: • 7 stamped and signed copies of the Index Of Current Drawings, dated Apri15, 2007 (Rl), and each drawing listed therein. • 7 stamped and signed copies of Calculation Series 3. • Response letter to review comments from Colorado Inspection Agency. Very truly your , ,�.pPRQ'VED i�C�� _ .lU;�ci �., ,�,s�ection and Compliance to all ;��:�vant Adopted Building and Municipal Codes. Changes in Pians MUST be approved. THOMAS K. SMITH,PE �;u:e OSZ�Z�7 By_� , �,�:�a: �� / �: encl: as G�:�r<,�o Insp��lion A�ency /R:3oBB C3 NU EY.('EPTiO":�TdFitN ;'•EXC£PF:C?;:S AS Nf3ziU ��<EV;=YYEC FOR RF_TAEV=O FuR ficCO:f: trl=UR;•na7iCN On!LY ❑g�r rt r„�'r"C,ut`D Fy.^•'•;E 1-�'SR1CaT�ON P.1AY B� UkGrl'.°o,4:=p: 7>nS .'�OES I:OT F.IT�ti:;F:�.ZE Cri4riGE3 TO CO'•itfb'.CT S:x�i GR TIt.�,E i�uLE�S 5TATC0!N::�+AtIGF _�C'cF iF f.I�d_C��.;-:C BE'..i.:W FFG-1Cn:?GN r.1.4!' l:�bi F,c I;NGFRTA75Et1 FiC�U�i�AiT ;:i�;:r,i.:c1'�p C:r;ES. O P,Eb'�SE qtvp RcSUB1:IIT `:iE'�^'INIi i�O1JL'i i�GF,Cii!:FC:R;A.'�:�d'�:Iir!TH;[D:_�iL'-1:CONC.^.?7�.�?Mr_ .:.!c%_i F�i4';:Gh�E .2NC-LtiR T�}: %t il<F.�a.l"1��i r�.y- !W THF t70:;.TS?C7 CvCUI.i:.N'S,T.1E ^,GiJTRAC7�;r I$�RES !:5!F3i.F R U!f�c•.:g10�;° l:f��.�r.,�\fED � J C;JpncLAn=G r' 'H�=�$iTE. Pini Ir:FJ�.fAP.Tlr:nl T�HA7 F'EF:�c.;E9S SCILFL'i rp T:1� - -?�i..'�1�iJtv "i:JQE55 OR �rC Tii= ;�1cA?i5. 1:��_�HC"u°..TF.%u•t'�;::cS.Sc�U.�itCES ANG Pap,_ECUHtiS vf CONSiFUI.TIC��. �aidti fvn Ci:'!:F.�ih:,�.11'.";h:•�:Ti�E YVpitl:CF.:.��F'.hG�S ,� `"3 � �'Y----- �A�� Rc�i��wed 8y -- s ; .—.._' __ L'et:__� O d___�7—_— -Specializing in ENGINEERING STONE CLADDING- � , THOMAS K SMITH, PE 8540 E.McDowell Road—Suite 7 Mesa,AZ 85207 Phone: 480-380-3182 Fax: 480-380-3471 April 5, 2007 Dave Little Gallegos Masonry 100 Yacht Club Drive, Wolcott, CO 81655 Re£ Vail's Front Door—Vail, Colorada Please refer to the review comments by Colorado Inspection Agency, Ref. # 3088, and dated 03/O1/2007. This letter provides a response to each of the comments made. Comment 1: Document dated January 29, 2007, page 1 of 10 states that the design is based on the 2003 IBC. All other sheets reference the 2000 IBC and the 2000 IBC code sections. Please amend the calculations to reference the conect code section of the 2003. Design calculations must be in compliance with adopted 2003 IBC. Response 1: Please see Calculation Series 3, dated Apri15, 2007. Comment 2: Provide listing for this product(Dur-o-wall)by an approved listing agency i.e. ICC Evaluation Services. Response 2: Dur-O-Wall does not have such a listing. I also checked the other major manufacturer of brick/stone/masonry anchoring devices,Hohmann&Banard, and was told they also do not have such a listing. In my discussions with these companies,the view was that the process is extremely slow and expensive,having to be repeated on a regular basis even though no changes are made to their products. These two companies are the most well known in the industry, and have produced reliable engineered products for many years. I could design unique connections,but they would be produced by smaller companies also without such a listing, and less quality control. Comment 3: Provide construction details for installation. Be sure the detail is clear for installation and inspection. Include spacing horizontally and vertically, anchoring requirements. Response 3: Please see the drawings listed in the Index of Current Drawings, dated Apri15, 2007 (Rl), and the general notes that are a part thereof. - Specializing in ENGINEERING STONE CLADDING- � Gallegos Masonry Apri15,2007, page 2 Additional comment on Index of Current Drawings dated January 11,2007; Verify conformance with IBC 2003 Section 1405.6 and spec section 04450/3.03/C. Response to additional comment: The jointing of the stone precludes complying with these references per se. Please see my note on page 1 of Calculation Series 3 regarding the fact that the design and calculations were developed under the provisions of 104.11, 2003 IBC, "Alternative materials, design and methods of construction and equipment." Very truly yours, / THOMAS K. IT ,PE -THOMAS K SMITH,PE-Specializing in ENGINEERING STONE CLADDING- t � ;��.�;,t cc.•��es �h�;� r�;� shop THOMASKSMITH, PE ':�;�.,��, ;�-,�• 6�� t�W;;c _ 8540 E. McDowell Road - Suite 7 �"��±�� Zo','��tc�y5. F�"�VUED BY f Mesa, AZ 85207 '"�' r�'�'",''�' `;,� �� L f Phone: 480-380-3182 Fax: 480-380-3471 , � VAIL'S FRONT DOOR - - � *'� VAIL, COLORADO °y��B�7 �-//•� COLOR AGENCYECTION INDEXOFCURRENTDRAWINGS April 5, 2007(R1) General Notes: • Spacing of anchors shown on the drawings will vary as the stone sizes vary throughout the project. Where possible, space anchors at a ma.ximum of 16" O.C. both horizontally and vertically. Where stone size is higher than 16",place anchors at both the top and bottom of the stone 14"O.C. m�imum. Where base stone is more than 12" high, place anchors per typical details at the joint below the base stone. • The following fasteners, installed per manufacturer's recommendations, are permitted in either concrete or filled CMU backup: o PAN(Powder Activated Nails) X-DNI with 145 shank by Hilti embedded a minimum of 1". o SPIKE (1/4" Spike) by Powers Fasteners embedded a minimum of 1". o XBT(Kwik-Bolt II) by Hilti embedded a minimum of 1 1/8". o SDC (Self-Tapping Concrete Screw) 1/4"Kwik-ConII by Hilti embedded a minimum of 1". • Alternates to the fasteners listed above may be used with prior approval by Thomas K. Smith, PE. • Dimensions annotated with "ref'are reference dimensions. Reference dimensions are design dimensions that may vary due to allowable fabrication or construction tolerances. REV ,� NO. DATE �V DATE TITLE �J SE.1 1-10-07 2 4-5-07 TYPICAL RESTRAINT CONDITION AT CONCRETE OR CMU * BACKUP SE.2 I-10-07 1 4-5-07 RESTRA[NT-6"STONE @ 12"SETTING SPACE-ON CONC. OR * CMU BACKKUP SE.3 1-10-07 RESTRAINT-4"STONE @ 6"SETTING SPACE-ON CONC. OR CMU BACKUP �P°� RE��s O �p5 K S� � � /Z�� %�y�� PE-38728 � � � \ � � � o�� _ / - � CODE: * -- Drawing is new this revision / NA — N -- Drawing is not currenNy used � � r %� "v� r � , � _ � �., � � 4 ..,� n. .._vi.i� �...rw+wv+w�rw.-••._.e... ......rr�ra•I�n4M�V'Mw�Ifxs�� p D�vC10D.'D flT ODT ❑ � p�iAZ�Q< D A� n � �Da�^'� m� ��i 'zt�n' t - �ioztm�� y� �� p< ny $yfn�NZ� �o �o �� _O o� z,�i a=c�o �m �� D� °xmzd �" � � >n`��v� GO y� Zr; � �m�COZr" ZNO7'�j-12A ❑ T Oj 0.77 T 2 QimSm�mn x7 p nWA 1" � o � w ?°TS�� < � g� �` �� .\\ � `C mLm�A=a /� � �� N � � � Q�mAy�z➢ in z � ro "�j 11mmn Z �� G Oz02;n�n^' O � � ('\` m i��.. `t rD-�zm�A-a Rl � .T�lm ❑i. v �(A�L,y V D= U) �1 �C N.-0 � �C7 Q f11 m-�1--1 � �:,� /�i�T� s,mom �p� W m Cm rtl... �. � yA��'�'�Fn � Czp �� 2 yOA�fCnN Aj m�. rr �AZOZZ p NZ C 1 O-�'rG f'1 y '1 'T � [Q�ppZ�p � � C `-1Dy�7 Z pN Z n"'3�0� � ZR cR^ ��` -+� N ��n C � . "'>-�or � z aZ=m>-� �o � � V 1� ZN-Difn-�iT � Rti 8540 E. MeDowell Rd. #7 n Phone 480-38a-3182 DWG: SE.1 Mesa, AZ 85207 THOMAS K SMITH� i-E Fax: 480-380-3471 PROJ: Vail's Front Door — Vail, Colorado DATE: 1/10/2007 REV: 2 DATE: 4/5/2007 SCALE: 6"=1 '-0" VARIES VARIES � / / � / :.::.: °a / / / / / / / �: a / / / :: a a / :�:`:�:�:::�::�:�::��:��:�:�:�:�:��:�::�::�::�::�:��:::`:��::;�:;�:�:�:;'::ti;`:.::;:�:�:::`::::::�:`:�:�:: / / / / ......:r.{ 4. � � � / / � •.:•rii� a � � � � a � �:i�i{:�i'•}?:}i'{{;•:�{•;}:'{i•:}}};'i:i{�•:�i:'.•ii:i:�:ciii'{i:•rk•::::•:i:{i•i:?ii}i / / / / a / / �•'�' / / / �'�� 4 / � a / 0 � / � � / ::::D.ur.—:0:�_��a:i�::=:2�;::3:::�:Pl�ate:::�::�:�:........ / / � / / �� with 213QT seismic pintle. ;;�� a a / Raked joint typ � �� Fasten to concrete a ° :: or filled CMU with Fpstener �:�: a � / � � � / �:� as indicated in General :::::�� / / � / ::: Notes. PAN fastener shown.:•:'•: a � ° � ............................................................................. ................................................................................ ..............................................•--........... ............... ..... ........................................................... .............. a • ............ ................ ... ............. . ..................... .... ............ ................ ...... ............. ................. ............................................................................................ ............ Q d ..............�:.:�:.�::.:�::.�:.::�.�:::.�::::.......::'::.�:::.........:..............�:::::... ::':::.�:::" . / ............:..::::':.:::.�::.::::':.�_:�:.�:"":'.�.'.:..'.:'.�.:::..:':.�'. " . . / / / p / / / d / :.'.:'.::'.:'�'".':.�':.:�':.'�'::�'�':.�.�:.�'.''"'".':".'::.':•':'::':.'.�� .'.'.'.'.'.'::.':.'.'� / / / / / : O / 4 / � •�:� a / / / .r.ti•.:•. a a . / / � a / / / �'r / / / / / / r:.. 4 / / � / / . ..... ....................... ........... a . / � / � :�:�.�C'ast.��.�i�n....place....conc.rete...or...��.: • � / � � / :�: filled CMU with filter fabric �:;�.` a ° .. ... a / / � / / / / � / �:. drainage mat per arch. '::� a ..:: a aa � � � a a / � �':�' a / � � � � � � � :�:i�: 0 � a a i / / � � a � � � / a � � �:�:�:�::�i.:_::;.:.::�:�::�::� ° a � / � � :`.�:�::� ................... . � � i � ::..:'�:;�:�:`.�:�:�:;�:�:::.:..:_::�::`.�:;,�;,:�:,�::'':�.�.�.'�:;�:�:�'�;:�:.`-�`.�'�::��:�:�:�:;�:�:��:�:_:-:�:_`.� Stone — 1 :24 batter Full Mortar setting NOTE: Use either 3", 4", 5", 6", or 7" pintle with pfates between 1 1/4" to 3" to achieve at least 1 1/2" engagement into the joint between stones. Drawings SE.2 and SE.3 show the anticipated maximum conditions of stone thickness and setting space. TYPICAL RESTRAINT CONDITION AT CONCRETE OR CMU BACKUP M sa, AZM8520711 Rd. #7 THOMAS K SMITH pE Phone 480-380-3182 DwG: SE.2 � Fax: 480-380-3471 DATE: 1/10/2007 PROJ: Vail's Front Door — Vail, Colorado REV: 1 DATE: 4/5/2007 SCALE: 6"=1'-0" t'-2„ ref � ref / � � / " i :::::�::��::::�::::�:::::::;�::�:�::;•:::•:�:�::•::-::�::�:�:::�::•::::�::•::�:�:�.�.�:.::::�.:.:�:.:::.::.::�:::::.:�:.:�:._:::.::�:::.�::.�::. � a / / a / / / / / / / �:� a / :�: a e / / / / a / / �-' / / / tr:.'.i• .a / / / a / / / / a / / ..i1.:°.i.{{{{i{{•:.::':'.:'.i:'i.•.:i'i{•f.�!'r..'f�{::'t}r}.'rJ.':�'.'f}r.{7.'}�•r.{•f.�{7r.7.�.:.{i:....it.•�{{°.:'�..i.{{{•r�.re.i{i•.�r.::i{:iirr. / / / / / / • / ':.'. /J d �. / / / ........................................................... � / a / .:°r.°!.{°!.^:•.{:'fi.�ll.'!}t.i•r.{{'f.':.'.:'.:'f::7f.°!.��.............................................................::.:�:.7::::: / � / � ':`::::Dur—O—WaI 213 ' 3" plate":�_;:'::::' / ' / �:::�:with 7" 1 ° 2 3 Q T s e i s m i c�:�:�::�::�::�::;:::`::_::. a / Raked joint typ o / / ;::;:.pintte. Fasten to concrete-:�:::�:�:�: a � � � �::�:::or filled CMU with Fastener�::�:::?� a :•::._::._::.�:.�.:�..:::::•::::.�:.�:::::::::: � •::::.�:::::.�:::.�::::::::::.::::::::::.:�.:::� ........ :::::._::•::;•:::�:�:::�::;�:;•::•:::•::�:::�::�::�::�::•:�:_:�:::::......................................................................... � / � / :�:�:�::?::�:�::�:'�:�:�:,:?:�:�:::�:-::�::::�:?';�:�:�:•:;::::�::::::a.s...i n d i c a t e d i n G e n e ra I�:`.�:�."::�::�:::.''-' ° � / � / ::•:::Notes. PAN fastener shown.�: � ° � .. ............... ......... ............................................................................... ............................................. a .............::.�::::::::::::::::�.:�::::::::::::::.�::.�:.:�:::::::•:::::::::-.:•::�::.::.�-:::.::'.�:•:;•::•:..:.,... ............................................. . � a. a / ..........:::::::::::..::::::::::.�:.�:::::::•..�.�.::.�,:...:.:.:...::::•.:•:•::�::•. .;;........................................... � / / / / � � a / � a � � / �:�:�:: a � ::::::'.}3i;°::`.�:�::�:.`::.`::�:.`:.`.`:` •:.::�:.�::::::r..:�:::::r::::.°:.�::::::::.�:::::::::::.:::::::??:::r: ':•.°:::.�:::. / �:::::.:e.::°::.�:.�::.�::.�::.�::.�:::.�:.:c:i::.�::.°::::::.�:::::::::::::. ........... / / .•:. a d / / / -.°.titi•i a •:::.�::.�::::::::..�:r..e.:�::.�::•::::.°.:°:::::.�::::•::.°::.�::.�::::•:.: •.�.::::::.:°::::::::::.�:::::::::.�:::.�.: •::::::.:e:.�:::.�:::•:.:�:.:�:.::::::::.°::::::::::�::::•:.�:.:�::::•::::::•:::::.:�::::::::::.�::::::.�::.::•::::::::.�:. / / ° / � •i'fr'.°:i}i.r::�.'.'r'r.{i•i.•.{{i•:.ti•.titi•rrr°.{:}i.•.ti{�:'.'•.i•}r.{:c.ti•.{i:.:.:-.tii:�i}ririi}ii}ii.�.•:r:ti.•ti.•rt:.:ti•.tir:.r.•r.i^.tiiz.c.r: / / a / / / / / / / -.i'. a / / � / / .•ii.ti{{�rr.:.?i"rti.{ii•i.i^.{r�::tii•:.ti{ti.:{.i..'.�.{::^:.tiii:ti�•.•r.::i'.:.}.ti•rrri.'.{^r.°ii.{{•.t{:{^.{{{�.ti{-.°.'.•.-.ii•i.�.ti•r:.i•:'r}ir. , / / � / ;:�;:,::�':.:�:t:.:.�:...... ...................... ...... ° . ..................................�::.�......::::.�::.�::.�::. / / as in place concrete or�::�:.':'..'.'.'.'.'.': / � / ;�:::�:filled CMU with filter fabric�::;�::�:�::�:�: Q / / ° a � :��`.�:�:draina e mat er arch.::�:��::�::��:�=�:;�:��:::�: a �.:�:.:�.::�::.�:.:_::.�:.�:::.�:::::::::::. / / ......g.................P....... �:.::::::::::::.�:.::�:.��:-•::•:::.:�.�:. / / � / / �::� a 4 / / / '.'.':.'::.'.'.":. .' d .. .. :::.".'.'::'.':.:'.:':.:':.':.':.'.:'.'.::'.:'.:'::.:'.':.�..�.:.'.'.':.'.:�.'.:�.'.'.':.':.�::.�:�'.'.".'::':.'.:".':,'.'.:'.'.':.':.:'.:':'.�.:'.':'.'.".:'.:............ . d / / / � / ::'. .O � . / � / / / / '::.'.'.':.'.:'.'.�.'.':.'.�.'.:'�'.".':::'::.:�:�...:.'.':.:'.'�'.'.':..:..:'.:::..:�'.'.:".:'.:�:.:..:..::.'.':�'.'.'.::...:..:.:.'.'."�:".::".'.:'�'.:'.:':�'.'.'.':'.'.:'::'.'.".'.'. . / / a / '�• Q d / / :: / / Q / / / / ':'.':.'.'.:'.'.".::'.'.'.:'.�.:'.'.::.��::..:':.':'.:'.'::.'.':'.:':.'.:'.:�:.'.'::.'::.".:'::.':.':.'.':::.':.':.'::.':.'.'.::•:.:".':::'.:'.'.'.':.':.'�.:'.::"..:..:'.' .'.:'.':.':.':'� . O . . / / / / ':.'.-.':..::�:::'.:.'.':. d . p �. / :.':.:'.':.':'.':.':.'.:::::.'.::'.':.':.:'.'::'.'::.'.':.':.':'.'.'.::'.:.:'.'.�.':.':.':.':.':.':::::.':.':.::':.':.:'::::.'::.'.'.'.::':.':.':'.:�.:':.':........:.::.�..... . i / . / .....................................................:.�:.�:::::::.�:.�:::.�::.:�:::::':::.�:.�::::::::::::'::::.�:::.:�::':.:�::::' - � - .Q � Stone with 1 :24 batter Full Mortar setting RESTRAINT-6" STONE @ 14" SETTING SPACE-ON CONC. OR CMU BACKUP M sa, AZM8520711 Rd. #7 THOMAS K SMITH P�+ Phone 480-380-3182 DWG: SE.3 � Fax: 480-380-3471 DATE: 1/10/2007 PROJ: Vail's Front Door — Vail, Colorado REV: DATE: SCALE: 6"=1 '-0" 6" ref 4" �ref / / / � i:::::•::ti•i:•:°:•:•:•:ii:i•::•:i•ir:• u °d � / / / � .� a / / / d O / / / / / ".:•'.'.'::..:..:.'..'.:•.:.'•;.:":.:.:•.:.'.•.: a . . / / d / '.'.'.'::.':.'.'.'.'.'.'.:'.'.'::.::..'.�.':. .d / / / / / '.'.':.'.'::.'.':..:;.:::.':.':..:..:.'.". � � . / / / / 4 4 / � � Dur—O—WaI 213-0.5 plate � / ;':� a ° with 3" 213QT seismic /Raked joint typ / / a � pintle. Fasten to concrete / a or filled CMU with Fastener � / a � as indicated in General / � / � / � "'� " a ° Notes. PAN fastener shown. / ....................... :.�:.�.................... ............ .......... .... ::•.�:.�:::::::. a ....:�� ............. ..... .............. ... ............ . .................. ............. ...................:.�::.: ............ a j.....:.:�:::... .............. / � / � °a � � / / / :;;�: � / �::� a ° � / � :�';�:�::�: a a a � � / / /::_�;'�;.:�:�::.:::'.�:.`:�'::�:.:.`:�;:� � � / / � �:: -:�:� a a � � / Cast in place concrete or / � � / �:: a ° filled CMU with filter fabric � � a � drainage mat per arch. / � / :..�.�,�.�..:c::::;.`;::::�:.';�.:;-'•'�:' a aa / */ / / ':.':.':.'.':::.':.'::.�:.'.'.:':.'.': �� 4 � � I / .:.:.:.:��'._. .':.':.'.�.'.::'. p d / / / / Q ::�:� a a � / � � :::.. a � � � e � ::�::,:.;.::?;:"•:.�:::�:�::;�::;�:�: ° a � i � / :::::::'::'�::�::�::�::;:.:;.::.:.:�:: a Stone 1 :24 batter Full Mortar setting RESTRAINT-4" STONE @ 6" SETTING SPACE-ON CONC. OR CMU BACKUP " ' THOMAS K SMITH, PE � 8540 E. McDowell Road - Suite 7,Mesa,AZ 85207 Phone: 480-380-3182 Fax: 480-380-3471 PROJECT: Vait's Front Door April 5, 2007 LOCATION: Vail, Colorado Page 1 of 11 JOB #: CALCULATION SERIES 3 CALCULATED BY: Tom Smith CHECKED BY: These calculations relate to the typical stone anchorage with concrete or filled backup as shown in Thomas K. Smith Drawings SE.I (R1), SE:2, and SE.3. This series of calculations also replaces Calculation Series 1. The connection details and these calculations have been developed under the provisions of 104.1 l, 2003 IBC, "Alternative materials, design and methods of construction and equipment." The design provides an alternative to the specifics contained IBC 2003 Section 1405.6 and satisfies the intent of Section 1405.6. This calculation series also incorporates changes prompted by review comments from Colorado Inspection Agency, ref. 3088, dated 03/Ol/2007, specifically with respect to using 2003 IBC rather than 2000 IBC. INDEX Designwind loads ......................................................................................................2-4 Designseismic loads ......................................................................................................5-7 Recap of horizontal loads (seismic and wind)................................................................................ 8 Check Capacity of Dur-O-WaI 213 system ...............................................................................9-11 Dur-O-WaI anchor capacities ........................................................................................Appendix A Powder Activated Nail capacities..................................................................................Appendix B Spikecapacity ........................................................................................Appendix C ExpansionBolt capacity ........................................................................................Appendix D Self Tapping Concrete screw capacity.......................................................... RE ^ DY �A I 2 Q L.�n r�7 �PpO RE��S COLORAAGENCY��TION � /PS K• S� � U ��o� ��S �� h �f � PE-38728 � � dYysv�cn7 cf•(/�, �'p �� /1�,�" , � �'S � NA ,`� — . �� . c -��7 —I � � -� il � I / j. � w."...�.« ..........w..�...,w.....s.,..Hr,sarM..�y, ' + i � t. £""f�.. �.. .� f -i � �1 }t t s �{�. � � � n-T��,ira �T oz•- z.nmpOZUi O iic" O�v� [� c� c:0< � �i� 2 �'�C�m ? S � , a . .. J D'p�n 5 ryl flj SI tTj -tl RI{ �02rmy- nyn� �fi Q<� { f)�NmZA� mlt �T .�f11. . .` �A'� :p �N�yZ- O i;' `� o �'ov+ o �� 3�� • � ��i a_ � bt Lin� . .. �.o� � W i`� � �o ��. �.... . ,. . .. � oZ<�mrZ r7�F � Sm��OJ�< yO ym Z�< t .� ., , � . +� / \ Ou�0a�a0 r ~� OAf �4ril�d � ' .,lti�.+..d141� ' � � j Z. �ti�x/ ❑ p OD' Z ; � 1n/ �m~mamn a W 3� r �': :,�'�� i �o�>�, ° m P �' j i L......w++rra�mee.......,.......+s.w....�+�Ir.+wMawun... � .� � 7.C -1-1�T !-. D "b�� ( A � n < mmz�O.1G12p !!I � D2J i �� !_ N �A��N � m Z yZ —1 v a �Dti�rZm O � �� UZ^'�O� �1 � Om ..��// �° O � m z n m L�A[ ��z'-1N�" Cn � �C (/y�� x pTW_"� C m Rlm J � �� y�-^(� �Orzr, QJ m � IT-if r 1(� o„c�`„ZO � �� Dr N��^'y � � �'�'� Uf � �nzezz � "z - n''�'m��' � a� O� oov -.4 � �x N=�Omm z ow �t � AmazO� p 2g Ifl' �m��yn� m c�m OC N }=b5NZ �f � .r''u'-'+m-�im � rlio �C . � ' THOMAS K SMITH, PE 8540 E. McDowell Road - Suite 7, Mesa,AZ 85207 Phone: 480-380-3182 Fa�c: 480-380-3471 PROJECT: Vail's Front Door April 5,2007 LOCATION: Vail, Colorado Page 2 of 11 JOB #: CALCULATION SERIES 3 CALCULATED BY: Tom Smith CHECKED BY: 2003 IBC SIMPLIFIED CLADDING WIND LOADING PER SECTION 1609.6 Check to see if structure qualifies for simplified wind loading: Section 1609.6.1 & 1609.6.2 Roof hei�,ht qualifications MRH = 25ft (Mean Roof Height) LHD = 28ft (Least Horizontal Dimension) CriteriaRH = min(60ft,LHD) QualifRH = "Qualified based on roof height" Location on hill disqualifications Per Section 1609.4 Exposure Category is "B", "C", or "D" Ex os — "B" P cat — Is the building located on the upper half of an isolated hill or escarpment meeting the following: l. Height of hill. (if not on hill, enter 0 ft) Hhi�� = Oft 2. Average Slope of hill (%) (If not on hill, enter 0%) Slope — 0% 3. Hill or escarpment unobstructed upwind by other such topographic features for a distance from the high point of 50 times the height of the hill or 1 mile, whichever is less (YES or NO). Ans3 = "NO" QualifH;�l = "Qualified based on location on isolated hill" Structural disqualifications 4. Does the building have response characteristics making it subject to accross wind loading, vortex shedding, instability due to galloping or flutter; or have a site locatin for which channeling effects or buffeting in the wake of upwind �s "NO" obstructions warrant special consideration? ("YES" or"NO") 4 5. Is the building regular shaped with roof slopes not exceeding 45% for gable roofs or 27 degrees for hip roofs? ("YES" or "NO") Anss = "YES" Qualifstruct = "Qualified based on structural design" Qualified = "Yes, qualified for simpiified wind loading" . � ' THOMAS K SMITH, PE 8540 E. McDowell Road - Suite 7, Mesa,AZ 85207 Phone: 480-380-3182 Fa}c: 480-380-3471 PROJECT: Vail's Front Door April 5, 2007 LOCATION: Vail, Colorado Page 3 of 11 JOB #: CALCULATION SERIES 3 CALCULATED BY: Tom Smith CHECKED BY: 2003 IBC SIMPLIFIED CLADDING WIND LOADING PER SECTION 1609.6 (continued) Per Figure 1609: V3s, = 90mph Is region hurricane-prone ("YES" or "NO") Ans = "NO" Per Table 1604.5 Cls = "II" (Classification, enter"I", "IP',"III", or "IV" only) I", = 1.00 Per Table 1609.6.2.1 (4) � = 1 Refer to Table 1609.6.2.1(2)for determining the following: Roof Angle is 20 degrees Interior zone wall loads, zone 4 Pnet30_z4pos = 14.6psf Pnet30_z4neg = —15.833psf I�net_z4pos = maX�l Opsf,I�,• �• pnet30_z4pos� pnet_z4pos = 14.6 ps Pnet_z4neg = min�—1 Opsf,I�,• �• pnet30_z4neg� Pnet_z4neg = -15.8 ps End zone wall loads, zone 5 Pnet30_z5pos = 14.6psf Pnet30_z5neg = —19.Spsf Pnet_z5pos = max�l Opsf,I�,• �• pnet30_z5pos� Pnet_z5pos = 14.6 ps Pnet z5neg = min�—lOpsf,IN,• �• pnet30_z5neg� — —19.5 s l�net_z5neg — � Roof zone 1 loads Pnet30_zlpos = g�4psf pnet30_zlneg = —13.3psf Pnet_zl pos = max�l Opsf,I�,• �• pnet30_zl pos� Pnet_zl pos = 10 ps Pnet_zlneg = min�—1 Opsf,I�,• �• pnet30_zlneg� Pnet_zlneg = -13.3 ps Roof zone 2 loads Pnet30_z2pos = g•4psf 1�net30_z2neg = —23.2psf Pnet_z2pos = max�l Opsf,I�,• �• pnet30_z2pos� Pnet_z2pos = 1 O ps Pnet_z2neg = min(—1 Opsf,I�,• �• pnet30_z2neg� Pnet_z2neg = -23 ps Roof zone 3 loads Pnet30_z3pos = g�4psf pnet30_z3neg = —34.3psf Pnet_z3pos = max�1 Opsf,I`,�,� �• pnet30_z3pos� Pnet_z3pos = 10 ps Pnet z3neg = min�—lOpsf,I�,• �• pnet30_z3neg� Pnet_z3neg = -34ps . � ' THOMAS K SMITH, PE 8540 E. McDowell Road - Suite 7,Mesa,AZ 85207 Phone: 480-380-3182 Fa�c: 480-380-3471 PROJECT: Vail's Front Door Apri15,2007 LOCATION: Vail, Colorado Page 4 of 11 JOB#: CALCULATION SERIES 3 CALCULATED BY: Tom Smith CHECKED BY: 2003 IBC SIMPLIFIED CLADDING WIND LOADING PER SECTION 1609.6 (continued) �2efer to Table 1609.6.2.1(3)for determining the following: Roof overhang,loads, zones 2�x 3oH Pnet30 z2oh = —27•2PSf Pnet30_z3oh = —45.7psf Pnet_z2oh = min�-1 Opsf,I�,• �•pnet30_z2oh� l�net z2oh = -27 PS Pnet_z3oh = min�—l Opsf,I�,• �• pnet30_z3oh� Pnet z3oh = -46 ps . ' ' THOMAS K SMdTH, PE 8540 E. McDowell Road - Suite 7,Mesa, AZ 85207 Phone: 480-380-3182 FaY: 480-380-3471 PROJECT: Vail's Front Door Apri15, 2007 LOCATION: Vail, Colorado Page 5 of 11 JOB #: CALCULATION SERIES 3 CALCULATED BY: Tom Smith CHECKED BY: 2003 IBC AND SEI/ASC 7-02 SEISMIC CLADDING LOADS PER SECTION 9.6 NOTE: 2003 IBC paragraph 1621 invokes Section 9.6 of ASCE 7 for determining these loads AT RESIDENCE AND GARAGE Per Table 9.4.1.2; (Per structural drawings) Class = "B" Per Figures 9.4.1a through 9.4.1j; (Per structural drawings) SS = .35 Per Table 9.4.1.2.4a; Fa = 1.0 Per Section 9.4.1.2.4, Eq. 9.4.1.2.4-1; SMS = Fa• SS SMS = 0.350 Per Section 9.4.1.2.5, Eq. 9.4.1.2.5-1; SDS = 2 ' SMS = 3 SDS = 0.233 Per Table 9.6.2.2; Veneer- Low Deformability elements and attachments ap = 1 Rp = 2.5 Per Section 9.6.1.6.1; Shallow Expansion Anchors, Shallow Chemical Anchors or Low Deformability Cast-in-Place Anchors Rp_sa = 1.5 Per Section 9.6.1.5; Ip = 1.0 Per Section 9.6.1.3 Definitions; Average Roof Height h = 25ft Height of attachment point (z= or<h) z = 25ft Unit Weight of cladding g�td = 148pcf Typical thickness of cladding t��d = 14in based on stone 16" high or higher. Wp = gc►d ' �Ctd Wp = 172.7 psf Per Section 9.6.1.3, Eq.9.6.1.3-2 & Eq. 9.6.1.3-3; The following equations are tor a defined coefficient tnat is multipiied by wp to get seismic force Csmax = 1.6• SDS' Ip Csmax = 0.37 Csmin = 0.3 • SDS• Ip Csmin = 0.07 Per Section 9.6.1.3, Eq. 9.6.1.3-1; CS t,y = .4• ap • SDS• Ip • (1 + 2z= h) = Rp CS t,y = 0.11 Cs_sa try = •4 • ap • Sps• Ip • (1 + 2z= h) = Rp_sa Cs_sa try = 0.19 CS = if�Cs_try � Csmin�Csmin�if(Cs_try > Csmax�Csmax�Cs_try�� CS = 0.11 Cs_sa = if(Cs_sa try � Csmin�Csmin>if(Cs_sa try � Csmax�Csmax�Cs_sa_try�� Cs_sa = 0.19 Fp = Wp • CS Fp = 193 psf Fp_sa — wp ' Cs_sa Fp_sa = 32.2 psf ' ' THOMAS K SMITH, PE 8540 E. McDowell Road - Suite 7,Mesa,AZ 85207 Phone: 480-380-3182 Fax: 480-380-3471 PROJECT: Vail's Front Door April 5,2007 LOCATION: Vail, Colorado Page 6 of 11 JOB #: CALCULATION SERIES 3 CALCULATED BY: Tom Smith CHECKED BY: 2003 IBC AND SEI/ASC 7-02 SEISMIC CLADDING LOADS PER SECTION 9.6 (continued) AT RESIDENCE AND GARAGE (continued) Unit Weight of cladding gcid = 148pcf Typical thickness of cladding t�id = 8in based on stone less than 16 hi h. wp = g�td' tcld Wp = 98.7 psf �� g Per Section 9.6.1.3, Eq. 9.6.1.3-2 & Eq. 9.6.1.3-3; The following equa,tions are for a defined coefficient that is multiplied by Wp to get seismic force Csmax = 1.6 • SDS' Ip Csmax = 0.37 Csmin = 0.3 • SDS' Ip Csmin = 0.07 Per Section 9.6.1.3, Eq. 9.61.3-1; CSt,y = .4� ap • SDS• Ip • (1 +2z= h) = Rp CS �y, = 0.11 Cs_sa try = •4' ap' SDS• Ip • (1 + 2z= h) = Rp_sa Cs_sa try = 0.19 CS = 1f(CS try � Csmin�Csmin�if(Cs try � Csmax�Csmaac�Cs_try�� CS = 0.11 Cs_sa = if(Cs_sa try < Csmin�Csmin�if�Cs_sa try � Csma}c�csmax�Cs_sa try�� Cs_sa = 0.19 Fp = Wp • CS Fp = 1 l.l psf Fp_sa — Wp ' Cs_sa Fp_sa = 18.4 psf ALL EXCEPT RESIDENCE AND GARAGE Per Table 9.4.1.2; (Per structural drawings) Class = "D" Per Figures 9.4.1a through 9.4.1j; (Per structural drawings) SS = .284 Per Table 9.4.1.2.4a; Fa = 1.57 Per Section 9.4.1.2.4,Eq. 9.4.1.2.4-1; SMg = Fa• SS SMS = 0.446 Per Section 9.4.1.2.5,Eq. 9.4.1.2.5-1; SDS = 2 ' SMS = 3 SDS = 0.297 Per Table 9.6.2.2; Veneer- Low Deformability elements and attachments ap = 1 Rp = 2.5 Per Section 9.6.1.6.1; Shallow Expansion Anchors, Shallow Chemical Anchars or Low Deformability Cast-in-Place Anchors Rp_sa = 1.5 Per Section 9.6.1.5; Ip = 1.0 Per Section 9.6.1.3 Definitions; Average Roof Height h = 25ft Height of attachment point (z=or<h) z = 25ft . ' ' THOMAS K SMITH, PE 8540 E. McDowell Road - Suite 7,Mesa, AZ 85207 Phone: 480-380-3182 Fax: 480-380-3471 PROJECT: Vail's Front Door April 5, 2007 LOCATION: Vail, Coloa-ado Page 7 of ll JOB#: CALCULATION SERIES 3 CALCULATED BY: Tom Smith CHECKED BY: 2003 IBC AND SEUASC 7-02 SEISMIC CLADDING LOADS PER SECTION 9.6 (continuedl ALL EXCEPT RESIDENCE AND GARAGE (continued) Unit Weight of cladding gcld = 14$pcf Typical thickness of cladding t��d = 14in based on stone 16" high or higher. Wp = gc�d' �Ctd Wp = 172.7 psf Per Section 9.6.1.3,Eq. 9.6.1.3-2 & Eq. 9.61.3-3; The following equations are for a defined coefficient that is multiplied by Wp to get seismic force Csmax = 1.6• SDS' Ip Csmax = 0.48 Csmin = 0.3 • SDS' Ip Csmin = 0.09 Per Section 9.6.1.3,Eq. 9.6.1.3-1; CStry = .4• ap • SDS• Ip • (1 +2z=h) = RP CSt,y = 0.14 Cs_sa_try = .4• 1p• SDS• Ip • �1 + ZZ= �1� T RP_sa Cs_sa try = �.24 CS = if�CS_ny < Csmin�Csmin�if�CS iry > Csma�c�Csmaac�Cs_try�� CS = 0.14 Cs_sa = if�Cs_sa try � Csmin�Csmin�if�Cs_sa try � Csmax�Csmax�Cs_sa try�� Cs_sa = 0.24 Fp = Wp • CS Fp = 24.6psf Fp_sa — wp' Cs_sa Fp_sa = 41.1 psf Unit Weight of cladding g��d = 148pcf Typical thickness of cladding t�ld = 8in based on stone less than 16" high. Wp = g�ld• �td Wp = 98.7 psf Per Section 9.6.1.3,Eq. 9.6.1.3-2 & Eq. 9.6.1.3-3; The follovving equations are for a deitied caefficient tnat is muitiplied by Wp to �et seismic force C�m� = 1.6• SDS' Ip Csma�c = 0.48 Csmin = 0.3 • SDS' Ip Csmin = 0.09 Per Section 9.6.1.3,Eq. 9.6.1.3-1; Cs try = •4' ap ' SDS' Ip • (1 +2z= h) = Rp CS try = 0.14 CS_Sa_try = .4• ap• SDS' Ip • (1 + 2z= h) = Rp_sa Cs_sa_try = 0.24 CS = if�CS_try < Csmin�Csmin�if(CS try > Csm��Csma�c�Cs_try�� CS = 0.14 Cs_sa = if�Cs_sa try � Csmin�Csmin�if(Cs_sa try > Csmax�Csm��Cs_sa try�� Cs_sa = 0.24 Fp = Wp • CS Fp = 14.1 psf Fp_sa — Wp' Cs_sa Fp_sa = 23.5 psf . ' ` THOMAS K SMITH, PE 8540 E. McDowell Road - Suite 7, Mesa, AZ 85207 Phone: 480-380-3182 Fax: 480-380-3471 PROJECT: Vail's Front Door April 5, 2007 LOCATION: Vail, Colorado Page 8 of 11 JOB #: CALCULATION SERIES 3 CALCULATED BY: Tom Smith CHECKED BY: RECAP OF HORIZONTAL LOADS (SEISMIC AND WIND) Comparing the wind and seismic design loads above, the following are controlling loads as follows. HL6 = 25psf Horizontal load far 6" stone, based on seismic loads not at the residence and garage. HL6 f = 42psf Horizontal load for 6" stone anchor fasteners, based on seismic loads not at the residence and garage. Note that fasteners are shallow anchors. HL4 = 20psf Horizontal load for stone less than 6" thick based on wind loads. HL4 f = 24psf Horizontal load for anchor fasteners at stone less than 6" thick based on seismic loads not at the residence and garage. Note that fasteners are shallow anchors. i i . ' ' THOMAS K SMITH, PE 8540 E. McDowell Road - Suite 7, Mesa, AZ 85207 Phone: 480-380-3182 Fa�c: 480-380-3471 PROJECT: Vail's Front Door April 5,2007 LOCATION: Vail, Colorado Page 9 of ll JOB #: CALCULATION SERIES 3 CALCULATED BY: Tom Smith CHECKED BY: CHECK CAPACITY OF DUR-O-WALL 213 SYSTEM (continued) Capacity of various anchors PAN(powder activated nail) embedded min 1" in 4 000 psi concrete - See Appendix B X-DNI fasstener with 0.145" shank Allowable tensile load Tpan = 1601 PANcmu (powder activated nail) embedded min 1" in filled CMU - See Appendix B X-DNI fasstener with 0.145" shank based on 2000 psi concrete � Allowable tensile load Tpan_cmu = 1451 SPIKE (1/4" spike by Powers fasteners�embeded min 1" in 4 000 psi concrete - See Appendix C Allowable tensile load Tsp;�e = 2851 SPIKEcmu (1/4" spike bv Powers fasteners� embeded min 1" in filled CML1 - See Appendix C Using values for 2,000 psi concrete Allowable tensile load Tspike_cmu = 18O1 XBT(1/4" Hilti Kwik Bolt II) embedded min 1 1/8" in 4,000 psi concrete - See Appendix D Allowable tensile load TXbt = 3801 XBTcmu (1/4" Hilti Kwik Bolt II)embedded min 1 1/8" in filled CMU- See Appendix D Allawable tensile load Txbt_cmu = 2001 SDC(1/4" Self Tapping Concrete Screw� embedded min 1" in 4,000 psi Concrete - See Appendix E Allawable tensile load Tsdc = 2401 SDCcmu(1/4" Self Tapping Concrete Screw) embedded min 1" in 4,000 psi Concrete - See Appendix F Allotvable tt,�silc lcad Tsdc_cmu = 1651 Allowable load if any of the anchor conditions above is used-nzinimum allowable tensile of all anchors Allowable tensile load in concrete Tfas_conc = min(Tpan�Tspike�TXbt,Tsdc� Tfas_conc = 1601b Allowable tensile load in filled CMU Tfas_cmu = min(Tpan_cmu�Tspike_cmu�Txbt_cmu�Tsdc_cmu� Tfas cmu = 1451b Allowable tensile load in either concrete or filled CMU Tfas = min(Tfas_conc�Tfas cmU� Ttas = 1451b . ' ' THOMAS K SMITH, PE 8540 E. McDowell Road -Suite 7,Mesa,AZ 85207 Phone: 480-380-3182 Fax: 480-380-3471 PROJECT: Vail's Front Door April 5,2007 LOCATION: Vail, Colorado Page 10 of 11 JOS#: CALCULATION SERIES 3 CALCULATED BY: Tom Smith CHECKED BY: CHECK CAPACITY OF DUR-O-WALL 213 SYSTEM Capacity of 213 body From the recap of horizontal loads(seismic and wind), the following loads pertain HL6 b = 25psf Horizontal load for 6" stone on the connector body, based on wind loadi� HL6 f = 42psf Horizontal load for 6"stone at the fastener, based on seismic loads where the typical claddzng thickness is 12"(6"stone and 6"infill mortar maximum). This is based on conditions at Residence and Garage HLq b = 20psf Horizontal load for stone less than 6"thick on the connector body, based on wind loading. HL4 f = 24psf Horizontal load for stone less than 6"thick at the fastener, based on seismic loads where the typical cladding thickness is 8"(4"stone and 4"infill mortar mc�imum). This is based on conditrons at Residence and Garage. Ph_213pullout_ult = gOOlb Llltimate pullout/pushout capacity of 213 system from mortar joint. See Appendix A FSpuitout = 5 Factor of safety per specs for connection to stone. Ph_213pullout = Ph_213pullout_ult- Fspullout Design.pullout capacity of 213 system from mortar joint. �'h_2t3putlout = 1601b ph 213body_ult = 1201b Ultimate capaciry of 213 standard assembly at maximum eccentricity. See Appendix A FSHI, = 2 Factor of safery per specs for horizontal lateral load ph_2 t 3body = ph_213body_ult- N�HL Design capacity of 113 standara'assembly Ph 213body = 601b Ph_213 = min(Ph 213pullout�Ph_213body� �erall design capacity of 213 anchor pn 2 i 3 = 60 lb . ' ' THOMAS K SMITH, PE 8540 E. McDowell Road - Suite 7,Mesa,AZ 85207 Phone: 480-380-3182 Fa�c: 480-380-3471 PROJECT: Vail's Front Door April 5, 2007 LOCATION: Vail, Colorado Page 11 of 11 JOB #: CALCULATION SERIES 3 CALCULATED BY: Tom Smith CHECKED BY: CHECK CAPACITY OF DUR-O-WALL 213 SYSTEM (continued) Establish anchor spacing At 6" thick stone Mux contributing Area �'cont 6 = min(Ph_213 - HL6_b�Tfas- HL6_f� Acont_6 = Z•40 s At 4" thick stone Max contributing Area Acont_4 = min�Ph_213 - HL4_b�Tfas - HL4_f� Acont 4 = 3.00 s At anv stone Max contributing Area for all stones Acont = min�Acont_6�Acont_4� Acont = 2•40 s Establish horizontal spacing based on boulder height Max Boulder Height Horizontal Spacing hbldr max = 24in Sh = Acont - hbldr max = 141n Maximum boulder height at horizontal spacing of 16" sh = 16in hbldr = Acont- Sh = 221ri ESTABLISH MAXIMUM HORIZONTAL SPACING AT 14" WITH THE MAXIMUM VERTICAL SPACING (BOULDER HEIGHT) OF ANCHORS AT 24". ESTABLISI� MAXIMUM TYPICAL HORIZONTAL SPACING OF 16" WITH BOULDER HEIGHTS OF 22" OR LESS. � � Vail's Front Door Appendix A Vail,Colorado Page 1 of 1 VENEER ANCHORS 7/16"Expansion Anchor Capaciry D/A 5213 Subatrate Uftimate Laad D/A 213-VENEER ANCHOR ASSEMBLY(patented) HollowtBlock 1300 Ib. D/A 5213-RETRO FIT VENEER ANCHOR ASSEMBLY Brick 2000 Ib. Mortar Joint 1300 Ib. ` • Anchor brick or block veneer to steel studs or existing Structural Steel 2800 Ib. construction with or without board type insulation present T��e 1300 Ib. ��v�'• #10-16 Coaied Sheet Metal Screw D/A 807 PullouUPushout from Bed joirrt Steel Stud Thickness Ultimate Load Plntle Type Ultimate Load ZQ�age 368 Ib. Wire' SoU Ibs. 18 6age 547 Ib. Plate:' 16 Gage 784 Ib. without continuous reinforcement »��bs• #2 SPF 2 x 4 Wood Screw D/A 808 Wtth Continuous refrrforcement 15901bs. Emhed.ln. Ultimate Tension Assembly Gapaciry(Lbs)' ��2^ 2Z31bs. D/A 213 Veneer Mchors 3/4° 312 Ibs. Oeuriplion Awrape Defiectlon Stittnsas 1" 5551bs. Ultlmats Load �1001bs. Ibs.An. 1-1/4' 876 Ibs. Heary Dury Assembly-11 pa Dlate pintle/12 qa.plais �12-14 300 Series Stainiess Steel Sheet Metal Screw D/A 995 Capaeity-Tenafan/Compression Steei Stud Thickness Ultimate Lnad 0'Eccentricity 12561bs. 0.013 7780 20 Gage 315 Ib. 3/4'Eccentricity 380 Ibs. 0.024 4120 18 Gage 472 Ib. 1-t/a•Eccentricity 360Ibs. 0.047 2110 16 Gage 787(b• Siandard Atsembly-12 oa plate PI�Uh4 Oa.plate Nate: One expansion anchor recommended for use with D/A Capaeftq-TensiaNCompnssion 5213.Two sheet metal screws recommended for use 0'Eccentricity 730 Ihs. 0.015 6666 with D/A 213. 3/4'Eccentriclry 240 Ibs. 0.037 2700 1-1/4'EccentriCity 180 Ibs. 0.170 588 3/B"Hole Standud Assembly�/16'wire pintietl4 pa.D�e�e /2" Capadt�-TmsioNCompression f/ 3_��2" 0'Eccentriciry 540Ibs. 0.046 Z�74 I � \ 3/4'Eccemrictty 200 Ibs. 0.093 1075 � �i 1-1/4'Eccentriciry 720 Ibs. 0.194 515 � 1-1/4" DUR-O-WAI recommends the use of 11 pa.pirrtle when design eccentricflY exceeds 1'. � 'Ref.1 ZRef.6 8 7 . 5!8" 3' '"� Plate Pintle Shown µ�� , �' �� Wire Pintle Similar to OUR-O-EYE � 3J4" � �� s:i r -- 1-1/2' Gf / 3" D/A 213 T. Design . DM 2193 Seismic ,;�?� �"Tyx;� .�,:''. � '� ` 7/16" D/A 213-0 j ��R � . ;'� �Emboss 0.040 Min.Typical :;�� 3" Insulation 0 0 "A"DIM. i i � 1-1/2"�p'4 D/A213 "A"DIM. � 1/ a D/A 213-0.5 1-1/4' � •�� D/A 213-1 1•3!4' � � D/A213-1.5 2•1/4' D/A SZt3 r"8°DiM. DlA2t3-2 2-�a' Note:Westem States Clay Products Assodatlon has developed a ratlonal desqn `•B„DIM. approach for venaer anchors based on the ultlmate stre�►9ths of anctara. �� -213-0.5 this case,workfng stress satery factors are not used. 5ee Reference 5. �. -2i 3-� �-�rz°-2��-z t•1t2'-213-1.5 6. 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NEiti,!nc.NS)1 ��0�}-g79 ;000 I Product 7echnical Guide 20i94 I Hilti(Canada}Corporation 1-800-363-4458 i i Vail's Front Door Appendix C Vail,Colorado Page 1 of 1 -�owers SpikeP SPECIFI[ATION & DESIGN MANUAL F A 5 T E N E R 5 . � Ultimate Load Capacities for Carbon Steel Spike in Normal-Weight Concrete'•Z Anchor Minimum Minimum Concrete Compressive Strength(f"�) � ' Diameter Embedment z�000 psi(13.8 MPa1 3,000 psi(20.7 MPa) 4,000 psi(27.6 MPa) 5,000 psi(34.5 MFa) Depth d �,� Tension Shear Tension Shear Tension Shear Tension Shear in. in. Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. (�nrn) (mm) (�M (kM (kM (kM (kM (kN) (kN) fkM !/� SZp 1,080 760 1,270 8fi0 1,310 890 1.350 (3.9) (5-`�) (.}_0) (6 t) (2� 7) (23) (4.9) (3.4) �5])_ -- - 3/16 1 540 1,230 820 1,725 980 1,860 99� 1,860 (4,u) (25.'�) (_'.d) (�,.5) (t./) (7.8) (44I (8.•a) (451_ . . (E_4�-- 1 1/4 780 1,800 1,000 2,OD0 1,260 2,155 1,520 2,310 (31.L�j (35? (8.t) (4.5) (9 0) (SJ) (9 7) (6.8) (10.4) bgp 1,405 820 1,630 945 1,870 1,010 2,110 7�s (��; :�3) (4��) (°.n) (a 5) � (ysl (Z2.?) �3-�) (6.3i ; -- 1/4 1 720 1,585 975 1,965 1,135 2,160 1,185 1,36(] 75.4 (3 2) (> >) (4<<; I (6.8) (s.l) i9 7) (5.3) (to 6; (6.4) ( ) -..___ - - 1 1/4 830 1,815 1,200 2,020 1,410 2,220 1.620 ' 2,585 (3 I 8) 13.7} (8.2) (�-4) (9.1) (6.3) 110.0) t�-3) � {11 6; 3�$ � 3�4 1,785 3,645 2,120 4,480 2,630 5,025 2,875 � 5,0/5 (9.5) (44_5) �8.0) (15 4) (9.5) V0 2) 111 8) 122.6? (12.9) � (22-8) 112 2 1/Z 314�) (�`�4�) (1�3) $8��) (�8��) �(46 4) (19�8) ��a 9� (1?J) �635) � 7.Ultimele load capaciiies shoultl Lti reduced by a minimu�n Safetq(auor of a-0 or greater to determine the allowable working loac. 2.Linear intcrpol�Ucn inay be used tc detenrine ultimate Iwds for intermediate embedments and mmpress(ve strerigthc. Allowable Load Capacities for Carbon Steel Spike in Normal-Weight �oncrete'•Z•' Anchor Minimum Minimum Concrete Compressive Strength(f�) Diameter Embedment Z,000 psi(13.8 MPa) 3,000 psi(�0.7 MPa) 4,000 psi(27.6 MPa) 5,000 psi(,34 5 MPa) Depth � h� Tension Shear Tension � Shear Tension Shear Tension Shear i� in �bs_ Ibs. Ibs. i Ibs. Ibs. Ibs. Ibs. bN.� (mm) (rnm) (kN) �kN) (hN? i �kN) �kM (kN) �kN) 7/g 130 270 190 3Z0 215 330 225 340 (1.2) (Q9) (�-4) �1.0) (1.5) (1.0) (1S) (22.2) (0 61 - - -- 3/16 1 135 310 205 430 245 � 465 250 �16 (4.8) (25.4) (0.5) (i �) (0.9) t�.9) (i �; � (z_i) -- -�i il-- �� i) 1 1/4 195 450 250 5�0 315 540 380 580 (3 7 g) (0.9) (Z.0) (1 1) (2.3) 41.4) Q.4) (t J) 12.6j 7/g 170 � 350 205 410 235 470 255 530 (22 2) (0.8) (1-6) (0.9) (1_fl) (1.1) I (!.1) (�-1) (241 --- ------ ��4 � 180 395 245 490 285 i 540 295 590 ��4� «s.4) (o_s) (i.a) (i.�i (z.z� f�-j� � i�-ai (�.�) t��) � ��4 Z�p 455 300 505 355 555 4U5 645 (3 1.8) (�y) (�o) (� al (?.3) (t 6) I (2.5) (i t) (z 9) 3Jg 1 3/4 445 910 530 1,120 660 1,255 720 1,270 (9s) (4a.5? lz.o) (�.i) (z a} (s.o) (3.0� (s-6) t�?; r.>�l 1/2 21/2 805 � 1,335 905 2,175 1,D05 2,580 1,105 2,715 (12J) (63.5) (3-6) '� (6-0) (4 U (9-5) (45) (11.6) (5.0; (12.2) 1.Alloweble Inad capacities are calculatetl using an applied seiety faaor o(4.0. ?.Linear interpolation may be used to determine a�lowablc loads for in*ermediate einbedments and compressive strengths. 3 Ailowable loads lor anchars to resist shor[-rerm loads such as ear[hquake or wind may be intrea5ed by 33-113 percen[for�he dural�.un(ui the load,where permltted by iode, Ww��SZ �www.powers.com Canada:(905)673-7295 or(514}631-4216 Powers USA:(800)524-3244 or(914)235-6300 v , ' � VaiPs Front Door Appendix D Vail,Colorado Page 1 of 5 �� V�(I� �olt 6i Expansion Anchar (KB II} 4.3 3 -_ _------- --- ------- _ -- ------ _ -- _- - --- - 1�1.i'h�1niL��.�I�IG>>u� �,i),>)� 0�1)5 Garbon Steel Kwi� Bolt II Allowable Loads in Concrete ---- ------ 3000�si{�=, , �'�'�i; 4006 psi"i(,MPai 6000 psi��I I.-1 �'I i �- --- An�hor 6iib�dment 2000 psi�1 f i ��', - - -- Df,nieter De�th Tension � Shcar � Tension � Shear �e�nsion Ib(!NI� Ib�fkf�l � � bh fa�� in. �� i;!� tn. U�� Ib �nfJ! � Ib kfJj � Ib �h'rJ; Ih nNj � �_� I -- - ---- -- �/R 270 I d30 330 I 430 � �80 , 430 I 470 430 . � � . ��;, �t '> � �1 91 (1 5'i 7 91 � �� , �7 �1) �:�>�i � 1; -- i , -- _ i _ I _ ,, � _ h60 590 � G30 -- 1 I v4 �� I � � i'i�J _� 530 � lt � __ 530 670 530 � � � 7�i � ��i �; 530 i ._ �� i_'.�I1 ' ° 3;4� f70 670 '� i'_;i 670 12 ': '�i i i:,l'� � I_01 I -- � '�'� I _ � � —�1100 ---� -�-- � �-- �, � 40 � 750 1100 tibU 1-5/8 �.,0 I 650 i 70 i;��i � '� �i �11 0 �. , �� , , a, ��ri i i: 'i ' ; �� _ -- -__ " _ f L ' - —' — 'I 370 � V/, �I ,, ,f I 1290 � , 70 I 1550 � 1470 g � 1/2� I i 14 � ' ' � ,__ I��70 �'. -'. 14 _ 1 0 I �70 i� � i. ! � 1440 i��;:) l�:_Ji � iG��l � 1/4i 1330 � -`',' �i �390 ��-;�,� i I ; � ' � I �c�� I � Il>'i � � ��'�� ----''-- � , ',__ -- � 1450 1970 1730 � 1970 _._ � ��— Z 1/4 1170 1�40 1310 19I0 , ? � i��i (7_7;� �,�3) � _� , �j � ' --- __ _ ____ ��;,� 3�0 -1 � - 21so — � 2aoo � ti2 I l I ?.� � 2450' 23�� 2450 I -i2530 2450 2300 2450 _ i-1�� 20t30 — - � _—_ (10.J1 (1?'�;1 (lli'�ii il�:_,� � g �.��;j (1��.;il � � i'�1-Jl _ � -- --- - 2-3/4 1600 �070 1870 3070 ' 2130 3070 2670 3070 -., l '.7�i (9°,1 �1`,r) �11 .J' i� i� 1 i i i,5";j �_ _. — — ii�,� ` �� i� � _- - �- --� - -- — - -� — __ _ 2850 3290 5!8 -_ 4= 2400 l'�'�i i i ?1 i J.i��i 3840 il '_%) 3840 i �'��i.. 3840 4190 3840 --_ _ _ 730 11�.11 I i,l i�,(?; j l i,l i � -� 7z 3200 (l i.l i 3470 (?7.11 3 � �:,i i i��'�'i i i��'J) r�G Gi - � 3-1/4 1970 4140 2320 4140 , 2670 4140 3200 4140 � ��r 1%tll � `�" -'---(111 �1--� f18a1 i lil '�i (it�-1) ila '; _ �. I�n.�li _ -- -- 3/4 � 3/4� � 2930 I 4130 4800 5870 � �� I I 'U) � 5120 i 1; 1) 5120 (?` �) 5120 �'6 1� --' S120 �lq 1; , .'il � -- � � �4000 � (�.��ui 4930-- �2°Bj 5870 (22.01 6320 � �'�'.�1 i � ��} i l� i;) i2 1 J l � (1b li �?i.l; - ---- - -- 4 1/2 3330 7070 4050 7600 4670 $14� � � I I! 11 `_t1 ( I 4) t�E'l'1) l _ ,l � i;'(131 ��fi.21 ('-'�'['; -_- _- - _ _ , __.. 1 � g 4930 . 6000 � 7d70- - 8400-- 92UU C,.ar �� ,Z! � i, 1 �i1 ; 9200 1��, ,_) __� 9200 �� --8 6 7 0 � 9�� .;%-;` IO.Ji ---- ___ _ ' � , �6�Q g 6670 � �(,.Ul 7670 ('__) ��u.Gl (�+i �! � �,„�) � l �) i, _ ) i � , i, i i ��.�i , i��imi 'i�t�i��1 � uil ir!; i Iw i oil I uu� N�I� [ir aai ni�i ��n i ou,l� i� inchu,i ul tlu:[:d iulir��c Lic h� u��Ou I 1!�"��- � � i ��i, i ,i,ir,i i ,u��i ��i;u i Lrg liuu ��i t�,a ui I�o uiilt I� , 4ti�hr.i t�i ,'��C�f i�,�nt i,ti��i�, t��_i�!�tht�nci�o�bul(thiet:[I. i��.i.e Pi.Ju:u��:;I�i� i y ,�, ��,:!Iln; i, I u,, �.c�,.io� ;fi.��r i.Lu�ic u_u�,�tl�io��i,�i ..ther 1!u�� u!I i�.t! Shear'ihrough 7he Threads Shear Through The Bolt Body " � —�l � --.�;� =-1-'j _� 1�- --�= �-!~P. -� �- � �/� 1, � r' �, � '��:� ��'� � � �� . _ .�� ;� \\_ . ` • Visit Hilti 0nline �US vuwtv.us.l�ilii.coin I Canada ww��,ca.hilti r,om ..... , _ ,,,r, , �.,,,, �,,n_s:nnn i Pmduct Ter,hnical Guide 2004 I Hilti(Canatla)Corporation 1 �00 363-�458 ['� ,,,y�.� isi Vail's Front Door Appendix D Vail,Colorado Page 2 of 5 � WIK Bolt II Ex ansion Anchor (KB II) 4.3.3 -- - �------ ---- --- -- - p ��q�:C11�nrc �'�,n� '�o�inq��I��r�s Carbon Steel Kwik Bolt{i Ultimate Laads in Concrete _ -"� 2000 psi(l3-b MPaI 3000 psi 120-7 MPaI 4000 psi(27.fi MPa) 6000 psi(A 1.4 MPr+i Anchor Embedment -- hear Tension Shear Tension � Shear Diameter Denth Tensian 1 Shear Tension in. (mn'i'I in, Imrn) Ib (kN) � Ib {kN) Ib (kN) � Ib (kN) Ib (kN) Ib (kN) Ib (kN) Ib (kN) 1-118 1000 160[1 1230 I 1600 1430 1600 1750 160D (4.�1} 11.1) (5.5) (7.1) i6.�li (�.�1 lr�i � i7 �� (�')) - - i _ --- -- ------ --- I -- ------- 2350 I!4 p�---- 2100 2225 (9 3) 2000 (`�ql j 2000 (10.5j � 2000 250� 2000 i0.4) i��1� - - ---� _ � -� (d-91 2soo (8.9) (11.1) (�.J) - Zsoo ts�) 2sao i I 3-3/4` �11.1) � ill lj i (11.1'I I ;��rj� � � - 1-5/8 2000 � 3700 2450 3900 2825 � 3900 3200 3900 _,_ -- 4500 r _---i4$25, __�__ (17_3) -(51 Ol (17 3) (1�' ?) (17 3} ----�a1) (0_91 � It�.�l _ _ --.� 318 � (225 I 5500 5800 5500 2-1l2 (2O t�) 5500 ;21.5) � 5500 ��'� (64) _ ` ------ � �4 5 25.8i (2�1.5) -_ 5d00� (24.5) . 5200 124.51 5400 l� 1 � � (23.1) � 1,24.0) 4-f 14 (22.2) (I OS 4400 7250 4925 7360 5450 7360 6500 2-1/4 (19.6) (32.2) (21 9) �7) (24.2) j32.7) 128.9i (32.7) 15�i __ __ - ---- .--- ..-- - -- 9000 _____.___ 8000 7000 I �/2 - --31/22 (3�.6) 9200 (40.0) 9200 70500 9200 (12.Ii ISJi (31-1) 9200 �� ----b2-- 7800 (40.9) 8650 14U.9) 9500 (40.9) 1a6.7) I (40.9i (152) (;4.7) (38.5) (402.3) � � ?_3�q 6000 11500 ?000 11500 8000 11500 10000 11500 �701 (2ti 7) f51.2) l�l 1) (51.2) ��5-F) (51.2) �44-5; � (�1 2) ---- __---__ --- - ---- -- - - ___ ____.___._ 1 d670� 12350 5�� 4z 9000 (40.0) 14200 (47 5) 14200 ��7 14200 15700 14200 (1 Er_9l {102)- - --- 12000 (63.2) 13000 (63.2) 14000 (63.2) 16J.8) � (6:;2) �� (53.4) (57.8) 1.62.3) i,7�s) - 3_1�4 7400 15500 8700 15500 70000 15500 12000 15500 �� (329) (68.9) (38.7) 168.9) (44.5) (68.9) (53.4) � (63_91 ---- _____.. 18000 22000 --.--- -__-- 15500 3/4 4 3/4z 11000 (1'd.l) ��°11 (48.9) 19200 (68.9) �9200 ��0 1) 19200 (97�) 19260 - --- $z--- -15000 (85.4) 18500� ( 25.4) 22000 (85.`�) 23700 (5`•''�) �� (66.7) (82.3) �97.9) (105.4) a 1�2 12500 26500 15200 28500 17500 30500 19000 li1�i (55.6) (117_9) (67.6j 1126.�) (77.8) (13b.7) (34.5) -- -- ---- ---- - �--___ 26500 ___.__----- -- 22�OD 31500 34500 1 � 18500 � 1401 1�3.51 182.3j 34500 �700�� 34500 ��) 34500 � � � � (25.11 li 5�l -_ - - - g 25000 (153.51 2875D (153.5) 32500 (153.5} 40000 � (2201 (111.2) (1`L7.9) (144.6) (177.9) ? V;li I��n�� + ,�.�:��, ��! ��"r'��`-"�`1�hr°iu)li tl�c ancP�or boll Shear Through The Threads Shear Ti�rough The Bolt Body In n � u�i ili I��i��I�� i :inn tliroui�h tlir.i�i�.l��Ca bull � ��11 � 'fl�i I r '.�iP.£u I�I I ��J!i� .,. ,° 'J, � � �^,,;� �� ,i i I,��- ir�,��Ihroi�lit�� arclio�buii � � i� +p � _= i� "P b��, '��i Ou ��i E_I�n i ��iin� fhrougii Cn�.uw�cr t�olt _ � � •i � � - `.`�'.'./ r�� u�� I _Iio1 �� C, , � / � ,il�, :!c�� :r a.i. � i.,h��u�d�nr,ta;lin_)�hru�:yh cithcr , _, . _ �,� t ! r��..�1�;. � �� • : p ,i • Q �\ . :j \ _ .` . . - -- Visit Hilti Online Gr:�'��v�U.us.l��il}i.com US a°�w��ca hili�cnm Canada i�� Hilti,Inc.(US)1-�00 �79-800o I Product Technica!Guide 2004 I Hilti(Canada)Corpmation t 800-36?4�15F� v � ^ � Vail's Front Door Appendix D Vail,Colorado Page 3 of 5 �� KWlK Bolt I! Expansion Anchor (KB II) 4.3 3 - - - -- -- _ -- , _ Mech��ni� �1!�Inch�im,��y t�m��, Kwik Boit II AISI 304 and 316 Stainless Steel Allowable Loads in Concrete 2000 psi(13.8 MPa) 3000 psi(207 MPa) 4000 psi(27.6 MPa) 6000 psi i41 4 MPaI Anchor Embedment --- __--�--- Diameter Depth Tension i Shear Tension I Shear Tension Shear Tension Shear in. pmn) in. jmm) Ib (kN) i Ib (kN) Ib (kN) � Ib (kNl Ib (kN1 Ib (kN) Ib (kN) Ib (kN) f-t/& 240 560 330 � 570 350 3�0 i <<g� �� 7� �2_s� i�_.�l i2 51 (�.s; (i c) -� ' -- --_ ----1 ------i --- - ------ 590 590 1/4 2 470 I z tsi i (5�) (2_1J 590 550 590 550 �2•6) 550 (� (a4;� _- 3-3/4----- 550 � (?61 f2_41 I ('�_6i ��.4j � l<.41 i l9;) (2.41 i i '' � � 1_5/g 430 880 490 1010 550 1150 670 , 1230 � I?.41 i (5.1) 13.0) (5 5) � (4 I� t i-9� i (3.91 C22i (4�1 , _-_- -- --- ---- --- -- _ -- _ _. ---- --� -_-_ --� ;;/g 2-1/2 930 1090 1250 64 (4.1} 1330 �� 1330 �5 b� 1330 1440 1330 (9.�1 ( ) --, --� .-__.-._.__._- __-_-__.--_ � _ . � �C 4-1/4 1070 ('�91 1330 (='9) i440 (5.�) t6.4� l�.�l (10t31 IC�.�1 (•�9) (6.41 `� Z_��q g5p 1810 1070 1850 1280 1890 1330 (57) l3�l (�.1) (4.d) (8.2) (5 7j �8.4j (.� �) I - --- -------- - -- -- _---- ___ ---.----- --_--- 2130 2d00 2220 1/2 3-1/2 i330 � 1730 11�.i'�i (�91 (5.91 2220 (7 7) 2220 (9.5} 2220 110.71 - (9.!11 __ ----- --- __- 6 1470 {9,�J1 1880 (J`�j 2290 `� ) 2720 � ;1�2) (6.5) �� (8.4) (1 0.2} l��-�i 2-3/4 1250 2800 1600 3070 1$10 192� i�o) r5 r� I �i��:�) ��>> � r,7��) (8.7) _..._�a::''- � � ----- . _ 4 1870 C . - - -- 2930 3330 3200 I 3330 5/II 2400 I �10.7i 3330 (13.0) 114.8) ;1a 21 � (12.5) (1�9j l I D2i (8.3) 3330 � _ _. --7 -2�Qp (14.a) 3010 (14.8) 3650 3650 (178) (10.7j �7341 (16.2) (1G.2) I v 3-1/4 1556 28fl0 1950 3310 2350 3730 2610 (83) (L;.y) (12.87 (S]1 (14.7) (10 5) (16.6) (11.G) � - --___ --- ---------- - _ __-- 3/4 4-3/4 2510 4510 3250 4650 3870 4670 4800 (19.1) (1211 (11.2) (201) (14.5) (2�.7) (77.7) 4800 t�03)-- (21.4) g 2930 4800 3870 4800 4530 �21 a) 5120 (20^I (13.0) � (21.4) (17.2) � (21.4) (20.2) (?2.Bj 4-1/2 3120 6080 3870 6770 4610 4$00 ii14i (13.9) (27.U) (17,21 (30.1) (20.5) (21.4) � y - .---� qqOp -- -- -- 6400-------- 7200 7470 7330 747� > (1521 (ty.6) 7470 (28 5} � 7A70 (32.0) (33.�) 1�'�} (:,'2) (-`�`�) __ ----__.._ __.------- - 9 5600 (�3 2) 8000 (��-, 9390 (229) (24.5) (:,5.59) (41.77) (41.0) �Visit Hilti Online US ww�n�.us.hilti.com Canada svww c,�.hilti.com �;�,; i„� nici��-^nfl-r,79-flfl(10 i ProductTechnicai Guide 2004 I Hilti(Canada)Corporation 1-8C10-363-4458 ��s ' • v Vail's Front Door Appe�dix D Vail,Colorado Page 4 of 5 �, � 4.3.3 KWIK Bolt II Expansion Anchor (KB II) __ _------ ��7��ri t �L<il Ar�t��u�i lc�S� �n);;� -- Kwik Boli II 1�ISI 304 and 316 Stainless Steel Ultimate Loads in Concrete 2000 psi(13.fl MPaj 3000 psi('�0.7 MPa)_ 4000 psi(27 6_MPaI 6000 psi 141_4 MPaI Anchor Embedment -- Diameter Depth Tension �hear Tension �bh kN Ibn(kNj Ibh(kN) Ibn(kN) Ibh(kNj in. (mrnj in. (nun) Ib {kN) , Ih �kNj Ib IkfJj ( ) - 1-1/8 900 i 2100 1250 2150 1300 7400 ` q (i Ul (9_6) l�_iS) (6.�_'I , � �?y) (4 U) �, (-') ___�-.- - -- -- --__ ------ 2200 ______------ -- ' z2oo t/4 2 1750 I (9.8) 2070 (��) i��i (ytj (7 8)_; 2200 2070 i 2200 2070 I ---.._._---- (9'ZI 3-3/4 2070 (9,!j (�2) (.9.81 (92) �c�� (9.2) � - ---- 1600 3300 tt325 i 3800 2050 ', 4300 250U 4600 1�� 7 �) � i�4 7) (� �) I i�6.9i (9 �l I� (7 9.1) (11.t� (20 5) ( i - -- _ I - --;--- - --- � _---- ---- � .___ __- --- - -- 4700 _. , 3/8 2 1/2 3500 4100 i15 6) 5000 �1a?) � 5000 �� 5000 5a00 � 5U00 j9.51 (64; - --� ,�� 5400 (22.21 (24�.Oi � 122.2j -- -- - ---- ----- �) 4-1/4 4000 ��2 2) 5000 (10�i) (17.8) (22.2) � �24.0) 2-1/4 32DD 6800 4000 6950 4800 7100 5000 �I Itii) (14.?) (30-2) (17.8) (30-9) (21.4) (31.6) (22 2) -_� 8000 90U0 8340 ----- - i/2 3-1/2 5D00 6500 4c i22.2) � 8340 (28.9) 8340 135.6) 8340 (40.0) (37.11 (i 2.71 l�,.Jj , ---� ------- --___---5------__ 5500 (31.1) 7050 (3�7� 8600 �'� �0200 i152) (24.51 (31.4) (38_3) (45.G) �200 2-3/4 4700 10500 6000 11500 68W 'J��) ,�01 (20.9) (4.71 (26.7) � (512j (30.2) ---___- �� ---- - ------ ---- - �- "-�- -- 9000 11000 12500 12000 � 725 5/8 4 7000 (40.0) 12500 (48.9) (55.6) (53 4) � (55.61 (15.0) ±102! l31 �) 12500 _ --- � � 7 � 9000 (55.6) 11300 �5�.�) 13700 13700 -- (17E) (4Q0) (50.3; (60.9) (��-`�) 3-1/4 5800 10800 7300 12400 8800 14000 9800 (83) (25.Sj (48.0) (32.5) (55.2) (39.1j (62.3) (43-6) --- --- ---- - -------- _ _-_____ - --- 17500 180 3/4 4-3/4 9400 16900 12200 17450 1450 181 11000 18000 14500 18000 17000 (8�0) 1�9200 1�0.1) (19.1) --( I --( (2031 (48.91 180.1� (64.5) (80.1) (75.6) ( - q_��2 11700 22800 14500 25400 17300 1800D (I 14) (52.0) (101.4) (64.51 (113.0) (77.0) _1°0.1) - -- -- --- 24000 27000 28000 27500 28000 1 g� 16500 7U6.8) 28000 (720.1) (124.5) (122 31 (124.51 (25.4) (1��1 (73.41 , 28000 ( ___._ g 2700� ��24�) 30000 (7 24'� 35200 35200 ------ 12291 l`��.4) (133.51 (156.6) (156.6� I Countersunk Kwik Bolt II Allowable Loads in Concrete1 NCKB (Hilti Ceiliny Kwik Bolt)Allowable Loadsi _ 300�psi(20.7 MPaI 3000 psi(20.7 MPaI � Anchor I Em6edment _ 3000 si�?,. 'CAI,,1 Anchor Embedment Normal Wt.Concrete Lightweight Concrefe Diameter Bolt Material Depth Tension Shearz Diameter Depth in. mm I� kN Ib(kN in.(inm) in.iii��) Tension Shear Tension Shear � in.(mm) ( ) O � Ih(kNl Ib(kN1 Ib IkPJ) Ib IkN) Cgrbon S±eel d�,U j2 l�l! 350 (1 i,l 1'-1(6 4) 1 1;�(Ly) - � � , � - 1/4 i-7116 675 155 465 � 145 �!,inless Steel �1�� 1� ��" �_ �l _ (i;,;� ,;;i'1 (3.0) (0.69} (2.1) j (0.65) ', ,, � � � CarLon Sieel i 5/S(-11 j 81 D 1;G1_ �5'' �'= �?l- , .,,o(J...�l Sr�l�'iless S1�01 �3S0 �_) 1��U�:�:�) � E,_ �J�n��c;�ui �-,frt;+�:c!or uf��.0 t i�asec�rn�is�n� 1 sat�t�?actnr of a.0. VISIf Hl��l QII�f11E� �. �henr valw f�r Shear pl;ne acting thru threads ot nncnor Lolt li;.cGng ihreuy�n Cna r,rnpt��sheil re�duce I�;,��d�by l0°i�. tvw�i.us l�illl cuiii US ;vav�ri r,a h�il7i com Canada � 1�� Hilti,Inc.(US)1-800-879-8000 I Product Technical Guide 2004 I Hilti(Canada)Gorporation 1 800 363 4��8 • Vail's Front Door Appendix D Vail,Colorado Page 5 of 5 �� KWIK �olt II Expansion Anchor (KB II) _ _4.3.3 ------ -- �—�� Mechanical:lnt;�`�a:�n�Systen�� Carbon Steel Kwik Bolt II Allowable Loads in Lightweight Concrete3 Anchor Embedment Shear Tension Tension Tension Diameter Depih 2000 psi{13.9 MPai 2000 p�(k�.3 MPaj 3000 p�s�i�k�7 MPa) 4000 p��kN 6 MPa) in.(mm; m.pr�nl � �—__--J— — ' _ - ---- - -- � 225 ,1.�1 295 i1 :'1 �350 (� G).___ Ib! 1 1/4 1 �1II ,�,1,� 5ao i --- � 400 (1 -- _ _-. _— � i- ,`2 ;� ' � 325 (1 �4)--� 390 ,I ri 450 (9 0} 1V�ali e: lu��m u��k i � 'hr�r �ilrn: r -- - �3/8 �_� � -� -- .��'r�25 IL9r 530 I? 7) 625 f?8) aclinu tluu��I�th�_ I,�,i,i :�y t JIII � 1 77S �J,� � _--__ ,�i; I 21/2� l(>.�- -1375 '6 �) -725 ';'_�� 920 I�.1� _ 1100 (� Q�_ icc�u1i�fli�l� 1i��IIli�1J ,i�l�l ��rn1l. U2 2 1/4 f'si 1 1400 6 Z1 - � � � ��!i,iy ihi�u n lu��u�, i�i I.�� I - --- �1 '_r'1 � 3 1/2� ioJ) 2300 110 I _ 1100 i�...l 1360 iG 7j 1600 l/ 11 b du�, �»�n.,ia fci uct ��ir; - - � 1550 lh.�l �dtiu��y. 5/II 2-3/4 IIUI z500 1" 1� 11L5 (5.U) � 1350 �i,"�; i i - --- _ �- - Uv�eitl I �u ,rni u ii��y �1'�;:'i :-4� +II1?) 3550 I` i 1 1650 (7 I �� 1990 ,�JI _ 2300 (1O"<'i_ uirouyli h� �n�l'ioi �nu tlu��i�_I:,. � - i� 1575 �%��I 1905 l2��1 �--2200 ( '3 0? _ _ _ ��I r il� I u�.i�i tlu� I� r%�,. 3l4 3-1/4 i `:l) 3150 '1-1 �1__�_ __ �- - - --- _- - �; . L.i,��l�ii i,i ic�i:. �t� I��Lw u��_U (1�3 U 4 3/4� ( '1) 4700 �'��7')I � 2200 (9 5r ' 2750 �1?�) � 3250 (14 51 � ___ ._ ___-- Carbon St�el Kwik Bolt It Allowable Loads through the, Carbon Steel Kwik Bolt II Allowable Loads4 5 b � Ridge of Metal Profile Deck into Lightweight Concrete in Grout Filletl Concrete Masonry Units � � � ° _ ____ Anchor Embedment Distance� Diameter Depth� trom Edge fension Shear in.(iu��ii! in.u'nnii in.inn�iil Ib ihl�di Ib d�I�li !- � 1-1/8 (29) 4 (11)tG)_ 200(Q�j 37011 G} i 1/4 12 i��! ,I � - _ - � (6 4) 2 (51) 4 ( �l� t,)��- 410(l r�) 570(.�`�) _12 (30-t.2) ° � 1-5/8 (41) A (101.6} 430(1.��a) 850(3.�1 �1 3/8 � 12 (:,U�!) - - I �- _---- -- ---- -- (9.6i 2-1/2 (0� � 4 (tU1 u) 726�1.�) 1060�4.i� Anchor I Embedment f'�=3000 psi >12 (�0�E3) ; Diameter � Depth - -- (20.7 Mpal _ -.-- I 2-1/4 f57) 4 {1U1 h) 750��3i 1050�;71 � in.p�im'I in.(min) Tension,Ib(kN) � Shear,Ib(kN) ��2 �Z��i�1�;��- �1400 i��1 ---_-- __--------- - — ---� _ _�I75:,-1 ,I 1050 i i 7i 11n (h4i � 2-�/4 (57)__� 560 f2_5��490 (2.2)� (12�) 3-1/2 (��) 4 li I ti) ._ _. - - -- --- �- -- - _ . _ >12 (:.l�d b'1 18JU�.'1 i 3/II 1`.�� I 2 114 (:,7) 790 (3.51 � 1000 (4 4) 2 3/4 (7Ui 4 (17� F) 1100(1 9? 1050 i-1 �,� � __ � -— --- '- --- � � 1/2 (117) 21/4 l5�) BIIO (4.0) 1000 (44) 2120 - — --- - 4 10� 4 (7U1 �, -- - - - - � � - �� 1460�6.5� 1050��I r'` r 5/F3 (15'Jl �� 4-1/2 (114) � 1675 (7.4) 2575 (11.4) � (1�.91 �' _ 1 5/8 __ 1 _ �-- -- '--- ( ) (' ) 2120(`) 11 1 �� ut'.un c;in�i�;s�d,ly f�idu:ul 4.0. %16 1=:OG 4j l-- - 2600 111 G); 3-1/4 (83; 4 (101_G) 1450 iN:�l 1050(�-1.71 72 i",ni�„ 272o�ia�) pllowable Loads Kwik Bolt II at 1-3/4"Edge Distance for 3/a I__ 1r�ao[ a� _ 2soo �� c� P�ttachmen#of Sif! °lates i^?200� �s�Concretei�� l�`�>> I 4-ai4�727� a=�iu7 �� _i4es��5� �050�a.�� 1'l ('_�U4 tS) 1 b2U(� -') 21[0;'.f.4 j � Anchor Embedment Shear >_16 (40G.4) 3110(1;;`S) Diameter Depth Tension _ 16 kN in.(mm) in.(mm) Ib(kN) 1 to Edge II to Edge 1 V Juos ut fr,r�Ight veirht.Medlum a I ui anr I��'insl�dk u ln[hc`T junil ti��iyht oi Noi»al t�wht concreto �i h�ad�cint ru��.a I�n;ion v�luos ? '�'(11 i 4�5 (1 �J) ?111 1. j u40 12.3) u��;c�nr i nits�on(ormin�?o p� �', � � - -- -- �i�I).�l :,f�h) �h0 (4 ')� 4�J0 1_-i) )60(' 3) aSTM� �0�;�+r?�0�E.si��ro�tl � V�lurs I�i rthl�,�Ji iw t s�el��u --� � �� ,� �� '_ll i ' `� 1 f�) FS50(a':l cmbed � nt�e�jnh��iieds�_iredtiom 1: i�nch �n�n�� in�h� �ndb�.l.�aeii �- . (:. , I il' �) � �� .I � 1U1,� {�l '�I � �I1` 1 1 1;,�5(GJ) � inli c<<nlc. fho o��_it.,��i�ilct of th��oncrcte Calcul�t �I b�I�n�;,:n uiieipol��[icn i h I I��i�.�i I�n��.r I�i�. au�1 1"in �1i�m,..�r dnchor�.�t[at 1 ;;�J In.eC1�e[tis- mascnry unit. I.i Alli'h01.��-c I�i:li.c�l�U Oil�;�;ei t'niI 1 I�.;i�IiP c'll�ill�l-lOII I��,ICSpe GVc'I'y�_ 3 V&I�es �re fi� �u�ehet;s I��r,�itrd in(he cr,ll. � ��< ari ui�� !ir'��i:;cit�t,fectur ot a.p. Croutr,il� 1 L��1 oint Ci0s5�-'18L Of � �., � J 1 l Gaseu o�� i°in�a �ate[y t;,c(oi cf A.0 �nv comb�n�tion oi tl�e above. �Visit Hilti Online US www.us.hilti.r,oi7� Canada wwvv.ca.hilti.�om �:,.: �,,,. �nc�,-;;ni�-Y�4��(ii10 I Product Technical Guide 2004 I Hilti(Canada)Corporation 1-800-3G3 445n �i.� 165 . � ~ Vail's Front Door Appendix E Vail,Colorado Page 1 of 1 K`119�IiC-COIV il+ Fasteneng �system 4.�.72 �6.3.12.3 Technical C1ata T�nsion and 5hear Allowable Loads in Concrete'•2 2000 Pso(�3.6 MP�a} 4000 psi(27.6 MPa) _6000 psi(41.4 MPa� _ Shear Tansion Shear Tension Shear Re�c6lor poa. Evn6edmertl bepth Tensean �b kN ib(kN ib kN 16 kN) Ib kN in. in. mm �y kN 260 125 26D 185 280 1 100 (1.16) IO.t32) � (125)__ ._ 3116 (0.44) (1.16) (0.56) - (75� 295 265 325 3D0 � 311fi 1�4/4 275 ��) 131) (1.18 1�.�5 1.33) _ y 190 325 240 390 275 � (�J.H51 (1 A5) -- —�1_�7) -- ____.�73) [t 22 (2 h0) ---- 1/4 j?51 s2s soo s5o � --- t'314 425 5� 1/4 (44j (t.89 (249) (278) 2.82 (?_.89) 126/1 1 Pui�lished loa4 valiies re�rE�sent[he avErage tzst results of testing conducteG in�or,a!base niaterials usinc Hiiti matched-tolerance Criil bits. B�cau:;r,-cd vmlatinn5 iii materials,en-site testing is necessary to determine actual performance aY any�pecitic site. 2 R.ilu�.vable worKmg loads are based on a safety factor ot 4 U Tensian and Shear Ul4imate Loads in G�ncrete� 2000 psf j I 3.8 MPa) 4000 psi(27.6 MPa) _ 6000 psi 141 A MPaI_---- Mchor Dia. Embedment oepth Tension Shear Tension Shear Tension Shear ��_ in. mm lb kN Ib(kN Ib(kNl Ib(kN) Ib(kN) Ib kN� 1050 `� yp5p 750 1150 3/16 (25)_ , (�) (4 67� {2.22) (4-b�_ �3_34) _ 5 �7� --__------ 1-3/4 1100 7050 7180 1070 13(i0 12W 3116 __4(�----�4.8�_ --�4--�� --�-25 4.76 (5 781--- --�5=j�--- ---------- 1 760 1300 970 1575 17 00 2175 1/4 (25?_ (3.3t3) _ (5.78} (4:i1) (�� .(�— -- ___— - t-3/4 170d 2250 250� 1/4 (44) 17.56) (10-0) (l1_1) (113) (IL6) (107) T�nsion artd Shear Allowable Loads Tension and Shear Allowable Loads in linlEow BIoc6��•2 iro Red Brick�•2 Anchor Dia. Embed.Depth Tension Shear Anchor�ia. Embed.Depth Tension Snear ��, in.(mm) Ib(kN) Ib(kN) in. in.(mm) Ib(kN) Ib(kN) 3/16 1 150 �5 3/16 � 10�} �1 05) - (25}J _(0 6�--- _ (1.00l 2�j --- — — 1-3/4 2� � 3/t6 1-3/4 350 300 31Y6 44 (1.56) (7.3� (44) (7.29) (1.33) � 2p5 415 1/4 ��5} (0.7�31 (�22} 1l4 (25) (0 91) f7 85) _ __--- 1-3l4 310 400 1/4 1-3/4 350 500 1/4 (44! (1.38) (1.78) (44) (1.56) (2,22) 7 ASTM Specification C 90 Grade N.Type II pilot holes drilied with TKB matched 1 Thi�tesr was performed on individual specimens oi ASTM C 62 common red brick. ,o;e�a�ic2 bit;!ur cencrete bl�cks. Due to the wide variations encountered in the c�mpressive strength ot brick,lhese 2 All�wabie vrorldng loads are b�ed on a safety tactor n?4.Q values shoulC be considered Gulde Valuas. 2 Allowable workiny luads are based on a saiery factor of 4.0. The anchors are instaNed a minimum of 12 diameters on center with a minimum edge distance of six diameters for 100 percent anchor efficiency.Spacing and edge distance may be reduced to six diameter spacing and three diameter edge distance providing values are reducs�i 50 percent.Linear+nterpolation may be used for intermediate spacing and edge margins. �c�mbined Sh�ar and Tension Loadireg (��`r� -{- ( V�1 <_ 1.0 (Ref.Section 4.1.2.7} \ � Hi1ti,Inc.{US)1-A00-879-8000 I www.us.hitti.com I en espanol 1-800-Bi 9-5000 I Hilti(Canada)Corp.1-800-363-4458�I www.ca.hlti.com 1 Product Technlcal Guide 2006 267 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0019 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'B' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . OS/23/2007 Legal Description: Expires . .: O1/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 IA 203 . 75 16, 900 $3, 443, 375 . 00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170 .56 2, 422 $413, 096 . 32 Totals. . . 16, 576 $7, 965, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ****++*****+*�**��**�****r*******v►**v********************�**+****�* FEE S UMMARY **w+***r********xt***+�***t�*+tr*****��*+***s�*�*****+**+*�� Building------> $31,031.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $62,807.35 Plan Check---> $2 0,17 0.15 Recreation Fee--------------> $11,6 0 3.2 o Additional Fees-----------> $7 6 0.0 0 Investigation-> $0.00 TOTAL FEES-------------> $62,807.35 Total Permit Fee----------> $63,587.35 Will Call-----> $3.0 0 Payments-------------------> $6 3,5 8 7.3 5 BALANCE DUE---------> $o.o 0 «*.s*�*�s***+�t■+s«s**+**ss*****++**+******��*�+*+v+*�****�r*s*�«**�**s��*�s*++►�**+*�****s�s+r�**r***+■*.�***.***►�+***r+*�s�*+*******++******* Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs. 03/O1/2007 MROYER Action: DN Revision 3- Stone Veneer support. Comment . to Neha 03/O1/2007 . 04/13/2007 MROYER Action: PA Rev. 1- ASI-B005- Rooting moditication. Bi. @ $60 05/02/2007 JP Action: DN Correction letter sent addressing temporar� 05/07/2007 jplano Action: AP APPROVED CHANGES TO STAIR BS05, 2 HOURS OF DUE, $120 . 00 05/16/2007 jplano Action: AP Approved temporary exit plan tor the Lodge hours of plan review due, $600 . 00 total Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP 12/14/2006 George Action: PA This is a partial approval to allow tor ch� men' s and women' s spa. No other changes are approved Ol/15/2007 George Action: PA This is a partial approval tor a rooting mc 04/12/2007 George Action: PA Revision 1 This is a partial approval to a. addition of cedar shakes . Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 12/20/2006 tk Action: AP No issues with root moditications. Plans rf 12/13 . Item: 05550 ENGINEERING CIVILS .*.*.��****.*.*.*�.*.*�.+.+.*s*.***.*.*.......**.*.*.*.�+�,*.*,�*.*.:.*.*.�.�:*..**.�+�..«.*....+**�..,....*.+►.��.***+,�.*..�.*..�...........*. See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. ✓ A l0' SIGNA OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0019 as of OS-23-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: OS/23/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: Cond: CON0008949 Inspection of the exit signs, emergency lighting and the exit discharge required prior to use of the exit system ************+************************************�***************+************************** TOWN OF VAIL, COLORADO Statement ***********************************************************************+******************** Statement Number: R070000776 Amount: $60.00 05/23/200702 :19 PM Payment Method: Check Init: LC Notation: #1126/GREG V. PERRY ----------------------------------------------------------------------------- Permit No: B06-0019 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Total Fees: $63, 587.35 This Payment: $60.00 Total ALL Pmts: $63, 587.35 Balance: $0.00 *************************************+************************************++*+*****�******** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 60.00 ----------------------------------------------------------------------------- AGENCY Municipal Building Department Services 4/12/2007 Charlie Davis Chief Building Official 75 S. Frontage Road, Vail RE: PROJECT: Front Door Building B Rev. #1 INTERNAL REF#: 2634 PLAN REVIEW: # 606-0019 ADDRESS: 151 Vail Lane Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: ASI-B005 Fees 10 $ 80 $ 11 $ 81 $60.00 Total Permit Fee $ Plan Review Fee $ Hourl at$60 1 $60.00 Increase Valuation $ These documents were reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. Colorado Inspection Agency finds the documents submitted to be complete for construction and r�ady for issuance of the revisions. Please see attached conditions of approval. Sincerely, __- — , M tt Royer Building Official Colorado Inspection Agency (970)328-1790 Matt.royer@coinspect.com Centennial Office: 12503 E.Euclid Drive,Suite 210•Centennial,CO 80111 •(303)734-4567•Fax(303)708-1790 Firestone Office: 11409 Business Park Circle,Suite 350•Firestone,CO 80504•(303)774-1388•Fa�c(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO 80550•(970)686-7511 • 1-800-400-1581 •Fa�c(970)686-9248 Eagle Office: 1286 Chambers Avenue,Suite 101 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(970)328-1790•Fax(970)328-1791 . . , - , �y, ` ��3`� U APP N ILL OT BE AC EPTED IF I PLETE OR UNSIGNED Building Permit#: I� O �--Gc�'��` � 970-479 2149(IRSpections) 4 , #.; . _ ��` � REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further insuections will be preformed until the revisions are approved *** CONTRACTOR INFORMATION General Contractor: Town of Vail eg. No.: Contact and Phone#'s: �-f c�e� Cv�Stru�-�-c�.•� ,� t , „� �,, �U�� r�� -- ('9,�oI�7� -, �� ATTENTION: , JR,CHARLIE,GREG,CHRIS � Contractor Signature: <-- �� .,/�iY��2��,G,;� _ COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ �;�17 � ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcer# � � D � �� 2� IC� � , � Job Name: V,�`,.j �-�� Job Address: /�/ �,,�(�.r / � L � L.Ci'L�l • Legal Description Lot: Block: Filing: Subd'avision: Owners Name:�� ,��a� Address: � Phone: � Architect/Designer: �a�� Address: Phone: � Engineer: ��,��,�Lv�lI Address: Phone: REASON FOR REVISIONS: � � .� u"L?f/.✓'t ��G��;��'�;G-��-,c;; �fT' ��y.1cL:7��!I l'�1X �`j��`i/1 Work Class: New(� Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( } IWork Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Uther( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No( ) FOR OFFICE USE ONLY Other Fees: ` Occupancy Group: Acce ted B : Type of Construction: ' Date Received: : F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 �.J - . � Questions? Call��elopment Review Co�rdi�tor at��9-2128 A•. �•� �� , ��i� � � ,� '"r p. , � � � l ��..,. �,.�4� � �� ';�I��'��, ` Bui/ding Permi�Submitta/ Check/ist �� Department of Community Deve�opment � fl � �,nF�,'t -r� �C:'cl /�' � Project Name: �-r � Project Address• �� L� � '� ✓ This Check/ist must be comp/eted before a Bui/din4 Permit avv/ication is accepted, ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Associa�tion letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan (4) included (refer to Public Works checklist) No dumpster,parkinct or material storage allowed on roadwavs and shoulders without written approval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature (All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Strt!ctural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: r-- Applicant's Signature: ' ��'' Date of submittaL• � Received By: � F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12/8/2005 o Q � � �, --� -„ _, -a �� :., � ��' Q n � F 1,s ''�� ' t,� � '� �s. (Q Q "`, � � '�s �� -�'� �. {� � � �> �. , „J � � � u <�. =� O � � � �, /� '�"%% ��, m u ;; � ii , r- � n Q � �� ' '� � O � �� o � `; r � - t� � s��r o � � — � ��"� p ';,' � � � ,� � � �' '� � ,�� , ' o O � f�� fP o n � � , p � .� �. o � Z � o ° ` U� 3 � �S ,': � / C = �N �•.--} f/� � �� .. � • • M y � � �. �'� � r� � � �s _ �� ' p, _'� � zw; �' -c . �Fq � �� ..Y L' � � ��' `' � � u_ � . . � rF � i.�� ,.y � V � �`� Sr�y � � � n �Ll � . }w'�� —i ,_'" J 'wr _ �� $�' ("�S {: '. WS� g4 � � � � O Q � � ' � 1` N � � i�',�� pp CCD � !� r�� G J ?f��i w� _ W�(�(( � �7 � �.r �- � � � . � r '� � � �f ` �y � � r W � � € � � �.�� a � ��y'r'��T d � � � � �.�.:g .., �; � e TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-213 8 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Per►nit # B06-0019 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'B' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : OS/10/2007 Legal Description: ,.�,{S G(p _ �p�� Expires . .: 01/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone : 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone : 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 IA 203 . 75 16, 900 $3, 443, 375 . 00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170 . 56 2, 422 $413 , 096 . 32 Totals. . . 16, 576 $7, 965, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 +*+�*******+**********�+*************�**s****rr*******r***+********� FEE S UMMARY *+**��*+�+**�***+**�****+#*+*+*****+*+e*�+**rt*�****�►a�**** Building------> $31,0 31.o o Restuarant Plan Review--> $o.0 0 Total Calculated Fees---> $62,807.35 Plan Check---> $2 0,1�o.15 Recreation Fee--------------> $11,6 0 3.2 0 Additional Fees-----------> $�20.00 Investigation-> $o.o o TOTAL FEES-------------> $6 z,8 0�.3 5 Total Permit Fee----------> $6 3,5 2 7.3 5 Will Call-----> $3.00 Payments-------------------> $6 3,5 2 7.3 5 BALANCE DUE---------> $0.00 +**srts*►+*�rts******t*:**trt*****trs*:t**�►**��.s**�»*sr*****�*r*�**�*�***+***+�r�+*�►+�:s�*+r*s***«.*�*+***+*►�*a*�**+�sr***►*s�*�+:**►��**«***�• Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full builciing permit pending conditions anc department sign-offs . 03/O1/2007 MROYER Action: DN Revision 3- Stone Veneer support. Comment . to Neha 03/Ol/2007 . 04/13/2007 MROYER Action: PA Rev. 1- ASI-B005- Rooting moditication. Bi. @ $60 05/02/2007 JP Action: DN Correction letter sent addressing temporar� 05/07/2007 jplano Action: AP APPROVED CHANGES TO STAIR BS05, 2 HOURS OF DUE, $120 . 00 05/16/2007 jplano Action: AP Approved temporary exit plan tor the Lodge hours of plan review due, $600 . 00 total Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP 12/14/2006 George Action: PA This is a partial approval to allow tor ch� men' s and women' s spa. No other changes are approved Ol/15/2007 George Action: PA This is a partial approval tor a rooting mc 04/12/2007 George Action: PA Revision 1 This is a partial approval to a. addition of cedar shakes . Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 05/21/2007 mcgee Action: AP revision to the root design including poly: insulation. The details do not include a spec tor tire retardant polyiso and the details show framing. The plans also show fire sprinkler piping in the assembly. Wood traming may have some impact on the tire sprinkler design (concealed combust: they pick the wrong insulation) . The plans are dated Nov 06 . Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 12/20/2006 tk Action: AP No issues with root moditications . Plans rE 12/13 . Item: 05550 ENGINEERING CIVILS �.».*+..��*..+...+.».++*.*.�....***,+..�>.»..,.**.*..>,.�.*,.f.,��.*+..�.*.*�:,*..:*+��*�*:*.***.*.*.*.*.+*.�...*.*....++�.�+++��,.++*..��+.*► 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-vftin��licable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR ADVANCE BY TELEPHONE � OR AT OUR OFFICE FROM 8:00 AM-4 PM. C SIGNA RE OF O CONT OR IMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0019 as of OS-22-2007 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: OS/10/2007 303-825-1313 To Expire: O1/]0/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: Cond: CON0008949 Inspection of the exit signs, emergency lighting and the exit discharge required prior to use of the exit system ****+********+****************************************************************+************* TOWN OF VAIL, COLORADO Statement ********************+*****+***************+*****+***************+*****+********************* Statement Number: R070000760 Amount: $600. 00 05/22/200708 :45 AM Payment Method: Check Init: DDG Notation: Hyder Construction 55845 ----------------------------------------------------------------------------- Permit No: B06-0019 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site A�idress: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B� Total Fees: $63,527.35 This Payment: $600.00 Total ALL Pmts: $63, 527.35 Balance: $0. 00 ******************+****************+******************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 600.00 ----------------------------------------------------------------------------- \ �:Cotorado Ins ecfiion AGENCY Municipal Building Department Services May 15, 2007 �� Charlie Davis �J' Chief Building Official, Town of Vail � Q� 75 South Frontage Road � � ,/ � Vail, CO 81657 l�� ,�� W C _ /,�\ , �� r�< ' RE: �" INTERNAL REF#: 3945 PROJECT: Vail Front Door-Temporary Exiting for Lodge at Vail PLAN REVIEW: B06-0019 ADDRESS: 151 Vail Lane REVISION : Rev. 5 Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: 1. Plans: ■ Temporary Emergency Exit Plans Sheets CEP01 through CEP07 These documents were reviewed only for their conformance to the provisions of the 2003 International Building Code. Colorado Inspection Agency finds the documents submitted to be complete for construction and ready for issuance with the following conditions of approval. Conditions of Approval: 1) Exit siqns, emerqencv liqhtinq and exit discharqe shall be inspected and approved by the Building Department and the Fire Department prior to the use of the exit system. A$600.00 plan review fee is due. This is for 10 hour of plan review including field visits. Sincerely�, , John Plano Plan Examiner Colorado Inspection Agency lohn.plano(C�coinspect.com (970)328-1790 Centennial Office: 12503 E.Euclid Drive,Suite 210•Centennial,CO 80111 •(303)734-4567•Fax(303)708-1790 Firestone Office: I 1409 Business Park Circle,Suite 350•Firestone,CO 80504•(303)774-1388•Fax(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO SO550•(970)686-7511 • 1-800-400-1581 •Fax(970)686-9248 Eagle Office: 1286 Chambers Avenue,Suite 101 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(970)328-1790•Fax(970)328-1791 Colorado Inspection Agency Eagle Office 12�6 C'r�r.��nk»rs Avr,n!�c; �1�1 F.c��.�fe, C:c>larC�c�o 81631 Pc;rr�;it #; Frc7j�cf Nc�rr�e: L;,cSCI'IjJ�iOCI: ,--� `�>�� - �� I �, � L ci i�C� /�-i t� Dote: ?1'ask � Valuotion � Hours ; � �� —3U�Zi � ''`t'"'_��t'�Z'' �''� ______� � ._._ 9 7 � �� ,s��-- �� —�� --,�-�- c�,� �.-�_�� c��`F�.� ��i�:7`?—5 c--�s.%i— `�--(�—C3� __E=v+�"��3—. ��,;g►�, ,� _ Total hours �- � 2 3 ��. ��a�@s �, ��r �. � £�, ��:; �.r i A '� t'��. r-,'�',.a�'�,. PIc�r7� t"xc�rrinc;r: ----(�,�-}� —` i'L kS�v< ��iic:liru�Officic�l: Matthew Royer C�ffice Pi�one: 970-328-1790 iriit:-rr7c�i Rcf. �: S"'j�� Revisic�n riur.ik�er: � Revisions to App ved Pians @ `� e h v j�____.p_�_ ��G.Cr,J 'A I ��0, C.`�� >�c� l �tr),��J �XGTiTI'�l(�'S SIE.��'t:�`=Lii"E_'` ,� ��:..�----__.. Billable Plan T Review by Total % � <'��L �iv I�c�;.�� '2�=� -� ��,t.�,�..�� -�L-U ��j'v � •� � � u PLICATION WILL NOT BE ACCEPTE , INCOMF'LETE OR UNSIGNED Building Permit#: �:� ;��'�� . ;�� , 9T0-479-21�49_(Inspections) -- t �� * REVISION TO TOWN OF�AIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 *�`*All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s:; H d�� con��u�,�,�� Z�� i � `1- �3 -n-�,kr� i�oa �'70- � �� - a�i ATTENTION: JQE, JR,CHARLIE,GREG,CHRIS Contractor Si nature: � COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ ,� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea /e Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel# �lGlbg��o7T Job Name: va .(� �-�d� � � Job Address: �s U �Om � �,� L�,�° Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: 'I w�J /'�50� - - Architect/Designer: Address: e� �/ �(� Engineer: ,�y� Address: Phone: /r� 0ilr^vP d- EWp/� '; U REASON FOR REVISIONS: ,� �x,� ;� P/�-n �( G �13 Work Class: New(jq Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) FOR OFFICE USE ONLY Other Fees � � � Occupancy Group: � ��Acce ted B : '� �� ,.��.�:: � Type of Construction: Date Received: F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 �i Questions? Call the De�opment Review Coordinator at 479-2128 � � � ,� ��, � .� ��t - �' 4, �� :,"`� �� ";��F��,�' ` Bui/dincr Permit Submitta/ Check/ist Department of Community Development Project Name: V C�- ��s r�'°n� �oor-� Project Address: j s� V�� -��° U�.`� �� S l C s 7 ✓ This Check/ist must be comv/eted before a Bui/din4 Permit avv/ication is accepted. ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan (4) included (refer to Public Works checklist) No dumaster,aarking or material storaqe allowed on roadwavs and shoulders without written aaaroval ❑ Asbestos test and results submitted if dernolition is occurring ❑ Architect stairp and signature (All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans o Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: Applicant's Signature: �" � Date of submittal: �� 1` 07 Received By: F:\cd�v\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12/8/2005 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0019 Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION Location.....: VAILS FRONT DOOR-BUILDING 'B' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . OS/10/2007 Legal Description: �--�`,��U� _ (��c� Expires . .: O1/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 ARCHITECTURE, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Occupancy Type Factor Sq Feet Valuation BUSINESS (B) & HMP (H5 ZONE 3 IA 203 .75 16, 900 $3,443, 375.00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170.56 2,422 $413, 096.32 Totals. . . 16, 576 $7, 965, 000. 00* Fireplace Information: Restricted: Y N of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ************************************�******************************* FEE SUMMARY ***�****************:x**************��****�****************** Building------> $31,031.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> Plan Check---> $2 0,17 0.15 Recreation Fee--------------> $62,8 0 7.3 5 $11,603.2 o Additional Fees-----------> $12 0.0 0 Investigation-> $0.00 TOTAL FEES-------------> $62,807.35 Total Permit Fee----------> $62,927.35 Will Call-----> $3.00 Payments-------------------> $62,927.35 BALANCE DUE---------> $0.00 �*****************�***************�***�***************�**************************�*�**********************************************************�** Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full building permit pending conditions and other department sign-offs. 03/O1/2007 MROYER Action: DN Revision 3- Stone Veneer support. Comment letter sent to Neha 03/Ol/2007 . 04/13/2007 MROYER Action: PA Rev. 1- ASI-B005- Roofing modification. Billed 1 hour @ $60 05/02/2007 JP Action: DN Correction letter sent addressing temporary exit plan 05/07/2007 jplano Action: AP APPROVED CHANGES TO STAIR BS05, 2 HOURS OF PLAN REVIEW DUE, $120. 00 Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP 12/14/2006 George Action: PA This is a partial approval to allow for changes to the men' s and women' s spa. No other changes are approved O1/15/2007 George Action: PA This is a partial approval for a roofing modification 04/12/2007 George Action: PA Revision 1 This is a partial approval to allow for the addition of cedar shakes. Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU's. Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated received 6/16/06 and 7/06/06 12/20/2006 tk Action: AP No issues with roof modifications. Plans received 12/13 . Item: 05550 ENGINEERING CIVILS ****�********��****��**�*��*�******�***�*�*******�******�***�*�*****�***************�***************�**�******�********�********�******�*�*�***� See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. � s��. SIGN� U OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF PAGE 2 �x�:�*�x*�:*�*��:*�:*:x�:*�x:*�x�:x**�***:x**�:*�**�:*�:*�*�:*�:**�x*��*�:*�*�x*�*�x*�:*�*�x*�**�x***x:*�x*�:*�x*�x�*�:*�x**�x�*�:*:�*�x*�* CONDITIONS OF APPROVAL Permit# B06-0019 as of OS-10-2007 Status: REVISION �x�**x�*�*�x*:�**�x*��:*�x��**�*�x*�:�**�x*��:*�*�*:x�:*�x***�*�x:��*�*�x****�x*��:*�x*�x***�:*�x*�x��*�:*�:*�x*�:�:***��:*�:*��*�x Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: OS/10/2007 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: **********************�***�********�************************+*********�*��**�******�*+****** TOWN OF VAIL, COLORADO Statement ******�:******�:***************�**:��**�x***+**************************************�************ Statement Number: R070000673 Amount: $120.00 05/10/200704:35 PM Payment Method: Check Init: LT Thompson / ck 2430 Notation: Douglas ----------------------------------------------------------------------------- Permit No: B06-0019 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING �B� Total Fees: $62, 927.35 This Payment: $120.00 Total ALL Pmts: $62, 927.35 Balance: $0.00 *********�x**************************+********************************+*************+******** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES -16,136.12 PF 00100003112300, PLAN CK - project GFP012 16,256.12 ----------------------------------------------------------------------------- \ Colorado tns ect�on AGENCY Municipal Building Department Services 5/7/2007 Charlie Davis Chief Building Official 75 S. Frontage Road, Vail RE:PROJECT: Front Door Building B Rev. #4 INTERNAL REF#: 3762 PLAN REVIEW: # B06-0019 ADDRESS: 151 Vail Lane Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: Sheet A701 and accompanying structural calculations for the stair changes. Conditions of approval: The guard shown in 10/A701 is required to be 42"tall. Fees: 2 hours of plan review at$60.00 an hour. $120.00 These documents were reviewed only for their conformance to the provisions of the 2003 International Building Code as adopted by the Town of Vail. Colorado Inspection Agency finds the documents submitted to be complete for construction and ready for issuance of the revisions. Sincerel , � ��--� � John Plano Plans Examiner Colorado Inspection Agency (970)328-1790 john.plano@coinspect.com Centennial Office: 12503 E.Euclid Dnve,Suite 210•Centennial,CO 80]11 •(303)734-4567•Fax(303)708-1790 Firestone Office: 11409 Business Park Circle,Suite 350•Firestone,CO 80504•(303)774-1388•Fax(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO 80550•(970)686-7511 • 1-800-400-1581 •Fax(970)686-9248 Eagle Office: 1286 Chambers Avenue,Suite 101 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(970)328-1790•Fax(970)328-1791 F'� `� �:�� _, ,�, � 5 �, � Colorado Inspection Agency Eagle Office i2f3f�C:��<�rnka�;rs 4veriuc; �iC)1 Pi��ns Exca�7�inc;r: �. L,(�.�� F<�c71e, Colt�r��c��816�l Fs�ilc�ir�<�Offic::ic.�i: Matthew Royer � � �Jffice f'nc�r��: 970-328-1790 �7 �-7 r :`C(YiII� #' � 9 lr�t�:Arnr.�i Rc;(. #: � � � Prc�j�c:t Narr�e: �� --'� u.��-- 43vtc_-pr1.,� �� Revisir�r� r�ur��k�er: �� Ges�riptian: C'u�C�,�'T��2-S �� .�� 3�� 3�c�� APPLICATION WILL NOT BE ACCEPTED IF lNG�1fi�NPLETE OR SIGNED �^�`� Building Permit#• � � 970-479-2149(Inspections) ��` � REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: r�� s��w�f o�, �„�, � �' � �,'� �vo q�o . �� -a�I3 ATTENTION: JQE, JR,CHARLIE,GREG,CHRIS Contractor Signature: � COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ —� PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel # . _ ��6� � �a o Job Name: � Job Address: VGi-� s �rv�!�- �ap/� �S! V�,% L�iF ` Legal Description Lot: Block: Filing: Subdivision: Owners Name: V , ��a� Address: Phone: s Architect/Designer: a Address: Phone: � Engineer: G r�� Address: Phone: REASON FOR REVISIONS: S�GL;(" C �'1fi�rt rsr' Work Class: New('�{( Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet( ) Wood Burning ( ) .� No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet( ) Wood Burning (NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) FOR OFFICE USE ONLY Other Fees � Occu anc Grou : Acce ted B : Type of Construction: Date Received: F:',c�e�r\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 u Questions? Call the Development Review Coordinator at 479-2128 � . '��0�'�t�,� ` Bui/dinQ Permit Submitta/ Check/ist Department of Community Development Project Name: Va�I s '��o�� oar' Project Address: (,��l([.�, .�1 L.�wtP ✓ This Check/ist must be comp/eted before a Bui/dinq Permit app/ication is accepted. ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan (4) included (refer to Public Works checklist) No dumpster,parkinq or material storage allowed on roadwavs and shoulders without written approval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature(All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: � Applicant's Signature: i�Yf?/`- Date of submittal: �• }�•�� Received By: F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12/8/2005 4240 ARCHITECT'S SUPPLEMENTAL I NSTRUCTION No. B-o�7 VAfi.'S FRO[�IT DOOR To: Doug Thompson/Hyder Construction, Inc. 1ECZ No: PR� 20b93.08 543 Santa Fe Drive issuE�: 04.03.07 Denver, CO 80204 FROM: genjamin Gray 303-825-I3i3' 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without chauge in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructious indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Inst�uction Title: Building B—Stair BSQ2 Revision. Reason for Change: Modifications to stair and corridor due to existing conditions and to minimize demolition. Descripfion of Instructions: See attached Building B Sheets and Sketches. Attachrneuts and Enclosures: Building B Architectura] Sheet A701 dated Q4_03.07 Building B Structural Sketches SSK B-043,B-044,B-045,B-046,B-Q47,B-048,B-049,B-O50,B-O51,B-052,B-053,B-054, B-OSS dated 03.02.07 and SSK B-058,B-059,B-060,B-061,B-062,B-063,8-064 dated 04.03.07. r- , " Copy To: ASI Fite �y� �` Rick Caudel/VRDC �`�— Randy Hart�4244 Receivec�y: Richard Sz�yder/Hyder 42�4Q ARCHITECTIJRE INC 1621 Eighteenth Street Suite 200 Denver,Colorado 802U2 c 303.2923389 f 303.292.31 13 The information contained in this message is privileged and confidential intended only for the use of the individual(s)or entity(ies}named above. If the reader of this message is not the intended recipient,you are hereby nolified that any dissemination,distribution,or copying oi www,4240architecture.com this communicaGon is strictly prohibited. If you have received[his communica6on in error,please notify 42/40 Architecture,Inc.immediately. TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0019 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'B' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 07/14/2006 Legal Description: Expires . .: O1/10/2007 OWNER LODGE PROPERTIES INC 02/10/2006 PO BOX 7 VAIL CO 81658 ARCHITECT 4240 AR.CHITECTUR.E, INC. 02/10/2006 Phone: 303-292-3388 1621 18TH STREET SUITE 200 DENVER CO 80202 License: C000001868 APPLICANT HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A CONTR.ACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,965,000.00 ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Occupancy Type Factor Sq Feet Valuation ' BUSINESS (B) & HMP (H5 ZONE 3 IA 203 . 75 16, 900 $3,443, 375.00 RESIDENTIAL/MULTFAM( ZONE 3 IA 170.56 2,422 $413, 096.32 Totals. . . 16, 576 $7, 965, 000. 00* Firep►ace Information: Restricted: Y M of Gas Appliances: 0 #of Gas Logs: 0 li of Wood Pellet: 0 ********************�*********************************************** FEE SUMMARY ***��:************�********************�*+******************* Building-----> $31,031.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $62,807.35 Plan Check---> $20,170.15 Recreation Fee--------------> $11,603.20 Additional Fees-----------> $0.00 Investigation-> $0.00 TOTAL FEES-------------> $62,807.35 Total Permit Fee----------> $62,so7.35 Will Call-----> $3.00 Payments-------------------> $62,807.35 BALANCE DUE---------> $o.0 0 **�**************************�********************�****��*****************************�**********�****�***�***�*�**�***********�********�******** Approvals: Item: 05100 BUILDING DEPARTMENT 07/11/2006 MROYER Action: AP Full building permit pending conditions and other department sign-offs. Item: 05400 PLANNING DEPARTMENT 07/14/2006 George Action: AP Item: 05600 FIRE DEPARTMENT 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU's. Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions dated received 6/16/06 and 7/06/06 Item: 05550 ENGINEERING CIVILS *******************************�******�****************************************�***********�***************************************************** See page 2 of this Document for any conditions that may apply to this permit. , DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. , ` -. SIGNATUR OF OWNER O TRAC HIMSE OWNEF PAGE 2 **�:x�*�**�*�**�****�:*�***�:*�:*�*��*�*�:*�***�******�:*��*�x*�x*�*�*�:**�****�:*�x��***�***�:*�:*********�:***�*�x**� CONDITIONS OF APPROVAL Permit# B06-0019 as of 07-14-2006 Status: ISSUED ***�x**�*��:*�:*****��x*:�*�:*�x**�:***�****�:*�x*�:*�x**�x*�*�x**�***�*�:��:��*��**�x***�x��:��*�x��:*�:*�**��*�**��*�:**��* Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 07/14/2006 303-825-1313 To Expire: O1/10/2007 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Parcel No: 210108278002 Description: ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Conditions: *********+*�***********************�***********************************�***�*******�******** TOWN OF VAIL, COLORADO Statement ******��:*************�*********+*******+*************�x****�********�:�*********************** Statement Number: R060000994 Amount: $42,637.2007/14/200602:51 PM Payment Method: Check Init: LCLT Notation: #53901/HYDER CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B06-0019 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Total Fees: $62,807.35 This Payment: $42,637.20 Total ALL Pmts: $62,807.35 Balance: $0.00 **********************************************�*****�x****�*****�*�************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 31,031.00 RF 11100003112700 RECREATION FEES 11, 603 .20 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F06-0073 ��,,_v�\� Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FORNT DOOR-BUILDING 'B' Applied . . : 11/22/2006 Parcel No...: 210108278002 Issued . . . 12/OS/2006 Project No : T��`.S�4 G,L ;;� �i Expires . .: OWNER LODGE PROPERTIES INC 11/22/2006 PO BOX 7 VAIL CO 81658 APPLICANT FIRE PROTECTION INC 11/22/2006 Phone: 303-399-1366 4981 EAST 39TH STREET DENVER CO 80207 License: 176-5 CONTR.ACTOR FIRE PROTECTION INC 11/22/2006 Phone: 303-399-1366 4981 EAST 39TH STREET DENVER CO 80207 License: 176-S Desciption: RELOCATE SPRINKLERS TO COMPLY WITH NFPA 13 in demo area, ground level, lodge at vail. Valuation: $1,935.00 ******�**********�***�**********************************�*******�*** FEE SUMMARY ***�**�**************�*****************************�******** Mechanical---> $o.00 Restuarant Plan Review--> $o.oo Total Calculated Fees---> Plan Check---> $350.00 DRB Fee---------------------> $432.24 Investi ation-> $o.o o Additional Fees-----------> $o.o 0 g $o.00 TOTAL FEES--------------> $432.z4 Total Permit Fee----------> $432.24 Will Call-----> $o-�o Payments-------------------> $432.24 BALANCE DUE---------> $0.00 �********+************************************�***�**************�*�********��********��*******�*******�*****************��*******************�* Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 12/O1/2006 mvaughan Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. **********�*******�*******�**�***��*�*******�*******�*********�****�*****************��***�***�*****+****�**�***��:******�********�*********�***** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY T EPHONE AT 479-2135 FROM 8:00 AM-5 PM. ��'�✓J � SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ************�****�*��+*�*�***********+*�**************�*�*****�****�***��*�*�**�*��**�**** TOWN OF VAIL, COLORADO Statement ******�*************:�*�**��x*****�x****+*****************************�:+***�****:x**:�***+******* Statement Number: R060002046 Amount: $432.24 12/05/200609:31 AM Payment Method: Check Init: DDG Notation: Fire Protection 30740 ----------------------------------------------------------------------------- Permit No: F06-0073 Type: SPRINKLER PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FORNT DOOR-BUILDING 'B' Total Fees: $432.24 This Payment: $432.24 Total ALL Pmts: $432.24 Balance: $0.00 **************************�**************�x�**�x*�*******************�************:x*********** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES g2,24 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- � R�o� -��z� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project#: '�'�'O�-' °I � / Building Permit#: -Ob) !� � l� r �� Sprinkler Permit#: -6 U 7 � 970-479-2135(Inspection� � �WNOFYA�I, � TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage Rd. must include the following. Permit application will not be accepted Vail, Colorado 81657 without this information: • A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min) stamp. • Equipment cut sheets of materials. • Hydraulic calculations. • A State of Colorado Plan Registration form. • Plans must be submitted by a Registered Fire Protection Contractor. CONTRACTOR INFORMATION Fi Spr,�'nkler Contractor: Town of Vail Reg. Contact and Phone#'s: �itx �ia'(�� I�� ?�"� i�� 120�� - 303 3�9 � 3�� E-Mail Address: �� 0 �� t Contractor Signature: �/� � COMPLETE VALUATIONS FOR ALARM PERMIT (Labor 8� Materials) Fire Sprinkler: $ � g 3,5� -�� • ��-°��°° -� �� Contact Ea /e Count Assessors Office at 970-328-8640 or visit ww.ea le-count .com for Parcel# Parcel # _-:. , -__ _ -- Job Nam�. ��L �� Job Address:._. . — - _ --p=��.,.-+�f*-4 = �`��- � Legal Description Lot:�� Block:5-L Filing: f7�,3 Subdivision: �'� Mu4�� Owners Name: v�0�c� Address: Phone: Engineer: Address: Phone: Deta' d Location of work: i.e., floor, unit#, bldg.#) �,�, 1�041,� a� pa�o S�n� Detail d description of work: �d.oua'le SPI��,�k�c�5 � Co�+,(�1 '�i N F P�t �- �3 ' �i Work Class: New( ) Addition ( ) Remodel(�- Repair(�)� ,l�e�ro-fit( ) . �O#her(i} �� Q.rMv�pb*L Type of Bldg.: Single-family( ) Two-fa il • �Iti-family( ) ..Commercial f�.a I�estaurant( ) Other( ) No. of Existing Dwelling Units in this buil ' No.of Accommodation�1ni�sirt""fFiis buildinc�.� Does a Fire Alarm Exist: Yes� No " �s_a�F+ r System Ext�f: Yes No O � '� y�C:��-�' . ,p'v�.. **�**********�**************:�*�***�:�*�R�FICE US��Nt�****��****�******�*********�******* � z,,�'� Other Fees: `` Date Received: �� Public Wa Permit Fee: Accepted B�r: Occupancy Group: 1\Vail\data\cdev\FORMS\PERMITS\SPRKPERM.DOC 07/24/2002 �� /+E5 t N � �.. 5w' �;� �,. . �i�r,�� '�� r��'��- ��j .�L4��.� 7� i��C� t.��i�'��i�.� _- , --_____�.--------- — _ _ --- /�� /o'��-��rs -- -- 3 ,��N� ��' ��, (�55 6�5 �2 SSu T��.;�. _ - - . 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I a .. � � �� ,7 r � -. .... �.. . .�. _. . . ` ��'' �+��Tr f � n� .�1� ` � � � "�`�"""' � � '��f� ` ' � I I ��j ' . � �.�-�,�t-' � U � �', ��y i "�',� .;l"� � �` �,�-'£' � � t � h,l ;� � �, '� x� � � '� G� �,, /�i/rf f" ��, � � - � � _. -_ +�- ' - - - - _ _ -,�° ?� . � . _._ _ . _ � `. � 1 . �.�. �,-- � -- - _ - �' �,53;'�5,� � ti� � � _ � t'�' ` � ' � .,,,� �i � ' 1 � - �t.�,'` ` " � �Ir►;d�� ' '�� J ��,> �-`�� '�G''�� ..�� ,:.. '"'h ! �x��}� "r *j )�. ��i � � �'�( ��-�..a'�_...�� _ _ ' _ A..�� V�� T � }�"��m .y-r---�� _.,��—„�7C . � � �P�s r � � � � _ (��. �,.,�.-�. � �� ,� .� _ -.�_ _ _�-�.. � ,• �%%��---�� a -¢f=� '� w�= �� ,�; '�'� �� --•-- -;��-.'�e-: � �� w �� 1 , ��`�/�,/i'X�'� � "1 --- �� i � �� 1 �, � � � « , �� a,� ; �, : -,�, , ;�� »E'"tp'E -- - -t- ------- ��-•- _ ..�.�_�� --,,s...- '-� , � , i ' .-�_°�:� ��-°��; �-`� _,��,.� '� i—' - } � - �` �� ~!_�___ �. � , ` -r— --�— ' `- ' I �`� �. , � � _ � _� _ _ --�-i----t--�-- I ��`� �� , ; ; � , �% ' � � ,� i � � ; -`- .--;`--1�---�----�- �, � - '�;, I � � ; � , � � { - --- —�- ��--��-- � � ; J._. ! � 1� I . , � � , .�-r—;---�— - ---�-� , -�-�p--,-- —�--.- � ... . � ____�__ � ,� a -, �.._, .Y-._ .,__ _ �:._ . ,.,. . _; , _. _ ., '.,._ _1��;. --°-�— -'--! -z�� _�_-��'� T+-f� l,d�� V��L 1 + �- . �Ft,� P,��.7« r��. —� �I"�16 t (� . 3�j i�- �y�s- �L-�,►►�vr. �v �jUZ_�7 � 4�40 �� r ARCHIT�CT'S SUPPLEMENTAL VAlL'S FRONT DOOR INSTRUCTION No. A-o2� TQ� Doug 7hompson/ Hyder Construction, Inc. PRO��cT No: zp693.08 543 Santa Fe Drive issuEO: 04.09.07 Denver, CO 80204 �ROM: Neha Khera 303-825-1313 303-292-3388 The Work sl�all be cairied out in accordance with the following Supplemental tnstructions issued in accordance with the Contract Documents without change in Concract Sum or Contract'I'ime. Proceeding witli the Work in accordance with these Instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Tinie. Architect's Supplemental Instruction"Title: CMU itevision Reason for C}�a�z�e: At the request of tlie General Contcactor,Wall Types#13 and#15 have been revised. Tl�e`UI..Etated�31ock' reference has been eliminated and replaced with with the understanding that the assemblies wi([comply with 2003 II3C Chapter 7. Description of Inst��uctions: See attached sheets for additionai infot•mation. ��y�� Subjecf to inspection aEitl Coma!iance to all �`elevant Adopted E�uil:�;in�; ard Municipal Cades. Chang s in Pians E�UST �e a�p;�oved. Date 05�� D E3y�� Attachments and �nclasures: Code: 2003 /� Colorado Inspection Agency A.SK's A-Ol 1 and A-012,both dated 04.09.07. Copy To: A.SI File By.'•- — � .�-- _--___- ---_ Rick Caudel/VRUC Matt Royer/CIA Received By:._______T_� ___ � Steve Rondinelli/BCER �EV�� COLdI;P,DO INSPECTION AGEf'JCY 42�90 AR�HI'fECT'URE INC 1621 Eighteenth Sa•eez Suite 20Q Denver,Cotorado 80202 The in(ormation contained in lhis message is privileged and confidential inlended only for the use of tne individual{s)or entily(les)named �3�3.292.3366 f 303.292.3 I I 3 above. If the reader ot this message is not the intended recipient,you are hereby notified lhat any dissemination,dislributian,or copying of www.4240archi[ecture.com this communication is strletly prohibited. Et you fiave received this communication in error,please nolity 42140 Archifeeture,Inc.immediale[y. qz�o Arcl3itecture inc r;':-:.,?;;c:c;r,,;,s; , , � � e �3 April 2007 Mr. Matthew Royer ��„�,� Colorado Inspection Agency �286 Chambers Avenue, #�oi Eagle, CO $i 63� RE: Vail's Front Door — CMU UL Rated Walfs Dear Mr. Rayer: Per our telephone conversations with you today, 424o Architecture would like to formally request permission to modify all `Wall Type Assemblies' containing references to 'UL Rated' CMU Block. !n lieu of the `Ul. Rated' CMU Block, we propose 8" Medium Weight CMU (see attached submittal and letter from Mayne Blocl< Company), grouted (as needed) in compliance with prescriptive requirements outlined in 2003 fBC Chapter 7, specifically Table 7zi.3.2. Wall Type Assemblies #73 and #i5 reference 'UL Rated' CMU block that would require the UL Classification Marking. We would propose to alter these assemblies in order to eliminate the need far `UL Rated' block, but instead, comply wi#h aoo3 IBC Chapter 7. The highest rating required per our Construction Documents is Wall Type #�3C, which is a 3-hour rated wall. Given that the Medium Weight 8" CMU has an Equivalent Thickness of 3.65", and Item 3-i.2 in Table 720.� (2} requires a 3.6" Equivalent Thickness, the CMU being used on Vail's Front Door has a 2-hour fire resistance rating. In order to meet the Wall Type #i3C requirements, we propose grouting all cefls with non-combustible fill, increasing the fire resistance to the 3- hour classification we are required to achieve. The revised drawings {ASK's Ao7i & Ao�2} indicate �hat we are changing from the UL Rated Block to the assernbly described above. Please let us knaw if additional changes wiil be required for these assemblies to be accepted in the Construction Documents and in the Field. Thank you for your careful consideration. Sincerely, - ��h�� LQ�('�,�,"' Neha I<hera, Associate AIA 424o Architecture Attachments ��,�aC�� / cc: Rick Caudel ( Vail Resorts Deveiopment Company Doug 7hompson � Hyder Canstruction Steve Rondinelli � BCER Engineering, Inc. File: Zo6g3.o8 � 3.z co!oN�c�o i�JSPECTIOfV A�EfJ�Y iGzi Ei�hteenlh Street Suile zoo Dei3ver Colorado Po2o:? 'r 303 z9z,3S8 r 303 z9z;n3 w q2�c�archiiectUre.<om BOTTOM OF SLAB ANGLE SUPPORT BOTH SIDES; SECURE TO SLAB ONLY (RE: STRUCT.DWGS). STUFF GAP ABOVE W/ FIRE SAFING INSULATION H EAD (SLAB AND CMU ARE NOT TO BE CONNECTED). � ASI A-021 �� C��-.--.--��-��-.�-.--.� NOMINAL 8X8X16 CMU BLOCK. WITH FULL—CELL FILL AS 1 REQUIRED FOR WALL RATING. � PLAN �,�� -� � N OTE: ELECTRICAL CONDUIT & BOXES TO RUN INSIDE CMU WALL RE: STRUCT. FOR GROUTED CELLS, REBAR, AND SLAB CONNECTIONS � CMU HEAD. SILL TOP OF SlAB 13 NON RATED WALL AS, A-021 w��-��3 � . �� --�� C 13 1 HR FIRE RATED WALL; CONSTRUCTED PER >l � 2003 IBC TABLE 720. 1 (2), ITEM 3- 1 .2. / ( 13 2HR FIRE RATED WALL; CONSTRUCTED PER )1 � 2003 IBC TABLE 720. 1 (2), ITEM 3- 1 .2. / � � 13 3HR FIRE RATED WALL; GROUTED AS � � ( REQUIRED BY 2003 IBC TABLE 720.1 (2), � ITEM 3- 1 .2. J � �O��;A��6��N�L� R � 4" STONE ON ONE SIDE ��te�t°fR�°�� Vail�s Front Door o�+w�NC No: ASK—A011 4z4o Ounei/Deti�elope� REFERENCE __ Vail Resorts �ssu�: /si—n—o2i �� DATE: 04/09�07 Development Company �; � ��2 = 1'-0" Dencec,Coloiado Acon,Colocado DRAWN BY: NK BOTTOM OF SLAB ANGLE SUPPORT BOTH SIDES; SECURE TO SLAB ONLY (RE: STRUCT.DWGS). STUFF GAP ABOVE W/ H EAD FIRE SAFING INSULATION (SLAB AND CMU ARE NOT TO BE CONNECTED), FOIL FACED SAFING INSULATION � (R-19 MIN) ASI A-021 in l ��M��i � NOMINAL 8X8X16 CMU BLOCK. ! PLAN FULL—CELL FILL AS REQUIRED ) FOR WALL RATING. ( � N�i��J 0 I t• ELECTRICAL CONDUIT & BOXES TO RUN INSIDE CMU WALL RE: STRUCT. FOR GROUTED CELLS, REBAR, AND SLAB CONNECTIONS � CMU HEAD. SILL TOP OF SLAB / \ ASI A-021 � � ��-v-�� -�.--�--�--�� 1 HR FIRE RATED _ _ -.--, � � 5 ��1�� C WT—CMU-1 HR-1 --F---.___---.-_ � 15 2HR FIRE RATED: USE 8" CMU C '��— _ .PJ � � BOTH WALL TYPES TO BE CONSTRUCTED PE�R ca�a�,�no ��,F�Gc-r;eN � ��aF�,,�„ � 2003 I BC TABLE 720. 1 (2), ITEM 3- 1 .2. ��/�V '� �� -��_� � ��L� � ��te�t°fR�°Td Vail's Front Door owaw�NC No: ASK—A012 424o Oa�nes/Deeelopec REFQtEWCE -- Vail Resoxts iss�l� ns�-n-ozi �� Develoy�ment Comy�an� �� o4/09(07 Dem'ec,C,oloeado r r 3 �: � ��2� � ��-0�� 1von,Colomdo DRAWN 9Y: NK ��:'�°° , A � \ ��.�� . ,� BLOCK & STONE 4155 Hwy-6/ P.O. Box 1689 Gypsum, CO. 81637 Email sales e�yneblock.com Phone 970-524-7733 Fax 970-524-7731 Date: April 12, 2007 To: W hom it may concern From: Gerry Mayne The blocks referenced in Commercial Testing Laboratory report CT13, 422-445 that Mayne Block & Stone Co. manufactures contain the following percentage of materials by volume: Volcanic Scoria 42% Volcanic Pumice 42% Type III Portland cement 16% Thank you, Gerry Mayne, Manager Mayne Block & Stone Co. REVf�UVED BY COLORADO INSPECTION AGENCY ' ' �:� ��, , . � � , �.,.. =�, . z. 1 �, �r <�� . �r�I �: �� :, :- . � :��, . �'i1��@�OS rer g � � � � � CORPORAT' ION ��,t v��_ �� ,�"� ,� � U,,F r. 1 ;l4� t �� t �f�th . �� .. ( ,,. ..-�o� C>>.n�.cf��e' �. � � , f . j � :,:: � , ' r.a; „ �,:� ' �� . � , . ' _._ f ;�" ' . �� i �.G� � � '�� ___._ vA i� -__ . � �`j�'�,- �1� � �<<<�� Unit Masonry Submittals Section 4200 for :><,:,.;<>> Vail's Front Door s�..;��_:u�.�: . r.��<�f� Owner: Vail Resorts Development Company 137 Benchmark Road Avon, CO 81620 Architect: 42/40 Architecture � �� 1621 18t" Street � ��<��_ a� ��,r��s� Denver, CO 80202 � � �r�� x � � � h ��W�a�� '"' � �� General Contractor: Hyder Construction Inc. � � � ��a�g � 534 Santa Fe Drive � � � �z� � � � �� Denver, CO 80204 p� � � ��S<� � � � � � � � � � � a � � �c�� w � ��, �� ° z \ � C� f°��„�� 7 � c� ' � �� UI �' w �t� �� „? `� z _ � � `� °� R�1�4E�f�ED �Y � � This sta►��P c�rtifies th t t ' druV"fli�r ��n4; p��,� r�v��i,Y� f 4� � If�JSPECTlCofv COr17;�?iE1nr,E; 4vith #hg Cpr1r�� ,�r i��as`� ENCY ��tl�rfirl C��f]�, �� ry�`� /�} ` ' �,i i 1:} — ..—�.__.......,...__�_r.� �llt:rJ ��J[ ��.1+'i7i�� ;±..i; � �u?�cc�r��rr3c,�tr�r c�� ver��r ti"n f�r��,, � c��ir�ctu��;i��iic��tions, � �'"��G�'( �.:)i1t>�CU��iulll: ,Post C)(��cc F,ox 8�i /� �. l,',� i sao B I 658 F�� ' �.. ,, � �.1 `T?I f M ��f{�J ��. �� r ��. q� � �rU�9' � ',� F,i�nc a..._ � ,. �l1 - -___._ _ .- �-; w .__.,s� _�.� _.... ., __, � `'l� � ,,� i a. .,... , ��.C.,pc,Cn;�;.:0'1, S;Ond �!.!:... �, , • 5��:�.�. ' � .�ic'� • C.i;nirC:'C • ,. � �� ,. ... . ;�.'f I�L��;.�- � _ Ju1 27 2006 12: 33PM HP LASERJET 3330 �, 1 , f �� ' �� CTLITHaMPSaru J�nuary 16, 2006 � . Mayne B1cck Cnmpany � _- - ,._._......._, ... P.O. 8ox 9 75 . Qypsum� Color�da 81637 � Poat•!t°fax Nate 7s'r� 0es• � ,,�.�.9� � t�s �rom Atkentic�n; Mr. Gerry Meyne cp.rpo�x. co. Pfiono Phone* SubJect: Madlum Weieht 81ock '�� -� Qu�Uticatlon Tast Reautt� F�`# F�r Projact No.CT?3,422-4a5 , � , , Dsar Mr. Mayn�; . This tett�r pr�a�nts th�rasuit�of qualiflcatlon te�ts peNbrmed on siyc medlum welght block��ubrnittad ta our labaratory an January 3� 20q8, Test Includin� compressive �trength, absorptio�n, unit welght, and dimenalanal analyses wsre perbrrned In qeneral coniormana�wlth A►STM C 14p�97,��3�tandarr!Methods af Sampl/ng and Tsa�ing Concr�l�a M��onry Units", Compl�ts tegt re��uits are prasar�ted fr� Tabl� 1. Teat reauita lndlcate the rnedium wei�ht block�ubmitt�d canl'orm #o A3TM C QO-05 speclflcatlona �or medlum wel�ht btock fbr the.propertlas bvs�ad. If yau havo any qus�#lon� r�Qarding thls roport, plastse�feet fr�e tn aontaat us. Very truly yours, C�MMERCWL TESTING LABORATQRIES � � i�Q'� . . M�tthew A��eat 1Nat�r��l� L�b Sup�rvlsor MaBlmab` Enalosurea � REV[E�if ED�Y � , _ ; , �� COLOR�AGENCY ECTION 22 Upan Stre�t � Denver, Colorado 80223 )Telephone:343-8�5•0�77 F6�x:303-683-i669 Thl�1es!report taletAl OR{y t0 13te Iteme ieat�d�rid ehdll not be repraduoed,except fn 1UIl,without wrltten appra+re�l ot CTL Thompeon, Ir�. Ju1 ,27 �006 1�: 33PM HP LR5ERJET 333Q p, � . • • ;� R�POR7 OF PHYSICAL PROPERI`!�S OF CONGRETE�MA50NRY UNITS tN OEN�RAL CONFORMANC�WITMAS7M C 140•AND C 90 Cifant:Msyne 81ock Gypmum,Coiorado Report Uate:Januery 18,2p08 Dnts Submfilsd:January 5,240� product:Mayne medlum welght CMU T'�st Dato:J$nuary 3,200a ProJecf lVo.CT13.42Z-445 ASTM Un}t Sp�alT�cxtlnn: ASTM C 8b Medium Weight Nomin�l GMU t3ltnsnrion�; Width: 8.0 In. Hel�ht; B.0 f�. Lsn�th; 18.4 In. �tlMMARY REQUIRED AGY'tJAL CMU Oroas Ar�a Gpmpresslve Sirsngth.. �•� �zpp p$� CMU NetArYaa Comprasalve Stren�kh....,, Avera�qe: 1900 min 251A psl CMU Na#Aroe Comprosalve 5lranpth.,..., Indlvldu�f: 1700 min 2810 pal • N9lnlmum Faaaahesil Thickness................. � 1,25 min 1.26 ln. Mlnimum WebThloknaA�a...,....,...,.,.,..,,,,,,., 1,fl m!n 1.02 1n. �quivetent Web Thicknesa......................... 2.25 m�n 2.78 In, CMU Net Cros�Sectlonal Aroa�.................. '�"' 58,8 aq.in, CMU C3roaa Croaa 3aatlone►I Aro� �•�� j��,�} sq,��,, .................. CMU Peroent�ofid.,......,,........ ... "••• � d7.7 �Io CMU �quivslrnt7hlcknaa9 +a�� g eg �n ; Varisdon fYom Stenderd Dlmenalcns,,..,..,. Width; +/•0.125 Inch mex 0.01� ln. Hel�ht:+!-b.126 Inoh max' � -0.42b In. l.ength:�!•0.123 Iriah max' Q.D28 In, Absorptioh...................................................... . 15 mex 74,8 pcf Denei�y(L7ven Qry Condlllan) •"" 105.3 pci ..................... Maiature Content,(aa�alivared for t�sting), "'^• � 35.Q °k ai tatel abe�orptlon Shrinkape,A97M 428(�a teated),,,,,,,,,,,,,,,, 0,082 %•�ae Tebie 1 ' COMpRE8810N 7E87 R�UI.T3 ., �,,,, ..'3 � .. . •��:��; � �: ,�.. ; • ; ' i�;;, � . , 3#{�,�,�, � ,. .' <� . + �� ,,.. � � �� '�,'�.}.ist t � ��: �'�`, ; .�... �' � . . r 9 7.63 7.68 1°5.82 �28,47 68,77 131 d�Q �f 100 ' 2 310 , 2 7.54 7,94 15.61 2�.07 86,T7 953 OOp 1 BO 2�70Q 3 T.80 7.85 15.6 ?8,34 58.77 443 0 0 1,21Q 2 S2(S Avsra e 7,82 ,B5 1�.84 28.29 50,T7 9A2 3 3 9 00 .2 51� ' A960R�'1`!GN ANb DEN6ITY REffiUi.TS s yL3`�r, . 4 7,94 T.85 15.87 48.7 � 15,3 , !02,9 0.628F� �.�657,:� • I! T,59 7,80 1b.68 i2,S 11,5 106.� O.b2�i Q.2339 A 7.58 7,89 1 , 15.4 1,4.9 103. .5 46 Q.2847 Avpr o T.81 ,�4. 15.58 1�F.6 13,8 105.3 O,S237 0.2514 Stat��rtont:The�e semplee meet ASTM C@0 spevlflcstlons fo�1lghiweE�ht,loedbeatihd c�onarete m�sonry unitefar fhe prapertlem fp�led. ASTM staO�►s lhet block typs determinntlona dre ta he m�de besed an lhe molatvre content cf ih@ unit� ai the tlme of delWery lo tt�o Jaq att�. - CTL� Thompaon M�#srl�ts Engln+aers ��'��D� B� � . € M�ttt�ew A. Best � ' Materlals Lab Suparvls�or COLORACIO INSPECTION AuENGY MABlmab . Thle te�t rapprt rel�te�e anly to thQ iieme teetod and shail not be reproducsd,exoapt In lu11,wlthout wriN4n apprnval ot CTL Thompson FIRE-RESISTANCE-RATED CONSTRUCTION TABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p MINIMUM PINISHED THICKNESS FACE-TO-FACEb ITEM (inches) MATERIAL NUMBER CONSTRUCTION 4 hour 3 hour 2 hour 1 hour 1-11 Solid brick of cla or shale° 6 4.9 3.8 2.7 1-1.2 Hollow brick,not filled. 5.0 4.3 3.4 2.3 1-1.3 Hollow brick unit wall,grout or filled with perlite vermiculite or expanded shale 6.6 5.5 4.4 3.0 1.Brick of clay or a re ate. shale 4"nominal thick units at least 75 percent solid backed with a hat-shaped metal furring channel 3/4'thick formed from 0.021°sheet metal attached to the brick 1-2.1 wall on 24"centers with approved fasteners,and�/Z'Type X gypsum wallboard - - Sd - attached to the metal furring strips with 1"-long Type S screws spaced 8"on center. 2.Combination of 2-1.1 4"solid brick and 4"tile(at least 40 ercent solid). - 8 clay brick and load-bearing 2_1.2 4"solid brick and 8"tIle(at least 40 percent solid). 12 - - - hollow cla tile 3-I.If'g Ex anded sla or umice. 4.7 4.0 3.2 21 3.Concrete 3-1.2f'g Ex anded cla ,shale or slate. 5.1 4.4 3.6 2.6 masonry units 3-1.3f Limestone,cinders or air-cooled sla . 5.9 5.0 4.0 2.7 3-1.4f�g Calcareous or siliceous ravel. 6.2 5.3 4.2 2.8 Siliceous a re ate concrete. 7.0 6.2 5.0 3.5 Carbonate a re ate concrete. 6.6 5.7 4.6 3.2 4.Solid concrete��' 4-1.1 Sand-li htwei ht concrete. 5.4 4.6 3.8 2.7 Li htwei ht concrete. 5.1 4.4 3.6 2.5 One 2"unit cored 15 percent maximum and one 4"unit cared 25 percent 5-1.1 maximum with 3/4'mortar-filled collar joint.Unit positions reversed in alternate - 63�8 - - courses. One 2"unit cored 15 percent maximum and one 4"unit cored 40 percent 5-1.2 maximum with 3/4'mortar-filled collar joint.Unit positions side with 3/4"gypsum _ 63�4 _ _ plaster.Two wythes tied together every fourth course with No.22 gage corrugated metal ties. 5.Glazed or 5-1.3 One unit with three cells in wall thickness,cored 29 ercent maximum. - - 6 - unglazed facing tile, One 2"unit cored 22 percent maximum and one 4"unit cored 41 percent nonload-bearing 5-1.4 maximum with'/4'mortar-filled collar joint.Two wythes tied together every third - - 6 - course with 0.030"(No.22 alvanized sheet steel a e)corru ated metal ties. 5-1.5 One 4"unit cored 25 ercent maximum with 3/" sum laster on one side. - - 43/ - 5-1.6 One 4"unit wiCh two cells in wall thickness,cored 22 ercent maximum. - - - 4 5-1.7 One 4"unit cored 30 percent maximum with 3/4'vermiculite gypsum plaster on _ _ 4�� _ one side. '` 5-1.8 One 4"unit cored 39 percent maximom with 3/4'gypsum plaster on one side. - - - 4�/� (continued) I-1�,��'i� �E.1 �� C6LQRADO lNSPECTION AGE'�GY 2003 INTERNATIONAL BUILDING CODE� 115 FIRE-RESISTANCE-RATED CONSTRUCTION TQ = V„/LH= Equivalent thickness of concrete ma- fire-resistance rating of the masonry and finish deter- sonry unit(inch)(mm). mined from Table 721.3.2. where: 721.3.2.2 Finish on fire-exposed side.Where plaster or V„ = Net volume of masonry unit(inch3) (mm3). gypsum wallboard is applied to the fire-exposed side of the wall,the contribution of the finish to the total fire-re- L = Specified length of masonry unit(inch) (mm). sistance rating shall be determined as follows:The time H = Specified height of masonry unit(inch)(mm). assigned to the finish as established by Table 721.2.1.4(2) shall be added to the fire-resistance rating 721.3.1.2 Ungrouted or partially grouted construc- determined in Section 721.3.2 for the masonry alone,or tion. TQ shall be the value obtained for the concrete ma- in Section 721.3.2.1 for the masonry and finish on the sonry unit determined in accordance with ASTM C 140. nonfire-exposed side. 721.3.2.3 Nonsymmetrical assemblies.For a wall hav- 721.3.1.3 Solid grouted construction. The equivalent ing no finish on one side or liaving different types or thickness, Te,of solid grouted concrete masonry units is thicknesses of finish on each side,the calculation proce- the actual thickness of the unit. dures of this section shall be performed twice,assuming 721.3.1.4 Airspaces and cells filled with loose-fill ma- either side of the wall to be the fire-exposed side. The terial.The equivalent thickness of completely filled hol- fire-resistance rating of the wall shall not exceed the low concrete masonry is the actual thickness of the unit lower of the two values calculated. when loose-fill materials are: sand, pea gravel, crushed Exception: For exterior walls with more than 5 feet stone,or slag that meet ASTM C 33 requirements;pum- ice, scaria, expanded shale, expanded clay, expanded (1524 mm)of horizontal separation, the fire shall be assumed to occur on the in�:rior side only. slate, expanded slag, expanded fly ash, or cinders that comply with ASTM C 331; or perlite or vermiculite 721.3.2.4 Minimum concrete masonry fire-resistance meeting the requirements of A5TM C 549 and ASTM C rating.Where the finish applied to a concrete masonry 516,respectively. wall contributes to its fire-resistance rating,the masonry alone shall provide not less than one-half the total re- 721.3.2 Concrete masonry walls. The fire-resistance rat- quired fire-resistance rating. ing of walls and partitions constructed of concrete masonry units shall be determined from Table 721.3.2. The rating �21.3.2.5 Attachment of finishes. Installation of fin- shall be based on the equivalent thickness of the masonry ishes shall be as follows: and type of aggregate used. l. Gypsum wallboard and gypsum lath applied to 721.3.2.1 Finish on nonfire-exposed side.Where plas- concrete masonry or concrete walls shall be se- ter or gypsum wallboard is applied to the side of the wall cured to wood or steel furring members spaced not not exposed to fire,the contribution of the finish Co the to- more than 16 inches(406 mm)on center(o.c.). tal fire-resistance rating shall be determined as follows: 2• Gypsum wallboard shall be installed with the long The thickness of gypsum wallboard or plaster shall be dimension parallel to the furring members and corrected by multiplying the actual thickness of the fin- shall have all joints 6nislied. ish by applicable factor determined from Table 3. Other aspects of ' hes shall 721.2.1.4(1).This corrected thickness of finish shall be comply with the pplical��i��¢p�iap)�r,s added to the equivalent thickness of masonry and the 7 and 25. ____ L�� TJ i TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS(inches)OF BEARING OR NONBEARING CONCRETE MAS NRY;VI�A�LS��b�,d FIRE-RESISTANCE RATING(hours) TYPE OF AGGREGATE V2 3/y 1 1 Vy 1 VZ 13/4 2 2�/4 2VZ 23/4 3 Pumice or expanded slag 1.5 1.9 2.1 2.5 2.7 3.0 3.2 3.4 3.6 3.8 4��E �5 4.7 Expanded shale,clay or slate 1.8 2.2 2.6 2.9 33 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 4.9 5.1 Limestone,cinders or 1.9 2.3 2.7 3.1 3.4 3.7 4.0 4.3 4.5 4.8 5.0 5.2 5.5 5.7 5.9 unexpanded slag Calcareous or siliceous gravel 2.0 2.4 2.8 3.2 3.6 3.9 4.2 4.5 4.8 5.0 5.3 5.5 5.8 6.0 6.2 For SI: 1 inch=25.4 mm. a. Values between those shown in the table can be determined by direct intexpolation. b. Where combustible members are framed into the wall,the thickness of solid material between the end of each member and the opposite face of the wall,or be- tween members set in from opposite sides,shall not be less than 93 percent of the thickness shown in the table. c. Requirements of ASTM C 55,ASTM C 73 or ASTM C 90 shall apply. d. Minimum required equivalent thickness corresponding to the hourly fire-resistance rating for units with a combination of aggrega[e shall be determined by linear interpolation based on the percent by volume of each aggregate used in manufacture. 136 2003 INTERNATIONAL BUILDING CODE� TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A07-0041 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'B' Applied . . : 06/O1/2007 Parcel No...: 210108278002 Issued . . : 11/15/2007 Project No : > :;�(�G, --6G2 l Expires . .: OS/13/2008 r��. OWNER LODGE PROPERTIES INC 06/Ol/2007 PO BOX 7 VAIL CO 81658 APPLICANT ENCORE ELECTRIC 06/Ol/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-5 CONTRACTOR ENCORE ELECTRIC 06/Ol/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-S Desciption: ALARM SYSTEM FOR LODGE AT VAIL ADDITION AND RENOVATION Valuation: $85,318.00 ******r*�**+++r*****�****a*r****�****►a**********►+******«*********■ FEE S UMMARY *v*:r***v****+**�**►*+s►x��r+*+s*+a*��***++**��***��*��****s+ Electrical---------> $o.o o Total Calculated Fees--> $3,4 31.4 3 DRB Fee---------> $o.0 o Additional Fees----------> $0.0 0 Investigation----> $o.o o Total Permit Fee--------> $3,4 31.4 3 W il I Call---------> $o.o o Payments------------------> $3,4 31.4 3 TOTAL FEES--> $3,4 31.4 3 BALANCE DUE--------> $o.o 0 *r**��*****r*�****��****�+****r*****r�***t*s�*��*t*t*t��******t*►�*******�***�x�***********��************t+t**+*s***s*******t**r�*t�t*t*****t�►v Approvals: Item: 05600 FIRE DEPARTMENT 11/02/2007 mcgee Action: DN 1. Single action manual pull stations are � per TOV adopted codes and standards. 2 . Redundencey is not permitted for addressable device nomenclature. 3 . General notes Sheet FA 01. 1 are incomplete. 4 . Sheet FA 3 . 01 Detection in corridors is inaciequate per TOV adopted codes and s1 5 . Sheet FA 3 . 03 4 :M1-44 should be a thermal . 6 . Smoke detection was apparently left out of most corridors . 7 . The use ot some rooms is not disclosed anci no detection is shown. Match line a� include void space. 8 . Thermal detectors in wet areas should be weather proof. 9. Thermal detectors in steam rooms, sauna, and showers should be fixed temp. Resubmit. 11/13/2007 mcgee Action: AP Approved as revised 11 13 07 by BCER ��**#*#***k##*#ttk**►*4*#�**#*#�#*�**Y�#fM#*#*#*�##*#*#**#*#*#R#*#*W**#**#t*#*t��#*k#*��####**#4##*#i*��#**4*t##*#*#��4*#*#*4�###*4#4�4*4*4*�#4*4 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 TWENTY-FOUR HOURS IN AD E TEL O AT 479-2,J3�FROM 8:00 AM-5 PM. � / GNAT O R O � NTRACTOR FOR HIMSELF AND OWNER ********************************************************************************�*********** TOWN OF VAIL, COLORADO Statement ************++*++*************************************************************************** Statement Number: R070002521 Amount: $3,431.43 11/15/200710:45 AM Payment Method: Check Init: DDG Notation: Encore Electric 1837 ----------------------------------------------------------------------------- Permit No: A07-0041 Type: ALARM PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Total Fees: $3,431.43 This Payment: $3,431.43 Total ALL Pmts: $3,431.43 Balance: $0. 00 ********+*+********�********************************************************�*************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 3, 199.43 PF 00100003112300 PLAN CHECK FEES 232 .00 ----------------------------------------------------------------------------- TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A07-0095 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'B' Applied . . : 09/14/2007 Parcel No...: 210108278002 Issued . . . 09/19/2007 Project No : Expires . .: 03/17/2008 OWNER LODGE PROPERTIES INC 09/14/2007 PO BOX 7 VAIL CO 81658 APPLICANT ENCORE ELECTRIC 09/14/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-5 CONTRACTOR ENCORE ELECTRIC 09/14/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-5 Desciption: VAILS FRONT DOOR BUILDING 'B'WIRE AND PIPE ONLY Valuation: $36,992.00 ■*****+**�*********s*t*r+*��****t*****�*x********►*►r***r***+*rt**** FEE SUMMARY *********►***�********rr**►*►+**r**�***r**►as+s+**►****r*t*■ Electrical---------> $o.o o Total Calculated Fees--> $1,619.20 DRB Fee---------> $o.00 Additional Fees----------> $o.0 0 Investigation----> $o.o o Total Permit Fee--------> $1,619.z o W i I I Cal 1---------> $0.0 0 Payments------------------> $1,619.2 0 TOTAL FEES--> $1,619.2 o BALANCE DUE--------> $o.o 0 **************ta►*+***►**r**:r�***+*********�►s**+*****r►*#*+>��+*rs«**r+**a*.****+**�**r*�:*�+�***++r:kr+****�*******r*r»r+****►**+►***+�*s«.*+ Approvals: Item: 05600 FIRE DEPARTMENT 09/18/2007 McGee Action: AP A07-0095 "B" Blag have been approved as not are ready to be picked up. . Please note there are not any plans tor these two permits . Encore will need to pa� permit fee and pick up the permits. A07-0097 " tor Blcig D anci A07-0098 tor Bldg A are uncier review as plans have been submitted. »> "Marlin Linder" <Marlin.Linder@EncoreElect .com> 09/17/2007 8 : 03 PM »> From: Eric Bankert Sent: Monday, September 17, 2007 6 : 03 PM To: Marlin Linder Subject : VFD Wire Pulling Permits Mike, Good Evening: Below I have listed the applications we have submitted to obtain wire pulling permits "At Builders Risk" . Please note that each application was submitted with a base set of drawings, for review, per discussions with Mike Vaughan. 1 . Vail ' s Front Door Building A - Parking Garage Wire pulling application submitted to TOV on 13 Sept. with base set of drawings for review. 2 . Vail ' s Front Door Building B - Lodge at Vail Wire pulling application submitted to TOV on 13 Sept . Fire alarm application submitted previously (approximately 10 Sept) with full drawing sets, approved BCER stamp and approved engineers stamp. 3 . Vail ' s Front Door Building C - Ski Club Wire pulling application submitted to TOV on 13 Sept . Fire alarm application submitted previously (approximately 9 Aug) with full drawing sets, approved BCER stamp and approved engineers stamp. 4 . Vail ' s Front Door Building D - Skier Services Wire pulling application submitted to TOV on 13 Sept . with base set of drawings for review. 5 . One Vail Place Wire pulling application submitted to TOV on 13 Sept . with base set of drawings for review. Unforeseen delays with having drawing sets approved by our design and construction teams have necessitated the issuing of wire pulling permits to allow construction to continue and the schedule to be met. Encore and the Vail ' s Front Door construction team are aware that the wire pulling permits will be issued "At Builders Risk" . We are confident that the level of completion of the "Base Set" of drawings will minimize the risk assumed by the construction team. Thank You for your consideration in this matter, please let me know if there is any additional information that may be required. Marlin Linder Eric R Bankert Encore Electric, Inc. 970 .401 . 1400 Eric.Bankert@EncoreElect .com *..**�*.*.+:�*.*.*.*+*.***.*.�..**�..:.*.*.*.*.***.:**...*.*�*.:�«..�.*.*�*.**:*«�***.***.*«�*.**+*.*:*.*.**.�:*�..:�*�*..*.*.*.*.*.***..*�....** 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 zo ' g and subdivision codes, design review approved, International Building and Residential Codes and othe � nce f th own applicable,tk�'reto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR H RS IN ADVAN E BY T LEPHONE AT 4 -2135 FROM 5:00 AM-5 PM. SI F WNER OR CONTRACTOR FOR HIMSELF AND OWNER ***********************************************************************�*++**+************** TOWN OF VAIL, COLORADO Statement ***********++**++++++++******************************************************++*+*+********* Statement Number: R070001910 Amount: $1, 619.20 09/19/200702:26 PM Payment Method: Check Init: LT Notation: EncoreElectric / ck 1796 ----------------------------------------------------------------------------- Permit No: A07-0095 Type: ALARM PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Total Fees: $1,619.20 This Payment: $1,619.20 Total ALL Pmts: $1, 619.20 Balance: $0.00 +********************�*********************************************+*********++********+**** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 1, 387.20 PF 00100003112300 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A06-0075 � . �a�� Job Address: 200 VAIL RD VAIL Status . . . : ISSUED Location.....: LODGE TOWER IN VAIL Applied . . : 08/29/2006 Parcel No...: 210108281002 Issued . . . 08/30/2007 Project No : �2,�� b ?�� Expires . .: 06/19/2007 OWNER LODGE SOUTH CONDOMINIUM ASS008/29/2006 200 VAIL RD VAIL CO 81657 APPLICANT A.K. ELECTRIC 08/29/2006 Phone: 907-390-4975 PO BOX 6241 AVON CO 81620 License: 117-E CONTRACTOR SIMPLEXGRINNELL LP 09/07/2006 Phone: 303-355-0500 6240 SMITH ROAD DENVER CO 80216 License: 560-5 Desciption: ALARMS FOR LOBBY AND GARAGE AND WEST END OF ELEVATOR Valuation: $41,250.00 *+�*�****�**a�s+�:�s+*►****�*s*t**:rrv*****************�***+****�***** FEE SUMMARY �**�******r********+**�:**�►***r*******r**s►*****�*�►��***►* Electrical---------> $o.0 o Total Calculated Fees--> $1,��a.8 8 DRB Fee---------> $o.o o Additional Fees----------> $710.0 0 Investigation----> $0.0 o Total Permit Fee--------> $2,4 s 8.8 8 Will Call---------> $0.0 0 Payments------------------> $2,4 6 8.8 8 TOTAL FEES--> $1,��8.8 8 BALANCE DUE--------> $0.0 0 ***�*s*****��:�*�***+*�*t**+a►:*:*.**■**■.s**.s+s*+**.****+►+**+�***+*��*xt***►*��++��r***�*�**ta�*rs.+*s*:**:+�******►++�*��+wr**r■s***.�.�►+�+** Approvals: Item: 05600 FIRE DEPARTMENT 09/06/2006 McGee Action: DN A.K. Electric is not a registereci tire ala: contractor. 09/07/2006 McGee Action: DN 2nd permit application was not signed, usec names only, left off parcel number, and misc other required information. 09/15/2006 McGee Action: DN The tire alarm plans have been reviewed bu1 approved for due cause: l . The plans are on Simplex title block, showing they were drawn by AS, designed 1 approveci by IM. The cover sheet indicates the Engineer ot Record is Alber Enginee: fire alarm designer is Bill Brunner, who stamped the plans as a P.E. on 08/23/06 . Perry mathews, BFPE, is not shown as having reviewed the plans . Conclusion: No one is in direct charge ot the design or cievelopment. Colorado Rev: Statutes and related ethics regarding the practice ot engineering, have specitic : procedures and ethics . We are not able to determine who the responsible party in � 2 . The scope ot work does not retlect the requirement tor a smoke detector in the per ANSI requirements. 3 . The engineer' s stamp cannot be determined to be an original signature (vs copy signature) . 4 . General Notes on Sheet FA1. 01 indicates "All tield wiring will be pulled by thE and not SimplexGrinnell . " Simplex is the applicant for the permit. 5 . The General Notes direct the contractor to "consult NFPA 72, Article 5 or SimplexGrinnell" . . . "It the ceilings are anything other than tlat, smooth ceilings The Engineer ot Record should have made the proper determinations with recommendai changes during review. 6 . The plans are not submitted on retlected ceiling plans per TOV Rules, Regulatic Standards . 7 . The permit application packet is incomplete. None ot the required attachments � submitted. 8 . No equipment submittals were submitted. 9 . Redundant alpha/numeric descriptions are not permitted in zone descriptions . 10 . It appears A.K. Electric is attempting to install tire alarm wiring without p: contractor registration, permit, or approval. 11 . Sheet FA1 . 02 - Battery calc ' s do not show the minimum alarm activation time pE Rules, Regulations, and Standards . 12 . The notes on the submitted plans do not specity wire type, length and make grE assumptions and grant excessive latitude potentially resulting in errors and systE failure. 13 . Sheet FA2 . 01 Provide proot ot current U.L. listing tor the 2120 and 4100 FACP interface. 14 . Sheet FA3 . 01 Devices are not shown on point to point diagrams . 15 . Sheet FA3 . 02 Existing detectors are not shown in corridor. The existiting ins1 smoke detectors on the corridor ceilings appear to be obstructed. Resubmittal is required. An additional plan check fees has been assessed. 10/20/2006 McGee Action: AP I have reviewed the resubmittal plans subm: permit A06-0075 stamped 10/16/06 . The results of the review are as follows : 1 . The plans do not meet minimum submittal requirements as published in the Town c Alarm Standards . 2 . A manual pull station is required on the ground level, northwest exit, per pub. standards . 3 . The layout tor the thermal detectors in the garage is incomplete. There is no � logic on the placement or spacing. 4 . Smoke detectors cannot be installed inside dittussers (or within 2 teet ot a d: NFPA 72) as indicated in the plan. 5 . Smoke detetcors are shown installed in the same locations as structural column; 6 . The lounge is not adequately covered. 7 . Relocate the manual pull station at the main tront door to a suitable lcation J front desk. 8 . Elevator detetcors are not shown on the east elevator lobbies on tloors 1 throi 9 . Smoke detectors on the residential corridors on levels 1 through 7 were tound 1 installed between dropped ceiling panels such that an obstruction was apparent . T1 not retletc the existing ceiling contiguration nor was the issue addressed on the plans. 10 . There is questionable proximity ot a smoke detector to the toord prep are in t level lobby. 11 . Two smoke detectors are shown in a small room to the right ot the ottice (M1-� 12 . There does not appear to be any A/V devices in the garage. 13 . The tlow indicator must be installed directly above the FDC. Coordinate with � and specify the location. The aggregate condition ot the plans is inadequate tor approval . The submittal clE not meet NFPA 72 guidelines or Town of Vail standards. Revisions were made to several administrative issues discussed as result ot the 1< and subsequent meetings. It is upon special request ot the property owner and with extreem hesitation that the issuance of this permit with conditions . The plans shall be revised yet again, with correct device locations shown, the co: ot device, the correct spacing, and a logi or basis provided tor layout ot therma. garage. The dropped ceiling panels in the residental corridors must be addressed. Elevator lobbies must have smoke detection. The Town ot Vail has reason to believe the actual wire pull and device locations � installed by persons other than the applicant / contractor. The project may proceed with due caution. No variariation ot the applicable standards as adopted by the Town ot Vail will bE Additional plan review fees have been assessed. 11/09/2006 mcgee Action: AP No tamper switch is shown tor sprinkler he� elevator pit. A/V device is missing in garage at interconnect with Front Door. Device spacing in Lounge 007 is not clear. Detectors M1-83, M1-117, and M1-86 appf excessively close. Recommend considering use ot the "skylight rule" in NFPA 13 to: guidence. No detection is shown at the top of the stairs to the basement. Plans show detectors too close to air dittusers . Plan note addresses dittusers bu1 is not shown. Devices in Janitor Room O10 and Toilet 009 are not clear. Door heigth is not indi� Comply with notes on reviewletter from BFPE dated 11/Ol/06 . 12/12/2006 mcgee Action: AP Duct smokes and monitor modules tor tlow a� approved 12/11/06 . Simplex is to do the installation. 08/30/2007 mcgee Action: AP Smoke detection in smoke control shaft **.*....*.+*.+�*:�.+.+..s.::*...*s*.*.*►*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 th ns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordi nce of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN C 2135 1?ROM 8:00 AM-5 PM. T O OWNER R CONTRACTOR FOR HIMSELF AND OWNER ; **************+****************************************************+***********+*+********** TOWN OF VAIL, COLORADO Statement +*****************************************************************+*******************+***** Statement Number: R070001725 Amount: $168 .00 08/30/200712 :50 PM Payment Method: Check Init: LC �c.t�� Notation: #-148�/AK ELECTRIC ----------------------------------------------------------------------------- Permit No: A06-0075 Type: ALARM PERMIT Parcel No: 2101-082-8100-2 Site Address: 200 VAIL RD VAIL Location: LODGE TOWER IN VAIL Total Fees: $2,488 .88 This Payment: $168.00 Total ALL Pmts: $2,488 .88 Balance: $0. 00 ***********************************************************************+******************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 168.00 ----------------------------------------------------------------------------- u APPLICATION WILL NOTBE ACCEPTED1f INCOMPLETE OR UNSIGNED ,g�ti.oa�-- ' Buildin Permit#: �� .:, � �'�� REVtS�'ON TO TOWN OF VAIL P �Y��l�i�j�� Separate Permits are required forelectrical, plumbing, m a�t� ' ' �,1�� 75 S. Frontage Rd. ' '1' Vail, Colorado 81657 ` � :� I �� ***All Revision submittals must include the Field Set of approved plans. further'ins ection ,� wilF be preformed until the revisions are approved: �OUV� �� °�/�!� CONTRACTOR 1NFORMATION General Contractor: ' Town of Vail Reg. Na.: Contact and Phone#'s: - � , , � A ._._� � ATTENTI N: JOE�JR,CHARLIE,GREG,CHRIS Contractor Sig e: , � OMPLETE REVISIONS EVALUATIONS FOR BUILDFNG PERMIT Labor&Matecials REVISED AMOUNT: $ -� ELECTRICAL:$ OTHER: $ PLUMBING: $ -� MECHANICAL:$ REVISED TOTAL: $ For Parce!#Contact Ea 7e Coun' Assessors Office at 970-328-8640 or visit www.ea le-count .com � ` ., � �1� -- � � D� �- Job Name: �� 7 Job Address:�Q� � Legal Description Lot: Block: Filing: . Subdivision: Owners Name: Address Phone: Architect/Designer: Address: Phone: Engineer: Address Phone: REASON FOR REVISIONS: � o 'K� p � � \ G �� Work Class: New( ) Addition ( ; ) Remodel Repair( ) Demo ( ) Other( ) Work Type: Inte�ior Exterior O Both O Does an EHU exist at this location: Yes O No O Type of Bldg.: Single-family O Two-family( } Multi-family O Commercial� Restaurant O Other O No. of Existing Dwelling Units in this building: Na of Accommodation Units in this building: , No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ', No O Does a Fire Sprinkler System Exist: Yes No O �t*********'�*****************,��*********'``******FOR OFFICE USE ONLY ,y ''+�y>�, �/ a y��^cy;y, w3u^,�.� �.. u..� .. � � 'si.�. ,� .. +�y A..' i � ,+CF ;"��_: ��.'�a..�,.N.�.„��°�.�.,L::y.V,¢;,"h� ��b�".� .��.�us,.. "� �,}iitn i:�. .6��.„��... �i5's �..a�k .k x' k��j�, 2Y,p"lrt,.;. .3;P s'�� - r ��.�� . � �. �ri�Y�.��-�� .�'��fi�u��`.�v i�� at.s �s��e.� �`t�� y, �� '�.Q.�..�F��" . � .,� � 3a. �a�, �� ' �� a#� ..ra� 4 R�.v�. r a u :�L � "�.+� .. .v .v� Pararu t� . �� r� ': ac -�, ..� � 4[,.��;{�,r� .� �u ax ��.��sr.a s��C '"- x � a �ic } � � y� � �� '`��' '� ��g �`��&� �n�� ' � a�t'^,�,d�"",Ji�' .'kM* r, f'�N}.SiQ�r�i.�. ��.�.7��'f�a"+e a�..� `--a �r��t..��`t�g'�� .�; �4k„i.y �,.m '��a,'�'��"�'�`y�.., rptu:�`v�r& : �i�pse�a':✓i� �?r.;a",'i1^a,�',a7�,��'�.#.��,1�:...xY-�, -:�r . ..aC�6 ..L. �A,. e�..�. _h A.4» ..,Yt..�A.�,. �r.r mt �..-,.t a>...^.0.. ..Y, (v�„ .�� _.,��-,, i�Y� F:lcaev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E06-0144 -�U�, - �G � �1 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'B' Applied . . : 08/24/2006 Parcel No...: 210108278002 Issued . . . 10/31/2006 Project No : —��S-p t, - U G ��` Expires . .: 04/29/2007 OWNER LODGE PROPERTIES INC 08/24/2006 PO BOX 7 VAIL CO 81658 APPLICANT ENCORE ELECTRIC 08/24/2006 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E CONTR.ACTOR ENCORE ELECTRIC 08/24/2006 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E Desciption: ELECTRICAL FOR ADDITION AND RENOVATION OF SPA AND GUESTROOMS-LODGE AT VAIL. CONCRETE FOUNDATIONS AND STEEL CONSTRUCTION Valuation: 1,409,617.00 Square feet: 0 ******************************************************************* FEE SUMMARY ********************************�*************************** Electrical---------> $28,127.00 Total Calculated Fees--> $28,130.00 DRB Fee---------> $o.o o Additional Fees----------> $0.0 0 Investigation----> $0.00 TotalPermitFee--------> $28,130.00 W ill Call---------> $3.0 0 Payments------------------> $2 8,13 0.0 0 TOTAL FEES--> $28,130.00 BALANCE DUE--------> $0.00 ***************�*�****�*****************�*****�*�*********��*****�*****�**********�***�***************************************��************�*** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 08/28/2006 jec Action: AP Item: 05600 FIRE DEPARTMENT **#*#*#*###*##�#*###########�K**###*#*#######*#�k*#*�k#�k*#*�k#*####�k#########*###******�k#�k*##�k***########&*####*W*N:##*#*##########ffi###*#�k#**�c**##*### CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ***�*****�*********************�**************************************************************************�:**�********************************�** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. ��"\/V (l��r��l �;''��1 n 1 / \ _ *****�*****�*****�*****��*******��**************++*****************�********************** TOWN OF VAIL, COLORADO Statement ********�:***�*�x*******************************�*******+**�:�:******+*******************:x�x:x**** Statement Number: R060001847 Amount: $28,130.0010/31/200610:50 AM Payment Method: Check Init: DDG Notation: Encore 20331 ----------------------------------------------------------------------------- Permit No: E06-0144 Type: ELECTRICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Total Fees: $28,130.00 This Payment: $28, 130.00 Total ALL Pmts: $28,130.00 Balance: $0.00 *****:��**�*********�x********��+�*+*********************************�***********+***:x******** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 28, 127.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOi�1PLETE OR UNSI �� - �Q� Pr 'ect #: � o� Building Perrnit #: [�lr� - �C�\�-� „ �� Electrical Permit #: ( _ r, . �(� � 930-479-2149 (Inspecti�� V� T� �ow�v oF vA�, � TOWN OF VAIL ELECTRICAL PERMIT' APPLICAT'ION 75 S. Frontage Rd. Vail, Colorado 81657 CONTRi4CTOR INFORMATIOIV Electrical Contractor: Town of Vail Reg. No.: Contact and Phone #'s: ��-v`�� C. . `�� — C t�.�1►� L�r�1c�..�x E-Mail Address: �� `,.,,�, , � t� � �-�-Oc� �-�cc�. - nv� Contractor Signature: � � COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: � �p j��Q . ELECTRICAL VALUATION: $ 1 �{p� � �'j Contact Ea /e Coun Assessors Office at 970-3Z8-8640 or visit www,ea le-coun ,com for Parce/# Parcel # � j a � � � Job Name: �!()„� �'S ��Y1'�" ��'�'�- Job Address: �� u��'- �--��--�- �'�• � �� ,� <" Legal Description Lot: Block: Filing: Subdivision: Owners Name: L;�� r,� � - Address: P� �� ,..� Phone: �-Z � _ �o�� Engineer: QS �� AddZess: �� Phone: �o�_ �Z.� _6�� Detailed description of work: p��d�}-�U,t-1 C�� r��'1�j'1Cj;�(�'1 �� S�Q C-t� ��s��c�o r�s -- 1 oc:� � c�.�t- ��1 c c� r� �.;v�-�� -��r1c��-�-c c�� ind � � �� S. Work Class: New ( ) Addition (X) Remodef( ) Repair ( ) Temp Power( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both � Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldy.: Single-family( ) Duplex ( ) Multi-family ( ) Commercial� Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes� No ( ) Does a Fire Sprinkler System Exist: Yes� No ( ) xxk�:k*k�Yi::E*�c�F�F x:F�F�F�F�Ekk�F:k�F�F�F:FvFxxeFxkk�F:E9: kkxd:xxkzx>ekk**�:>ek�Fzxni:k�F�F�F:F�Y9:�Fk�Y�k�ck�cx � FOR OFFYCE USE ONLY ,/J C " Other Fees: Date Received: � �� DRB Fees: Acce ted B : ✓ v Planner Si n-off: \\Vail\datl\cdevAPORMS\PERMITS\E LEC PERM.DOC 07/26/2002 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F07-0018 �� '�d �� Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING 'B' Applied . . : 03/22/2007 Parcel No...: 210108278002 Issued . . . 07/18/2007 ProjectNo : ',;��..p4�� Expires . .: OWNER LODGE PROPERTIES INC 03/22/2007 PO BOX 7 VAIL CO 81658 APPLICANT FIRE PROTECTION INC 03/22/2007 Phone : 303-399-1366 4981 EAST 39TH STREET DENVER CO 80207 License: 176-5 CONTRACTOR FIRE PROTECTION INC 03/22/2007 Phone : 303-399-1366 4981 EAST 39TH STREET DENVER CO 80207 License: 176-5 Desciption: VAILS FRONT DOOR BLDG 'B'-INSTALL FIRE SPRINKLER SYSTEM Valuation: $88,114.00 **►*+*�*�*****�►�►�*�***�****�******�***r******��*********�*��+*+* FEE SUMMARY •*�******+a*+*****�a*�*****w*►**x*�*v****.«*�*+�*****�+**+** Mechanical---> $o.o o Restuarant Plan Review--> $o.o o Total Calculated Fees---> $4,0 94.8 5 Plan Check---> $3 5 0.o o DRB Fee---------------------> $o.o o Additional Fees-----------> $o.0 0 Investigation-> $0.0o TOTAL FEES--------------> $4,094.85 Total Permit Fee----------> $4,094.85 W ill Call-----> $0.0 0 Payments-------------------> $4,0 94.8 5 BALANCE DUE---------> $o.o 0 rta*�**.*��r*****��+�r*s�**«�«..r*.**s.+.�.+s**r.a�*►*:***s+*s*.+sr:+►rs+s*.�+r***+*.t:+�**�**��*�**ss�s***��*s**■*+aa+s.s**«:*:.*s.�*s+****ss.++ Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 07/09/2007 mcgee Action: AP 1 . Specify FDC 2 . Specify flow switch 3 . Specify test and drain valves. 4 . Caution with using ditterent heacls with dissimilar response charactoristics (3: 5 . Calc sheets show construction to be "noncombustible" . Correction can be made v: 6 . Plans show Bermad RPZ vs Wilkins. 7 . FP 2 ot 6 shows 3/4 inch pipe on what appear to be relocated heads. Pipe spec' ; 2" and less to be Bull Moose. Bull Moose does not make 3/4 inch pipe. It connecting to existing copper, provide diaelectric tittings . It replacing pipe discrepency. 8 . No sprinkler head is shown in Director' s Ottice . Plan does not indicate ceilin� above in this room. 9 . What may be the symbol tor an upright head in the elevator mechanical room is c scale. A head is required. 10 . See NFPA 13, 2002 ed, 8 . 6 . 5 . 1 .2 ret 4 inch beam depth. Heads (deflector) must from beam. 11 . Bath 233 on FP 5 of 6 measures greater than 54 sq ft . Install fire sprinkler. 12 . Heads in vestibule on FP 5 of 6 appear to be obstructed by beams . 13 . A note on sheet 6 ot 6 states the beams shown on the plan are not beams . Plan; required to be on reflected ceiling plans. Another note was specitically entered to make sure 42/40 provided accurate backgr� plans . Subsequently, approval or partial approval is subject to tield inspection. No assi assumed the plans accurately reflect the intent or design of the system. Corrections must be provided prior to first rough-in inspection. CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *##44*4*#+kM+F��F�***#**+F#**�4#****4##**4***4*R**t##�*M*#*###*4*#t#�t**#t#*#*###k#*#*V:#�*#*F#***##�k#*#*###+k##*###***t+�#�#+k#+k#*4*#M##**##*#*�#t**4+k* 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 thereta REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-� R HOU IN ADVAN Y TELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. ��'`\ t�� SIGNATU OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ***********************��**************************�*+************************************** TOWN OF VAIL, COLORADO Statement ****************************************+�++************************+*******************+*** Statement Number: R070001273 Amount: $4, 094.85 07/18/200709: 11 AM Payment Method: Check Init: DDG Notation: Fire Protection Inc. 32346 ----------------------------------------------------------------------------- Permit No: F07-0018 Type: SPRINKLER PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Total Fees: $4, 094 .85 This Payment: $4, 094. 85 Total ALL Pmts: $4, 094 .85 Balance: $0.00 **************+****�*****+********+********************************************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 3, 744 .85 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- � � . O�J 1 APPLICATION ILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project#: � Building Permit#: � <"�� Sprinkler Permit#: _ ; . TOWNOF�AIL � TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage Rd. must include the following. Permit application will,not be accepted Vail, Colorado 81657 without this information: ❑ A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min) stamp. ❑ Equipment cut sheets of materials. 0 Hydraulic calculations. ❑ A State of Colorado Plan Registration form. ❑ Plans must be submitted by a Registered Fire Protection Contractor. CONTRACTOR INFORMATION Fire Sprinkler Contrattor: Town of Vail Reg. No.: Contact and Phone #'s: r� -��m��:.rk �u�1' S�G'�' 3 l i` l:3�-G� r 1 i�..� ,�,.��C {U a.� �N� !/ � �� E-Mail Address: ;� i ; �.,�, ;, ' �,�1„s��, ,�,,;'� Contractor Signatur� � ' PE�R� I�� - � � COMPLETE VALUATI�� ,�:;�� `,�'s�;3�fi � Fire Sprinkler: , -� �j� % C� � � Cnntact Ea Ie Coun Assessors O�c • 70-328-8640 or visit www.ea l �, Parcel # � `��"�7 ---___...�. )ob Name: �i ' � Job Address:�� ` �` 1 �,� �! (�6 �1(t`.C� �� 1'� ' l .� Legat Description Lot: �.� Block:� � Filing: ��,tf-� Subdivision: �,// C�k Owners Name• � Address: Phone: L L�� ,� ��« �� CG,� rk D�� Engineer: Address: Phone: Detailed Location of work: (i.e., floor, unit#, bldg. #) �[ �e � �' G�. • � .� d/� 1 Detailed desc ption of work: � sv:::.w �!b2v � k�Z � s��-.vt 7"c a�, �/�Q � a�.��.�! ,�c%��s Work Class: New � Addition( ) Remodel Repair( ) Retro-fit( ) Other( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial� Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Does a Fire Alarm Exist: Yes No O Does a Fire Sprinkler System Exist: Yes � No(x) �*****�**�******�,�***,�,�,��*�*�*�****,�*FOR OFFICE USE ONLY�*****,�*******�*****�***�*,�**�*,��***� wOtH" ��' �� .��. � .,� �� Da��R,�e��ed.�� [� � M �� a � � _`��. ��4i� �,� ,�-��*,�CC�� "�' �,�� O /� ry� �ii n �� a i �V Q q,,.. '��.V�/ ' ia3'�f�� .v'..��,�, ..�' -'£ "�" .��,�k��-...:Y� � 2j ✓ . M�� F:\cdev\FORMS\PERMITS\Fire\sprinkler�erm_12-5-05.DOC 12/05/2005 `TQWN OF VAIL TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07-0108 '�6� -ob c 9 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-BUILDING'B' Applied . . : 06/22/2007 Parcel No...: 210108278002 Issued . . : 06/25/2007 Legal Description: —��_S� ,_ �0 2� Expires . .: 12/22/2007 Project No : OWNER LODGE PROPERTIES INC 06/22/2007 PO BOX 7 VAIL CO 81658 APPLICANT ROD HALL COMPANY 06/22/2007 Phone: 303-777-7700 DBA COLORADO COMFORT 255 WYANDOT STREET DENVER CO 80223 License: 150-M CONTRACTOR ROD HALL COMPANY 06/22/2007 Phone : 303-777-7700 DBA COLORADO COMFORT 255 WYANDOT STREET DENVER CO 80223 License: 150-M Desciption: VAIL'S FRONT DOOR BUILDING 'B'-tNSTALLATION OF 2 HEATILATOR GAS FIREPLACES Valuation: $6,000.00 Fireplace Information:Restricted: #of Gas Appliances: 0 !!of Gas Logs: 0 #of Wood Pellet: 0 ***t*+t**r�***+*�*****�**s****+*********�**►****t**r*��*********�*** FEE SUMMARY ***x**�*z�»**+*s+*��****�*a****s*�*+�*�***++++****+*a+a**#** Mechanical---> $12 0.o o Restuarant Plan Review--> $o.o o Total Calculated Fees---> $153.0 0 Plan Check---> $3 0.o o TOTAL FEES--------------> $i 53.o o Additional Fees-----------> $o.o 0 Imestigation-> $o.o o Total Permit Fee----------> $153.o 0 W ill Call-----> $3.o o Payments-------------------> $15 3.o 0 BALANCE DUE---------> $o.o 0 ■r*r+*rsr**r**�.�*+*►*�*****«*s�r.*.***■*:*:+.*:**s*****+****r:.�:*■*■*►*******►+++�**�►+*�+►*+«*+*****+rrrr+.sxrr+��+*«**�****�*****►*r*#■r.*►** Item: 05100 BUILDING DEPARTMENT 06/22/2007 js Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG. ) : COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG. ) : BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG. ) : ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC. . Cond: 31 (BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG. ) : PERMIT, PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004 . 6 . �*.+***.�.+�**.*.*.****,*.*.**.��*.*.*+.*►�*.*�*.�+**..s*�*«++�*.......�******��►*.***.***.**s.***��«.:*..:.**�+�*..*.*s*s*.*.*s*�.+*+�*�*.�.�,� DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable�ereto. ...---" REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS ADVANCE B�� AT 479- 9 O AT OU, F � FROM 8:00 AM-4 PM. �..�. _,,<- ' SIGeFd' RE OF ER OR C TRAC FOR HIMSELF AND OWNER � *********************************************************************************+********** TOWN OF VAIL, COLORADO Statement *****++*********+****************************************************************+********** Statement Number: R070001081 Amount: $153 . 00 06/25/200710:42 AM Payment Method: Check Init: DDG Notation: Colorado Comfort Products 1498 ----------------------------------------------------------------------------- Permit No: M07-0108 Type: MECHANICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-BUILDING 'B' Total Fees: $153 . 00 This Payment: $153 .00 Total ALL Pmts: $153 . 00 Balance: $0. 00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 120.00 PF 00100003112300 PLAN CHECK FEES 30.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- T � APPLICATION WILL N�T BE ACCEPTED IF INCOMPLETE OR UNSI ��_UQ�C� Project#: � Buiiding Permit #: -V' l � �t3 �f ?$ • ,,Z t�.�j" �c, Mechanicai Permit #s � . O! _�8 �� ' � � � Q� 970-479-2138 (Inspections) ?�WNOFYAIL lJ N F VA PERMIT P TION 75 5. Frontage.Rd. - Perm�t wili not be accepted w(thout the folfowing: Vai1, Colorado 81657 Provlde Mechanical Room Layout drawn to scale to include: ❑ Mechanical Rocm Dime�slons a Combustlun Air Duct Size and Location ❑ Combustion Air Duct Stze and Location o Fiue,Vent and Gas Line Slze and Loca#Eon o Heat L�ss Calcs. o EqulpmenE CutJSpec Sheets Contact Ea le Gbun A�se,�vrs Ol9Fiic�at 97p-328-8640 or v!s/t �"'� c �fcr Parce/# Parcel # (Required) ' Job Name: a � � � f lob ddress: � �. . Legal Descrfption Lot: Block: Filing: Subdivision: r N j� dress: �( K..�' Phone: Engineer: Address: Phone: � ro o . D�a�O��ion �of woD/t�.1•(W d 5�9.� �-:S' � 9� � �� Work Class: New Addition ( ) Alteratlon ( ) Repalr( ) Other ( ) Boller Locatlon: Inte�for( ) Exterlor( ) Other� ) Does an EHtJ exlst at this location; Yes( ) No ( ) Type of Bldg: Single-famlly-( ) Duplex( ) Multl-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this lauilding: No, of Accommodation Unil� in this building: No e of�ire ces Existi : Gas Ilances Gas L s Wood Pellet Wood Burnin No/Type of Flreplaces Proposed: Gas Appliances ) Gas Logs ( ) Wood/Petlet( ) Wood Burning(NO'T AILOWED) Is this a conversion from a woad burning fireplace to an EPA Pl�ase II device? Yes ( ) No COMPLETE VALUATIDN FOR MECHANICAL PERMIT(Labor� Materials) MECMANICAL: $ ��C�O � C� C� CONTRACTOR INFORMATION � Mechanica! Contractor: Town ofVail Reg. No.: Contact and Phone #'s: � Cv l.�D -�"Y1 3a3 • 7 7 7- ?�ov Contractor 5lgnatur . *�*��►�«,��*�*�a►��***�►�«��,��**,��**�FOR 4FFICE USE ONLY,��a*,� ,��,►�«,��,��,�� '*,��,�� Other F�e�: � Date eceiv�cl: ��;�� _�'. (1 ?�Q7 DitB Fees;. � acce t�d� � , Planner S n-a : . "ft�1NN �F VAiL � -�3 � � � Z 'd Xb� 13C?J3Sd� dH WdS� �Zi LOOZ OZ u�C TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M06-0220 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FORNT DOOR-BUILDING 'B' Applied . . : 08/18/2006 Parcel No...: 210108278002 Issued . . . 08/22/2006 Lega1 Description: Expires . .: 02/18/2007 Project No : . OWNER LODGE PROPERTIES INC 08/18/2006 PO BOX 7 VAIL CO 81658 APPLICANT HEATING & PLUMBING ENGINEERS08/18/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLOR.ADO 80204 License: 347-M CONTRACTOR HEATING & PLUMBING ENGINEERS08/18/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLORADO 80204 License: 347-M Desciption: MECHANICAL WORK FOR ADDITION TO INCLUDE NEW AIR HANDLER, 34 FAN COIL UNITS, 15 FANS, BOILERS, PUMPS, COOLING TOWER, PIPING AND DUCTWORK V aluation: 1,546,5 30.00 Fireplace Information: Restricted: #of Gas Appliances: 0 #of Gas Logs: 0 /t of Wood Pellet: 0 ***********************�***********************************�******** FEE SUMMARY ***********************************************�*****+****** Mechanical---> $30,940.oo Restuarant Plan Review--> $0.00 Total Calculated Fees---> $38,678.00 Plan Check---> $�,�35.oo TOTALFEES--------------> $38,678.oo Additional Fees-----------> $0.00 Investigation-> $0.00 Total Pernut Fee----------> $38,678.00 Will Call----> $3.00 Payments-------------------> $38,678.00 BALANCE DUE--------> $0.00 **�****************************�*********�***********�******�********************�******�*�****�:***************�********�************************ Item: 05100 BUILDING DEPARTMENT 08/18/2006 JS Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG. ) : COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG. ) : BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG. ) : ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC. . Cond: 31 (BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG. ) : PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004 .6. ***�**�********************************************************�***************�********************************+*****************************�** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. "-�� (�- �� SIGNA F OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF *******************************************�******�**�**************+*********************** TOWN OF VAIL, COLORADO Statement ********************************�x*********************************************************** Statement Number: R060001278 Amount: $15.50 08/22/200602:57 PM Payment Method: Check Init: DDG Notation: Blust 2603 ----------------------------------------------------------------------------- Permit No: M06-0220 Type: MECHANICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FORNT DOOR-BUILDING 'B' Total Fees: $38,678.00 This Payment: $15.50 Total ALL Pmts: $38,678.00 Balance: $0.00 ***************************�x*******�:***************************************�**************** ACCOLJNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 12.50 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- ***********************�******************�*�*****�*********�******************************* TOWN OF VAIL, COLORAI)O Statement ******************************************************************************************** Statement Number: R060001239 Amount: $38,662.5008/18/200608:04 AM Payment Method: Check Init: JS Notation: 94023/HEATING AND PLUMBING ENGINEERS ----------------------------------------------------------------------------- Permit No: M06-0220 Type: MECHANICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FORNT DOOR-BUILDING 'B� Total Fees: $38,678.00 This Payment: $38,662.50 Total ALL Pmts: $38,662.50 Balance: $15.50 *************************�*****************************************************+************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 30, 927.50 PF 00100003112300 PLAN CHECK FEES 7,735.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE��Q6 - �aZ..� TOV Project #: � 1 � ` � �� Building Permit #: t3o6-�001`� � (� Mechanical Permit #: -Z� '��.'V� ' 970-479-2149(Inspection TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail,Colorado 81657 Provide Mechanical Room Layout drawn to scale to include: ❑ Mechanical Room Dimensions ❑ Combustion Air Duct Size and Location ❑ Flue,Vent and Gas Line Size and Location ❑ Heat Loss Calcs. ❑ Equipment Cut/Spec Sheets CONTRACTOR INFORMATION Mechanical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: � 1�1k � c. �ncc�s. 3 —J'�'l .xR,+�r'e ,c3lus 7zo -Z�Y-Z�y? E-Mai Address: � �T,�,�� c�„ Fax#: �uj _ Z� —D c�� Contractor Signature: �� , `�Zo - L{�o -s3 2� COMPLETE VALUATION FOR MECHANICAL PERMIT Labor& Materials MECHANICAL: $ 1,5`-'C., S3t�' �: °��' '-'F"X1.ZS �38 �ZS� Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea /e-coun ,com for Parce/# Parcel # — Job Name: U�''�LS �-onT Dop�Q B��'IQi� a �ob Address: ��y Gd'"� C'�k �� c a'�✓R*'�- S�` t-6qcsfi^oa�•. A-aat+�• tJ L Go 8/65�7, Legal Description Lot: —� Block: — Filing: '" Subdivision: — Owners Name: v�,� �esc.�-ts Address: •�'� �C Phone: �tr� Go s�6ac 9�a-�7YS-z35'Z Engineer: �aS Address:/S3o !6 st Sk��Yoo Phone:�3�6Z3 _6�� Detailed description of work: �nl,�,�.�c.�-t, we�K �e •wo�f+o,N. rd ��4c4.cc �w ,+..,�ti,9ad�c�t 3 Y �+'M7 C�4 asnt�5. �S Fr�+v S. ,Bo�I ar s� P�c�+l°T � u o l�� takC�2 �i P�a� f- D�.`�„ver lt Work Class: New( ) Addition (X) Alteration ( ) Repair( ) Other( ) Boiler Location: Interior(X) Exterior( ) Other( ) Does an EHU exist at this location: Yes ( ) No (x) Type of Bldg: Single-family( ) Duplex( ) Multi-family( ) Commercial(�) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No T e of Fire laces Existin : Gas A liances Gas Lo s Wood Pellet Wood Burnin No/Type of Fireplaces Proposed: Gas Appliances( ) Gas Logs ( ) Wood/Pellet( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) ************************FOR OFFICE USE ONLY***************************** � Other Fees: Date Received: � �� Accepted By: F:\cdev\FORMS\Permits\Building\mechanical_permit_l 1-23-2005.DOC 11/23/2005 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P06-0077 PO(P- OD/9 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FORNT DOOR-BUILDING 'B' Applied . . : 08/O1/2006 Parcel No...: 210108278002 Issued . . . 08/03/2006 Legal Description: Expires . .: O1/30/2007 Project No : /�rf D�v—DO 1.q ! OWNER LODGE PROPERTIES INC 08/O1/2006 PO BOX 7 VAIL CO 81658 APPLICANT HEATING & PLUMBING ENGINEERS08/01/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLORADO 80204 License: 353-P CONTRACTOR HEATING & PLUMBING ENGINEERS08/O1/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLORADO 80204 License: 353-P Desciption: PLUMBING WORK FOR ADDITION TO INCLUDE 50 NEW FIXTURES, UNDERGROUND PLUMBING AND PIPE TO ALL FIXTURES, NEW WATER HEATERS Valuation: $361,176.00 Fireplace Information: Restricted: ?? N of Gas Appliances: ?? I�of Gas Logs: ?? �i of Wood Pallet: ?? ***�***************************************************************** FEE SUMMARY ***********�*********************************************�** Plumbing---> $5,430.0o RestuarantPlanReview--> $0.00 TotalCalculatedFees---> $6,790.50 Plan Check---> $1,3 5�.5 o TOTAL FEES--------------> $6,�9 0.5 o Additional Fees-----------> $o.o 0 Investigation-> $o.o o Total Pernut Fee----------> $6,�9 0.5 0 W ill Call-----> $3.0 0 Paymenis-------------------> $6,7 9 0.5 0 BALANCE DUE---------> $0.o0 ***�***�******�**************�*********************************************�************************************************�*******�**********�* Item: 05100 BUILDING DEPARTMENT 08/Ol/2006 JS Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ��******************************�********�***********************�**********************+******�**********************************�************** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE ROM 8: AM-4 PM. � �i�/�� **********�********************************************************************************* TOWN OF VAIL, COLORADO Statement ****************************************************************�x***�:****+�***************** Statement Number: R060001143 Amount: $1,373.50 08/03/200612:10 PM Payment Method: Check Init: LT Notation: HPE / ck 93866 ----------------------------------------------------------------------------- Permit No: P06-0077 Type: PLUMBING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FORNT DOOR-BUILDING 'B' Total Fees: $6,790.50 This Payment: $1,373.50 Total ALL Pmts: $6,790.50 Balance: $0.00 ******************�x************************************************************************* ACCOiJNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 1,357.50 PP 00100003111100 PLUMBING PERMIT FEES 13.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- ******�***********�************************************************************************+ TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060001131 Amount: $5,417.00 08/01/200604:51 PM Payment Method: Check Init: JS Notation: 93787/HEATING AND PLUMBING ENGINEERS ----------------------------------------------------------------------------- Permit No: P06-0077 Type: PLUMBING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FORNT DOOR-BUILDING 'B' Total Fees: $6,790.50 This Payment: $5,417.00 Total ALL Pmts: $5,417.00 Balance: $1,373.50 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PP 00100003111100 PLUMBING PERMIT FEES 5,417.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG�6�/J G��o•�3Z� Project #• " �-° Building Permit #: �l�, �� • �� Plumbing Permit #: � 7� ��QF��, � 970 479 2149 (Inspec ons) 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL PLUMBING PERMIT APPLICATION CONTRACTOR INFORMATION Plumbing Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: ' u�wb �ncc 3 s 3 -�' .SA�►�e. ttcs �zd-2�y- Z�Y?. E-Mail ddress: � �i�, ��,,,,�, Fax#: '�Zd - Z7 -� O �l!T Contractor Si nature: COMPLETE VALUATION FOR PLUMBING PERMIT (Labor& Materials) PLUMBING: $ 3�� . '� `�'(' � � �� ! 1 Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www.ea /e-coun ,com for Parce/# Parcel # .--. )ob Name: V�'�C3 �`''�"'f' '�� '� � Job Address: �7Y Ga�s,c G�K �i2. a7 V`ihL t �� /�rSi�. !l/h L Go S/6S'7. Legal Description Lot: '- Block: — Filing: -- Subdivision: Owners Name:V�t+�- �Q�t�t Address: .o. oX 9 � v Phone: p, pc�- Z35 Z Engineer: �5 Address: 53�6� � �+siiSr� Phone:�3�Z 3_6ZW Detailed description of work: �l�,,.wLf �/� �„�, ,�,p��t„� � � „c l�.�c�¢ 2�c.cc-d r S �tJ n+C w F,x�h.wr s� s.c.��..d P/4«b.�, �- ,�i� � �g'�c,�t�+.xf..�rg. ivt�,v �R lk��/'S Work Class: New( ) Addition (�() Alteration ( ) Repair( ) Other( ) Type of Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial(� Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: **,�*******�****�,��*,�*******�,�,�:�*,�*****FOR OFFICE USE ONLY**�***�*****�*,�**�****,�******,�,�****** Other Fees: Date Received: Acce ted B : � �..,_ � 37 � F:\cdev\FORMS\PERMITS\Building\plumbing_permit_11-23-2005.doc Page 1 of 1 11/23/2005 SUPPLY DIM SUPPLY DIM VERIFY �'�" �1.t.�=. - c �``j�`�=�t ��z:.,E�t �.__�_M_._�----__�. ------__Y. i � { �t EL: 8182—Sfr r �'..p` �. I.F 7_4 .�f C �.�.�. -r.o. con�c��T�,�.°�_._ � ao o � � �7 o e ______ _� __---__� - - -o E�: B 181-7� ,� �� ,� a N�._�. • 1 I 7 TREADS � 11 = 6-5 T.o. STEEL ..�' Q�`� '' ' • _�'o� --`� -� �� . o a ov e EL. $161--7�"' — g °°— __. T.O. STEEL � -^ 3�' � � ' wsxl5 '� SF3 SE 14 SE 14 o RE�' LAYOUT S�AB EDGE BRG PLATE � BRG PLATE � ' FOR PCMK �$X �� W�xl� J CIO-0] . s STAIR SEl � REF LAYOUT BRG PLATE FOR PCMK ��4.�I OIY � R�'F t_F�YE�J�� F�7f� F=CP9K � E '°' W> � WEDGE ANCNOR �ECT I 0�1 B REF E 9fS��C BOS4 3 ! i f A� I SEr� �E� �A _�3t�,�at� C.��.��, REF (4�SSK B049) i I W8x10 HANII�AIL I i (EL: 8181_71,� � (�-10 A.F.F3 I ! I 1 ! 1 1 i +1 E�: 8182-0 I ! � DOt�N TO EL: 817?-8 �'��'.�'��'�(��"�. ..F• � T.O. CONCRETE , a o�.° �� ' _ v�-' 1 { i '° �' . 1 I E�: 81�7-8 ,„„ ° o ' e ELc 5181-7� °o° e � 1 I EL: 8182-0 T.O. CONCRETE �.�.�' I ( T.O. �aTEEL T,O. CONCRETE EL: 817T-8 C} I I T.O. STEEL Q I 1 0 i i f SE7 SE3 ��'` $�2;`�.I.F. - ! t W�xIO HANDRAIL � WSx1Q i � `EL; �i� i-?�� 3 C2-10 A.F.F) �{ �`�� W8x15 W� 2-��qx8 WEDGE A�CHtIP. s l�a�:,�.��.,��.�,��„.��,��_.�.-�.,.�. :�:.��.�. � ' � REF LAYOL;T � �� ---- REFOR�P�CMK FOR PChfK ! �______---_ __-----_____.______ .�._.___._______._______.____—____-__._.__ � _ _-- � - 1 t SEi3 __ -- --_--__ �E14 1 i BRG PLATE F __ -------"`J� � H ____ Wi 5� WEDGEGANCHOR �G.�TI�IU � - - - �ECT I CIN � ��--�- ! t � _ ________ SE9 __ _ _ ___- � . . � � t ________ __-- W8x14 ---- �-� ^ �` ( I ___------��`-� ��r '�`~� _____--__----- _"_--- ---�_" SE13 SElI � REF (4/SSK B049sim3 -- � ____�------` ��-'�____ _ -----__"_ BRG PLATE W8x I5 �'�t�-rrr�t� �d�-� T I ___-- (EL. 8177-8) i t -----"'_ S�� ---��"` ~ �.. �4 BNT PL ,_�_ - ---"� `��~` ..—. - tFIELD CUT AS REQ'Il) SE16 SE7 �E SE8 SF2 SE 12 SF2 , �/.l.t=. irq HNT P�. SLAB �DGE ��: 8182-5� W8x1Q SF3 SE10 WBxI� SLAB EDGE COL.UMN �. os � -�- > e tF'IE�D Ck1T AS REQ`D� SLAB EI]GE W8x 15 C 16-QJ C2-0] - o a .. . .. ,o T.o. co�c��rE �.� . o > ' °°a - - •° ° �. ° ; 'o o �s EL: 8!£i2—S� (E�: 8181-7�) EE�: 818I-?t�l 4�' I , C1Q-0� (EL• 8181-? ) . . " ° ° .� _ �� o: •°a . • • _.__ __ , -� -� - , > a - "� aa ° � > ° ° , ° _ ___�_______________.e��_____�_..:___....._.._.._.._� __v_____. _.___--________�__,__-_---___------_.___..__ � o� o p _;_ ------______________________ - . , , . ' , . ,t:t. C RET� �a o� o . o o �7 ., , _ ,� T QNC '> 9 El.: S18i-7� • ,. ;a, "�' ° ° a o P o T.O. a�TEEL o o . : • ' '° °a• ° ; r o --� � •, . '° Q: - p . - a. V • �. � . • a . . . . .. . ..� . ..... .:.: ,.. '.. ..� .. .. . `� . . . , o, o � . � -nq o°A �� a �_.�_.___��—�_��..:_..__.��..._._....__..._...� .._,......._.._._��._....�..�__.._.._...._..��.�._.._....._...�'_... �_._._.___.�.___.��._`�__.._.__.__._�._.�.__�__�—._�._�_._�.�.��__� � . C . n . . a � a a�----�Yr � < £L: &iSt—?� ---��___.� ______.__------- T.O. STE£� � �' S7AIR B 1 C18 � �aDGE �. � wsX i o ` � � .� NOTES: i. E�EVATION NOTED THC1S {E�.: xx-xa (� � � REF �AYOtJT --, _ z. aEE SHEETS E443 8� E404 �"C1R DETASLS 8� �ECTION� � FOR PCMK ' 4 �, '�, ��V��WED BY __. 3. ALL �O�T� TQ BE ��g A3C5 T.C. BQLTS SE 13 � , 4. Cxx-x] IS APPRtIXIMATE LENGTFI T0 BE FIELTI . 3 EMBED BRG P�RTE CUT FRQM �v—a sTOC�c ��cr�s u I � J�J� � � �� 3 STD PIPE --, � � REF LAYt1UT ' NEW ANGI�ED CMU WALL �, , FOR PCMK E�: 817�-8 � SAFEbuilt Catarado T.O. Sl'EEL 2�v+c��-�tia �- SUPPLY DIM q �� ,.�SU�'PLY �IM ��,. � SZ�.-•�-•,os . VERIFY . W8xI5 � W8x 15 t THROUGH CMU WRL�.) ' � �i! a `ts�-� � 'a EL: 8177—Q � _________ �'�.._._f�!1.�. I 1 TREADS @ 11 = 6-5 ,�3"°� �/. �.�: REF LAYOUT REF" LAl`OUT -;-.p. 5TEEl. �� FOR PGMK FQR PCMK �ECT I IJN D � 4 REF {SiSSK 8053) __� '_______.____ � . 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W 0 R K� , I N C , c2— �� w��cE �►vcHO�� (6— �q THRLI BDLT) ��'�'�� '��4`��P��?J��',� LINCOLN4 NEB[2ASKA PHONE: t4D2) 476-7�49 ' �'AXc t40P} 476-927Q ��€,1��`��'��.�,��,��"i��r,s�� i . . . .. � . . . �''. �'.�`££C."3�L�t`I5 C#`:I�+�£)��d;a�`.��tC9T.�`{);F4'�;ts.�g�.�'�B.;$'9"�:$3�k��F3a�E.�*°sT7 Y � �� i �tJ� S 1..I tJ i_,F t\��tJ��Ll..L��j� !f '['1 tl : 1J �� .��,�� 51 V A I� �A N E . tr,'Ft3a�,t.��-�ca �t��a t:�'�ss�eea-r3��t°a�e��t�t�c��;§�k�.� t.°stCS�t s��r��ss s�taa r�r�-c� �€��at��uas��s��s �g ra,� ��,c,,;�ra� REV DATE DESCRIPTIDN ��.��-�.,�� =F�g�� ,� , ��f�� V A I L , ��l L Cl I�A D� 81 �5? � . . . . � � . . � � �4"f i2f3lE,lf,d z�3E C'fi'dF'�rdx$t:T7 AYdd3 L��-eS,f i('.E.i n°t TI#F,f€3t554aE; � . . . . . . . F'APl2FCrtTSh,v £`FCC9�'�S.S�'S fa,R'R� TEC�S's&€�t'z� �F Cs.�ya,!L.7CTt�?i; . �' . . . � . . . . . . .. . L'�QRiI#'t:�'d`#CD,"�'47F'ltfS�9CA4?�i:�YSTF3'�'E�A'T dP� nt�L�}7`x��t�'}�.�q.€SF",�: ,p(�� , � � � . lgtdCP$}I�'Sk'6i"a:=A��,'FI�,°s��f2Ftba�Rl�.f°e�'a�.2`s>ki S 5?a'�P.�.., � °, I��: ��'�� v� ��MD�IROE & NEWEI�.L ENGTNEER� INC ��,��. , ; ' o . � �� .�� S�P 20 2oa� ��"� N�r�E� ��sT�uc�r�a�, z�c. � . '�" ANDY LET�CH �'�. .�'�. AFEbuift Calar��o `� �� C� u� � o� r�ay �aa� 1�:i�:3o JUN/ 9/2008/MON 05; 16 PM N�CCOG FAX No, 9704681208 P. 001/001 � s,�¢�'°�,�, ', � , ,J,� �>•,�,�. , >'�'.:. .w:f 'S4 � ��k�%�.� �R�� i '�.ef o i . � � � � �0ll94'CI�{OF DV ht� SyS� # � . � � � � . .,s�sc�G' ..�rtif��.'��' ` ,r'� . f # � u � 9 � ,: ,.. ..I .:_,��4�� . � > 8 ,. o; ]. R. n�iragan Town of Vail Building Of�Cia� � � � FYom: � Steve Il�n, Elevator Inspector . . 970-46 -(�295 ext. 108 or etevat�r�nwc_c�oa.co.us D�te: �/�/08 � . . project Name� V I L FRONT D�QR E�.EVATOR B�6 80�019 ❑ Elevafior Plan e iew . `�'�Wr� Of V�1� �, Elevator TesE n Znspecdon � . ,.. `� " �� < � � � 4`��'�� C. ) . �. I ��_'zy CL .:1 . ir Location: 151 Va[r Lane, Vail, CQ. 81657 . � Perml� Number: NINCCOG 0�-018 . EEevator Type: Commercial Hydraulic P�ssenger Elevator ❑ The plans; have been reviewed and found tv conform ta all applicable ASME 17.1 and ZBC codes � . ,,�, � The rated sp��edi of the ovr�veyance me�ts ASME A17.1 r�quirements,speed in up --J direction 85 FPM, speed in down direction S� FpM ❑ lY�e ELEVATOR at the above loca�on was inspected and tested on G/9/2008 and a: �, � TEMPORARY Certificate; has been issued. I� �NAL Inspectiian Certi�icate; has been i�ued. � � N� certificate; is being issuecl. . � ' ❑ K.�R CONSTRUCTION USE�ONLY � I � Commen�s: � 1 . � .� �'� S�gnat+�re �" ' 'r'" , � . • -- 'N6lthWP�t 6 add C�UIICII Df C70VEtCN11et1�.S � ��aDf 2�08 * SilvetthoCne * 00 ♦ 80498 �•� 97d-46$•p295 ♦ Fax 970-4�8-1208.t www.nwc.cog.co.us � • , � • . I I l E06-0144: Entries for Item:190 - ELEC-Final 16:40 06/18/2013 Action Comments By Date Unique_ Ke AP APPROVED BY SAFE BUILT JRM 03/09/2009 A000123 464 Total Rows: 1 Page 1 M06-0220: Entries for Item:390 - MECH-Final 16:40 06/18/2013 Action Comments By Date Unique_ Ke AP mgsafe 01/20/2009 A000122 074 Total Rows: 1 Page 1 M07-0108: Entries for Item:390 - MECH-Final 16:40 06/18/2013 Action Comments By Date Unique_ Ke qp mgsafe 01/20/2009 A000122 076 Total Rows: 1 Page 1 P06-0077: Entries for Item:290 - PLMB-Final 16:41 06/18/2013 Action Comments By Date Unique_ Ke qp mgsafe 01/20/2009 A000122 075 Total Rows: 1 Page 1 B06-0019: Entries for Item:90 - BLDG-Final 16:40 06/18/2013 Action Comments By Date Unique_ Ke qp mgsafe 01/20/2009 A000122 067 Total Rows: 1 Page 1