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Home My WebLink AboutB06-0018 � : Community Development Department 75 South Frontage Road Vail, Colorado USA 81657 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Vail's Front Door 3 Stor,�ge/Tunnel /Loading Dock Address of project: 174 Gore Creek Drive V Owner name and address: Lodge Properties Inc 174 Gore Creek Dr Vail,Co IBC Edition: 2003 IBC Occupancy Group(s): S2 Type(s)of Construction: IA Permit Number(s): B06-0018 Occupant Load: ! Martin Haeberle, Chief Building Official Sprinkler System Y/N Type: Y 13 -��z z �� Date B06-0018: Entries for Item:90 - BLDG-Final 09:17 06/19/2013 Action Comments By Date Unique_ Ke AP mgsafe 02/06/2009 A000122 713 Total Rows: 1 , Page 1 �*********�*********************************************************+*********************** TOWN OF VAIL, COLORADOCopy Reprinted on 06-19-2013 at 09:17:34 06/19/2013 Statement ******************************************************�*****************************�******* Statement Number: R070001061 Amount: $731. 89 06/22/200711:24 AM Payment Method: Check Init: LT Notation: Vail Resorts / ck 380554 ----------------------------------------------------------------------------- Permit No: B07-0164 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-2302-9 2101-082-7800-2 2101-082-8100-3 Site Address: 174 GORE CREEK DR VAIL Location: VISTA BAHN OPERATOR SHELTER Total Fees: $731. 89 This Payment: $731. 89 Total ALL Pmts: $731.89 Balance: $0.00 ***********************************a******************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 441.75 PF 00100003112300 PLAN CHECK FEES 28� • 14 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- 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 # B07-0164 Project#: PRJ06-0028 Job Address: 174 GORE CREEK DR VAIL Status . . . : FINAL Location.....: VISTA BAHN OPERATOR SHELTER Applied . . : 06/OS/2007 Parcel No...: 210108223029 Issued . . : 06/22/2007 Expires . .: l 1/OS/2007 OWNER LODGE PROPERTIES INC 06/05/2007 PO BOX 7 VAIL CO 81658 CONTRACTOR DOPPELMAYR CTEC INC. 06/05/2007 Phone: (801) 973-7977 3160 W. 500 SOUTH � SALT LAKE CITY UTAH 84104 License: 346-A APPLICANT LODGE PROPERTIES INC 06/05/2007 PO BOX 7 VAIL � CO 81658 Desciption: CONSTRUCTION OF A NEW OPERATOR HOUSE FOR VISTA BAHN Occupancy Type Factor Sq Feet Valuation Totals . . . $30, 000 . 00* TOV Adjusted Valuation: $30,000.00 Revision Valuation: $0.00 Revised Total Valuation: $$30,000.00 **s�**�rr�***s*�***�****�+*+x►*rr**********►�*+*******r►*��***+**»** FEE SUMMARY ********�►�**t******s****+***+***+r�***►*►►x��►t**�****+**+� Building------> $441.75 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $731.89 Plan Check---> $287.19 Recreation Fee--------------> S0.00 Additional Fees-----------> S0.00 lnvestigation-> S 0.00 TOTAL FEES-------------> $7 31.8 9 Total Permit Fee----------> $7 31.8 9 W ill Call-----> S 3.0 0 Payments------------------> S 7 31.8 9 BALANCE DUE---------> S0.00 **�**r++****�*�«»+****a�x**�*t**********»�***►*****�**�***�*++*w*********�x*r*�*****r***s►***r*rs*+*+*�r**********�*t«*****++*►********+r*******+ Approvals: Item: 05100 BUILDING DEPARTMENT 06/12/2007 CDAVIS Action: AP Subject to field inspection Shallow frost-protected footing design is approved for use in this project per the IBC sec 1805 .2 . 1/Exception. This building has been determined to be a Importance Category I building Item: 05400 PLANNING DEPARTMENT 06/05/2007 GR Action: AP .**..*.*�«�....*...�..,...***�***.*.*.�...�*�»�*.,..�,�»*��*..*.�..**�..*.��.w++�*++....,:�,�*.*.�..�.�.�,:.».*,�,*..*.,�.�,�..,:+,:+...*.,:«,:+*.,.�.�, See Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFiCE FROM 8:00 AM -4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER i 1 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B07-Ol 64 as of 06-19-2013 Status: FINAL ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 06/OS/2007 Applicant: LODGE PROPERTIES INC Issued: 06/22/2007 To Expire: 11/OS/2007 Job Address: 174 GORE CREEK DR VAIL Location: VISTA BAHN OPERATOR SHELTER Parcel No: 210108223029 Description: CONSTRUCTION OF A NEW OPERATOR HOUSE FOR VISTA BAHN Conditions: Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS 1N WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 17 (BLDG.): A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE ANY STRUCTUAL CHANGES BEFORE A FR� INSPECTION IS APPROVED BY THE TOWN OF VAIL. Cond: 20 (BLDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED FOR OCCCUPANCY. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUN� ON COMBUSTIBLE FLOORING. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED Cond: 35 (P.W.): ACCESS AND DRAINAGE INSPECTIONS MUST BE DONE BEFORE FOOTING INSPECTION. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: 5 (PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FRAMING INSPECTION, AN IMPROVEME LOCATION CERTIFICATE(ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING FOOTPR SHALL BE 1NDICATED ON THE ILC. B07-0164: Entries for Item:90 - BLDG-Final 09:17 06/19/2013 Action Comments By Date Unique_ Ke NO CANCEL JRM 11/02/2007 A000107 236 AP JRM 11l05/2007 A000107 237 Total Rows:2 Page 1 E06-0125: Entries for Item:190 - ELEC-Final 09:18 06/19/2013 Action Comments By Date Unique_ Ke AP SHAHN 02/05/2009 A000122 676 AP mgsafe 02/06/2009 A000122 714 Total Rows: 2 i Page 1 E06-0189: Entries for Item:190 - ELEC-Final 09:18 06/19/2013 Action Comments By Date Unique_ Ke AP mgsafe 02/06/2009 A000122 715 Total Rows: 1 Page 1 E07-0289: Entries for Item:190 - ELEC-Final 09:18 06/19/2013 Action Comments By Date Unique_ Ke AP METER AND FINAL OK shahn 10/31/2007 A000107 --____ --� ----- -_ – -------- 018 — Total Rows: 1 Page 1 M06-0219: Entries for Item:390 - MECH-Final 09:18 06/19/2013 Action Comments By Date Unique_ Ke AP mgsafe 02/06/2009 A000122 716 Total Rows: 1 Page 1 P06-0076: Entries for Item:290 - PLMB-Final 09:19 06/19/2013 Action Comments By Date Unique_ Ke AP mgsafe 02/06/2009 A000122 717 Total Rows: 1 Page 1 ��wn o��'ei� . ��'� � � . � �� i Department of Community Deve%pment Building Safety and Inspection Seivices 75 South Frontage Road �ail, Co%rado 8165'7 970-479-2138 FAX 970-479-2452 www.vailgov,com TEMPORARY CERTIFICATE OF OCCUPANCY lst TCO 03/11/08 Seetion 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 occup�ied 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 # B06-0018 and known as Building A/Parking and Delivery, located at 250 Vail Lane Vail, Colorado, has been found to be in substantial conformance with the minimum requirements of the Town of Vail Building Code and the provisions of Section 110.3 of the 2003 International Building C (IB ) as ado the town, and is hereby authorized for use and occupancy on a temporary asis. ?J�ll f�� 08 Charles E. Davis Date Acknowled ent by � � ate Ch' � g Official, (print name) c� — own of ail, Colorado Owner or Repre� sentativ �� c nowledgement by ate (pr� � u✓ General Contractor ��, ��L.�� Areas approved for occupancy: Rooms: 103,104106,107,116, tunnel, loading dock, & Upper level parking 1 A Final Certificate of Occupancy is required to be obtained for Building Permit#B06-0018 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 B06-0018.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 # B06-0018 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 06/O1/2006 Legal Description: rY�3C��o-UG�%� Expires . .: 11/28/2006 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: 7,659,000.00 CONSTRUCTION OF A 3 STORY UNDERGROiJND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMNETS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation Totals. . . $27, 659, 000. 00* Fireplace Information: Restricted: Y #of Gas Appliances: 0 #of Gas Logs: 0 J/of Wood Pellet: 0 ****************************************************************�*** FEE SUMMARY **************************************�********************* Building------> 1oz,914.lo Restuarant Plan Review--> $0.00 Total Calculated Fees---> 205,831:20 Plan Check---> 102,914.10 Recreation Fee--------------> $0.0o Additional Fees-----------> $36.00 Investigation-> $0.00 TOTAL FEES-------------> 205,831.20 Total Permit Fee----------> 205,867.20 Will Call----> $3.00 Payments-------------------> 205,867.20 BALANCE DUE---------> $0.00 *******+*********************�************�*************************************�****************�*****************�******�***�****************** Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted for Grading, Excavatio: Shoring only. Other approvals required prior to approval of full building permit. approval required prior to issuance of partial permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON: Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval for ex� shoring and grading only. Addtional approvals required for building permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON: Item: 05600 FIRE DEPAR.TMENT 05/30/2006 mvaughan Action: PA partial approval for grading and excavatio: Requires fifty percent submittal in 30 days, 100 in sixty. 06/01/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON: Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved Item: 05550 ENGINEERING CIVILS ***********************************+**********************�*********�***�***********�*****************************�*�***************+*********�*� See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. -�-�... R� �, SIGNATURE OF OWNER OR CONTRACTOR O H SELF AND OWNEF PAGE 2 **�*��*�x****�*�:�x*��*��x��x�:**�:��*�:**�x****�:*�:***�x�***�:x**�**�x**�:**��:�x�:�x�:x��x**�*��*�:***�*�*��x�:�*��x�**��x**�x* CONDITIONS OF APPROVAL Permit# B06-0018 as of 06-01-2006 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: 06/O1/2006 303-825-1313 To Expire: 11/28/2006 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMNETS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. 02-07-07; 11 :28AM; VAIL ;9703281791 # 2/ 2 � -.; „� � tiw�. u.s+�' � . q "' ,. ..r . ' .'' �,,;, -�,.. � ,1� - � � APPLICATION WILL NDT BE ACCEPTED iF INCOMPLETE OR UNSI O �2 � Project#: � � �O� Buiidin Permit#: � � $ � . � �� TOWN OF VAIL BUILDING PERMIT APPL CA � I TION _.—. ��.... - .� Separate Permits are required for electrfcal� plumbing� mechanical� etc.l 75 S. Frontage Rd. Vail, Colo�ado 81657 � C�NTRACTOR INFORMATION Ge eral Contractor: , Tvwn of Vail Reg, No.: Contact Person and Phone#'s; Z p --,�4 1 v ,� � —�3C3 �mail address: �� „�„�M Fax#: C3d�� g'2S' ,� Ccntractor Slgnature: \ COMPLETE VALU S F UILDING PERMIT Labor&Materials BUILDING:$ f d ELECI''RICAL:$ S° - O'fHER:$ . PLUMBING:$ �' MECHANICAL:$ , - TOTAL:$ �7 For Parcel#Contact Ea /e Coun Assessors O�ce at 970-328-8640 or vlslt www.ea le-count .com 2,l �l O$mZ.��OO� Job Name; , ,� � �� •` Job Add�ess: . �fql�.,�l /Cj20N/ ►�COjZ .��f I.egal Des�riptlon Lot: ;� Block: Filing: Subdlvlsion; /�yy,� ��rf� Owners Name:U ►ZFSoR�5 Add�ess:�3 7 M • Phone:�io �3�',2 . ArchltecUDesigner: Address: �6Z) /S �,$`� �2, Lo Phone:(�j ,,2l2�Py � Engineer:�� j��y, �� Address•/�7! w'y+7it'ca� . EwN�it [o Phone: 623- � 7 Detailed description of work: 3 S�cZ✓ vNC�� I �� T 'R�r� �1.7' cG�t ��r, s �cc�lss �i�n►ru��,.G�i .�y� .��. {�,� 1�/1�i-7Gl2Y.' I�M r?G�JrirM �C � l� � TS� ��/4�U� ��4�i�S[r(��i:yl�'.� Work Class: New( Addltion( ) Remodel( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior O Both(�'� Does an EHU exlst at this bcatfon: .Yes O No O Type of Bldg.: Single-fiamlly( ) Two-femily( ) Multl-famlly( ) Cammerolal( Restaurent( ) Otl�ar( ) No.of Existing Dwelling Units in this building: No,of Accommodation Units in thls building: No/7 e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnln No/T e of Fire laces Pro osed:Gas A Ilances Gas Lo s Wood/Pellet Wood Burnln NOT ALL WED Does a Fire Alarm Exist: Yes( No( ) Does a Fire Sprinkler System Exist: Yes( No( ) . FOR OFFICE USE ONL 1Y EYof�Coristruction':}i�?!k±�'ti:iTiifi'i�'��": �,?W:i;p a'c�.r;yt.y;,�;..., .:�.:. O , . . �}. ;o_cc.�Panc�;G�..o'u,p:;�x�"�°::;: �,�;.;.:,��,�,,�.)';� ;,,,t :,�.A,,�,��.,,;.,.,. ,,,,..�.,:..,��.� FEB 0 7 20Q6 �,w.i�aVi4.4kn"'�it�?,��• �•AcceptedkBy....�'i;ib.,�,ni;'„T�3:i. .•+�;,:�`7.�'ty', �U o �-��2 . � � ' TOWN 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 NEW COMM BUILDING PERMIT Permit # B06-0018 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 07/14/2006 Legal Description: Expires . .: 11/28/2006 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: 7,659,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMNETS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STOR.AGE/LOW HAZ (S2) ZONE 3 IA 115.18 108, 815$12, 533,311.70 Totals. . . 108, 815$27, 659, 000.00* Fireplace Information: Restricted: Y 1l of Gas Appliances: 0 M of Gas Logs: 0 J/of Wood Pellet: 0 ***********�***********�******************************************** FEE SUMMARY **��*******************************�*****�****************** Building------> 102,914.10 Restuarant Plan Review--> $o.00 Total Calculated Fees---> 205,831.20 Plan Check---> 102,914.10 Recreation Fee--------------> $0.0o Additional Fees-----------> $36.00 Investigation-> $0.00 TOTAL FEES-------------> 205,531.20 Total Permit Fee----------> 205,867.20 W ill Call-----> $3.0 0 Payments-------------------> 2 0 5,8 6 7.2 0 BALANCE DUE---------> $o.00 **��*****��**********�******��************�********�**********�***********�***********�********************************************************** Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted for Grading, Excavation and Shoring only. Other approvals required prior to approval of full building permit. PW approval required prior to issuance of partial permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/il/2006 MROYER Action: AP Full building permit pending conditions and other department sign-offs. Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval for excavation, shoring and grading only. Addtional approvals required for building permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 07/14/2006 George Action: AP Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval for grading and excavation only. Requires fifty percent submittal in 30 days, 100 in sixty. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 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 TELEP 49 OR AT OUR OFFICE FROM 8:00 AM-4 PM. � \ SIGNAT RE OF OWNER TOR FOR HIMSELF AND OWNEF PAGE 2 **�:�**�x**�x*�:**�x***********�*�*�*****�*�x***�:**�:�x***��:��x�**�x�***�:�*�**�:*�*�*:x***�x��x��*�x*�:****�**�:��*�:*�*� CONDITIONS OF APPROVAL Permit# B06-0018 as of 07-14-2006 Status: ISSUED �:**��**�:*�**�:***�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: 07/14/2006 303-825-1313 To Expire: 11/28/2006 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMNETS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. �� BUILDING PE1�;MIT MANUAL BUILDING PERMIT: B06-0018 CONTRACTOR: HYDER CONSTRUCTION JOB NAME: VAILS FRONT DOOR .IOB ADDRESS: SITE/B UILDING `A' IMPORTANT DOCUMENTS ENCLOSED INSPECTION PHONE # 4 7 9-214 9 THIS BOOK MUST REMAIN ON JOB SITE AT ALL TIMES INSPECTION RECORD BUILDING DEPARTMENT Building Permit No. �� Q�, � TOWN OF VAIL THIS CARD MUST BE POSTED ON JOB SITE AT ALL TIMES Job Address V��I�S �(�� r Date Issued Nature of Work /Ue�✓ Cd�►M vc�'a�- � Use of Building W�,W�,C/'C �l-r Type of Construction Owner L-.O�L ��t� �h=�- Contractor � C�G� w'�3T ' INSPECTOR N1UST SICN A L SPACES PERTAINING TO THIS JOB • INSPECTION DATE INSPECTOR REQ Access (Public Works) Culvert & Drainage (Public Works) Above must be signed before any other inspections will occur. Temporary power Footings/Steel Foundation/Steel Weatherproofing Foundation ILC DO NOT place concrete until above has been signed. Electrical (Groundwork) Plumbing (Groundwork) Gas Piping (Groundwork) DO NOT place floor until above has been signed. Rough Electrical Rough Plumbing/D.W.V. Rough Plumbing/Water Rough Gas Piping Rough.Heating & Ventilation Rough Driveway Grading/Slope Rough Sprinkler Rough Alarm Wiring FRAMING ILC Above must be signed prior to framing inspection. Framing Insulation Sheet Rock Nail Exterior Stucco Wire Nailing DO NOT cover work until above has been signed. Final Electric Finai Plumbing Finai Mechanical Public Works TCO Approval Pianning Dept TCO Approval Fire Dept TCO Approyal Building Dept TCO Approval Public Works Final C/O Approval Planning Dept Final C/O Approval Fire Dept Final C/O Approval Final Certificate of Occupancy COMMENTS REQUEST FOR TEMPORARY CERTIFICATE OF OCCUPANCY OR FINAL CERTIFICATE OF OCCUPANCY MUST BE DONE IN PERSON. RETURN THIS BOOK TO THE COMMUNITY . DEVELOPMENT DEPARTMENT TO REQUEST TCO OR FINAL C/O INSPECTION $40.00 REPLACEMENT CHARGE FOR A LOST INSPECTION CARD. FOR INSPECTIONS CALL 479-2149-24 HOURS IN ADVANCE - MONDLIY THROUGH FRIDAY FOR FIRE DEPT. INSPECTIONS CALL 479-2252 48 HRS IN ADVANCE MONDAY-FRIDAY *HIGHLIGFIED ITEMS REQUIRE INSPECTIONS* � u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI O .�2 � Project#: � Building Permit# ; a • oo �� m i . � ��''�' y TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION Ge erai Contractor: Town of Vail Reg. No.: Contact Person and Phone#'s: 2 4 -!4 � v fk�m so� C� $?.S�1313 Email address: ��h, �O +yu„�� Fax#: C3o�� g25' 3oZaZ Contractor Signature: � COMPLETE VALU S F UILDING PERMIT Labor 8� Materiais BUILDING: $ °�' '' 1�U ELECTRICAL: $ ��s�� OTHER: $ �� PLUMBING: $ �' MECHANICAL: $ � � , � TOTAL: $ �,7 ; ��' " i For Parcel# Contact Ea le Coun Assessors O�ce at 970-328-8640 or visit www.ea le-count .com �� ,� n i � ��.��,Z Job Name: , ..� � J�� f Job Address: ��42�.,S FzDn�/ I�bOfZ S�� /7 Legal Description Lot: � Block: Filing: Subdivision: �LL4 (,,��z��/� Owners Name:U,�y ��SoRt 5 �� Address:�37 �3E /j'1 �- • Phone:CY?� -13�� ► c.�s►.oaw�,vr Architect/Designer: Address: �621 /S Si Ucir�e2, Go Phone:�3c?3 ,2�2�'33P3( O c7 Engineer:�� /i��,vE1�. �i�, Address:��/ GJyNA'ao1� • � �w`�'��Z Co Phone: 673- ;?7 Detailed description of work: � ��0,2-t-' �Nt�,�_c:c;��J ��`�', S�� T�� -'�`-y� �-'-��`�-�'"`' �" -� ` ��r*"�«hs ic;�rvnfr�L-�r�.>� �U 1'l,�-c"�- ,4.t,�. s��i1'c�cc�2r ��ar��U,�'�rr�.c�3 ��A�.,� 1.s4r��Scr��-�F Work Class: New(r�} 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(�estaurant( ) 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 ALL WED Does a Fire Alarm Exist: Yes(r No ( ) Does a Fire Sprinkler System Exist: Yes ( No( ) FOR OFFICE USE ONLY T e a#Construction: '�d� D Oacupancy„�roup , ,_ � Accepted'��By: �Eg Q"� ��6 �V � V✓��rV�1. ' 1�� F:\cdev\FORMS\PERMITS\Building\building_permit_1i-23-2005.DOC Page 1 of 14 11/23/2005 ****************�***********�******************************************************�******** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060000715 Amount: $138,973 .03 05/31/200609:06 AM Payment Method: Check Init: JS Notation: 53504/HYDER CONST ----------------------------------------------------------------------------- Permit No: B06-0018 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 205,867.20 This Payment: $138,973.03 Total ALL Pmts: 205,867.20 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 102,950.10 PF 00100003112300 PLAN CHECK FEES 36,019.93 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- RECEIPT–The Town of Vail .,�� .� ',, �� . 5'�'.�_4� �� DATE �� v"`� .20 ^�1� a�� ,...._ �..w,� i i .� � '. f �,,v�y t�>d � � � .�1,�/� � , � RECEIVED FROM � � , � ADDRF_SS `� , � ...-- � � , ,, ,� � �� a. ^ � L'V')_::., � %�.i�•'I i";('.% DOLLARS$��--'��JI i� .� ..y�, , � i , � i � � � � ; Police Receipt Numbers � � Pernvt Numbers %r�-t1 � � I� '- �. B %`Y ��111Y'.._-_��.1//�VI�.J�I.�j � � HOW PAID—Cash Clleck�"�` '-' :.��' y �,_,. ...._.._..___W_____�...._..__.._.._..___________.�__....__._�W.-_______..___________�_—__________,_ ,li ; r RECEIPT–Tl�e Town of Vail � �� e��.'�� ' DATE ►�',�,..�fl �n�.r.vt��}�_,20_��— �„�.... ,,.,. • ', �� T 1�_ � �.�'i:� --d � a�,j�) -�� -1�-�� i � RECEIVED FROM �♦ - / , �� ADDRESS �r- - � � � � . '� `' ', - %.,��-Y"'". � ,.� a�� ; ,DOLLARS$�r�')k�. ! , t , � _ � � � , i �� Poliee Receipt NumberS , Pernut Numbers -•'� HOW PAID —Cash Chec �-' �-� � ;� By f:.��"��`.....�`' t,,�,� �ir�r � — � _ r **�*�**********�**************�************�********+******+******�***+********�***�****�**� TOWN OF VAIL, COLORADO Statement **********************************************************************a�**+***************�** Statement Number: R060000116 Amount: $38, 089.4702/10/200611:51 AM Payment Method: Check Init: JS Notation: 294235/VAIL RESORTS-DAN FEENEY ----------------------------------------------------------------------------- Permit No: B06-0018 Type: NEW CONIl�1 BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 169,811.27 This Payment: $38,089.47 Total ALL Pmts: $38,089.47 Balance: 131,721.80 ��**�*****+******************************************************��x*****��****�*�*******�x*� ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 38, 089.47 ----------------------------------------------------------------------------- �**********************************�******************************************************** TOWN OF VAIL, COLORADO Statement *:x**************************************************************��************************** Statement Number: R060000140 Amount: $28,804.7002/16/200611:13 AM Payment Method: Check Init: JS Notation: 52915/HYDER CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B06-0018 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 169,811.27 This Payment: $28,804.70 Total ALL Pmts: $66,894.17 Balance: 102,917.10 ********�x+********************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 28,804.70 ----------------------------------------------------------------------------- VAIL'S FRONT DOOR Vail,Colorado ---. 4240 Project No.20693.08 �� 6 � � PROJECT DIRECTORY OWNERS Owner/Developer Vail Resorts Development Company Jack D.Hunn FED-EX: Vice President—Development 137 Benchmark Road Dan Feeney* Avon,CO 81620 Senior Project Manager—Construction MAIL: Chris Walker P.O.Box 959 Assistant to J.D:Hunn Avon,CO 81620-0959 (970)845-2535 (970)845-2355 Direct/JDH (970)845-2555 Fax/JDH (970)376-0178 Cell/JDH (970)845-2352 Direct/DF (970)845-2358 Fax/DF (970)390-6493 CeIU DF (970) 845-2359 Direct/CW j ackh@vailresorts.c om dfeeney@vailresorts.com chrisw@vailresorts.com ARCHITECTS Design Architect& Hart Howerton John Burkholder Landscape Architect 0140 Ida Belle Drive Principal Silver Mill Building, Suite F3 Mary Hart* Keystone,CO 80435 Associate(Landscape) MAIL: P.O.Box 38(K61) Keystone,CO 80435 (970)496-4552 Office (970)496-4473 Fax (970)389-3583/MH jburkholder@harthowerton.com mhart@harthowerton.com Dennis Anderson Associates,Inc. Dennis Anderson FED-EX: Landscape Architect 98 Aspen Glen Cart Edwards,CO 81632 Mail: P.O.Box 1387 Edwards,CO 81632 (970)926-7200 Office (970)926-7201 Fax (970)390-3745 Cell daai@comcast.net *-Main Contact Page 1 Last Revised: 9/26/OS M:\Vail Front Door\Documents\Project Directo�y\Vail Front Door Directory-CURRENT.doc VAIL'S FRONT DOOR Vail,Colorado 4240 Project No.20693.08 Architect of Record 4240 Architecture,Inc. Robert E.Fitzgerald 1621 18th Street,Suite 200 Principal-in-Charge Denver,CO 80202 Randall L.Hart* (303)292-3388 Office Project Manager (303)292-3113 Fax Pax Chagnon rfitzgerald@4240arch.com Project Coordinator(The Residences) rhart@4240arch.com Dan Reeves pchagnon@4240arch.com Project Coordinator(Lodge at Vail) dreeves@4240arch.com Jason Ringdahl jringdahl@4240arch.com Project Coordirrator(Ski Club&Skier Services) Associate Architect- Glover Smith Bode,Inc. Larry Schwab* Building A 1140 N.W. 63rd Street,Suite 500 Project Manager Oklahoma City,OK 73116 (405)848-9549 Office (405)848-9783 Fax lschwab@gsb-inc.com OWNER'S CONSULTANTS Civil Engineer Aipine Engineering Glenn Palmer* FED-EX: Project Manager 34510 Highway 6,Unit A-9 Bob Herbst Edwards Business Center Project Engineer Edwards,CO 81632 MAIL: P.O.Box 97 Edwards,CO 81632 (970)926-3373 Office (970)926-3390 Fax (970)376-2734 Cell/GP (970)376-2095 Cell/BH paimer@alpinecivil.com herbst@alpinecivil.com Entitlement BAIBraun Associates,Inc. Tom Braun* FED-EX: President 225 Main Street,Suite G2 Edwards,CO 81632 MAIL: P.O.Box 2658 Edwards,CO 81632 (970)926-7575 Office (970)926-7576 Fax (970)376-3316 Cell tom@braunassociates.com Interior Slifer Designs,Inc. Sarah Carr* DesiLner/Guestrooms,Ski 216 Main Street,Suite C-100 ProjectManager Club&Residences P.O.Box 299 Edwards,CO 81632 (970)926-8200 Office (970)569-3221 Fax sarahc@sliferdesigns.com *-Main Contact Page 2 Last Revised: 9/26/OS M:\Vail Front DoorlDocumen[s�Project Directory\Vail Front Door Directory-CURRENT.doc VAIL'S FRONT DOOR Vail,Colorado 4240 Project No.20693.08 Leeal Otten,Johnson,Robinson,Neff&Ragonetti Bob Fisher* 950 Seventeenth Street, Suite 1600 Real Estate Law Denver,CO 80202 (303)825-8400 Office (303)825-6525 Fax fish@ojrnr.com Parkin�and Loadin� Watry Design,Inc. David(Dave)LoCoco* 1700 Seaport Blvd.,Suite 210 Principal Redwood City,CA 94063 Matthew(Mat�)Sites (650)298-8150 Office Parking Planner (650)298-8151 Fax dlococo@watrydesign.com msites@watrydesign.com Skier Services—Onerations SE Group Tom Allender* FED-EX: Senior Associate Mountain View Center II 610 Main Street Frisco,CO 80443 MAIL: PO Box 2729 Frisco,CO 80443 (970)668-3398 Office (970)668-5798 Fax (970)390-7809 Cell allender@segrp.com Skier Services—Joint- Gart Sports Tom Gart* Venture Partners 233 Milwaukee Street Denver,CO 80206 (303 333-1933 (303)270-0383 Fax SSV/Specialty Sport Venture,LLC Kat Jobanputra* 233 Milwaukee Street Executive Vice President&COO Denver,CO 80206 (303)270-0333 (303)270-0383 Fax katj@ssnmail.com Skier Services—Retail Trapp Associates 1980 8�'Street,Suite B Boulder,CO 80302 (303)415-0036 Office (303)415-0039 Fax Soils Testing Koechlein Consulting Engineers William(Bill)Koechlein* 12364 West Alameda Parkway,Suite 115 Principal Lakewood,CO 80226 Scott Myers (303)989-1223 Office Senior Engineer (303)989-0204 Fax wkoechlein@kce-denver.com smyers@kce-denver.com •-Main Contact Page 3 Last Revised: 9/26/OS - M:\Vail Front Door\Documrn[s�Project Directory\Vait Front Door Diroctory-CURRENT.doc VAIL'S FRONT DOOR Vail,Colorado 4240 Project No.20693.08 Survev Peak Land Consultants Inc. Brent Biggs* 1000 Lions Ridge Loop Principal Vail,CO 81657 Mark Luna (970)476-8644 Office Project Engineer (970)476-8616 Fax brent@peakland.net luna@peakland.net Traffic Kimley-Horn&Associates Inc. Curtis Rowe* 950 17`�Street,Suite 1050 Denver,CO 80202 (303)228-2300 Office (303)446-8678 Fax curtis.rowe@kiniley-horn.com 42�40 ARCHITECTURE CONSULTANTS Acoustical Sonics,ESD Jim Barath* 130'/z Dunecrest Avenue President Monterey,CA 93940 (831)646-9711 Office (831)646-9780 Fax (303)941-3602 Cell jbarath@msn.com jimbarath@comcast.net(for large files) Code,Fire Alarm&Fire Rolf Jensen&Associates,Inc. Steve Rondinelli* Protection 5460 South Quebec Street, Suite 370 Project Engineer Greenwood Village,CO 80111 (303)573-7848 Office � (303)573-7843 Fax (303)598-3851 Cell srondine lli@rj agroup.c om Dewatering Jehn Engineering Matt Emmens* 5855 Wadsworth Bypass Project Engineer Building A, Suite 100 Arvada,CO 80003 (303)423-6036 Office (303)467-9438 Fax memmens@j ehnengineering.com Food Service&Laundrv Ricca Newmark Design A1 Moller* 6857 South Spruce Street Kitchen &Laundry Centennial,CO 80112 Ralph Torres (303)221-0500 Office Project Assistant (303)221-0600 Fax amoller@ricc anewmark.c om rtorres@riccanewmark.com *-Main Contact Page 4 Last Revised: 9/26/OS � M:\Vail Front Door\Documen[s\Project DirectoryNail Front Door Directory-CURREN7'.doc VAIL'S FRONT DOOR ' Vail,Colorado 4240 Project No.20693.08 Hardware Ingersoll-Rand Company Kevin Crook* IR Security&Safety Consultants Hardware Consultant 7517 Quay Street Arvada,CO 80003 (303)456-1201 Office (303)423-1812 Fax (720)480-9538 Cell kevin crook@irco.com Hvdrogeolo�ist Jehn Water Consultants,Inc. Jim Jehn* - 1565 Gilpin Street President Denver,CO 80218 Gina Burke (303)321-8335 Office SeniorProject Manager (303)321-8346 Fax jjehn@jehnwater.com gburke @j ehnwater.com Interior Designer-Spa& 4240 Architecture,Inc. Andrea Wood Skier Services 1621 18th Street,Suite 200 Interiors Director Denver,CO 80202 Pom Korkiat (303)292-3388 Office Project Coordinator (303)292-3113 Fax Travis Terry awood@420arch.com Project Designer pkorkiat@4240arch.com Cathy Smiley tterry@4240arch.com Project Assistant csmiley@4240arch.com MEPFP Engineer ABS Consultants Marc Able 1530 16�'Street, Suite 400 Principal(Mechanical) Denver,CO 80202 Jay Watson * (303)623-6200 Office Project Manager(Mechanical) (303)623-8435 Fax Ed Hornfeck (303)725-7909 Cell/MA Project Engineer(Mechanical) mable@absconsultants.com Tom Torzewski* jwatson@absconsultants.com Project Manager(Electrical) ehomfeck@absconsultants.com Dan Kozisek ttorzewski@absconsultants.com Project Engineer(Power) dkozisek@absconsultants.com Mike Rogers mrogers@absconsultants.com Project Engineer(Lightin� avaldez@absconsultants.com Alex Valdez* Project Manager(Plumbin� ' Roo�ne Udall Architects,Inc. Gary Udall Mailing Address: President P.O.Box 475 Lafayette,CO 80026 FED-EX: 8022 Fo�idge Court Boulder,CO 80301 (303)604-9199 Office (303)666-4751 Fax (303)918-8636 Cell garyudall@comcast.net *-Main Contact Page 5 Last Revised: 9l26/OS - M�\Vaii Front Door\Documents\Project Directory\Vail Front Door Directory-CURAENT.doc ' VAIL'S FRONT DOOR � Vail,Colorado 4240 Project No.20693.08 Structural En�ineer Monroe&Newell Engineers Peter Monroe,P.E.* 70 Benchmark Road,Suite 204 Principal/Project Engineer(Lodge at PO Box 1597 Vail) Avon,CO 81620 (970)949-7768 Office (970)949-4054 Fax avon@monroe-newell.com Structural Engineer Monroe&Newell Engineers James Ness,P.E. * 1701 Wynkoop Street, Suite 200 Project Manager/Project Engineer(Ski Denver,CO 80202 Club&Skier Services) (303)623-4927 Office Sheri Weiland (303)623-6602 Fax Project Engineer(Residences) denver@monroe-newell.com Nicole Lane Project Engineer (Tunnel/Garage/Loading Dock) Curt Hattel AutoCAD Administrator Monroe&Newell Engineers Mark Gee* 619 Main Street,#7 Project Engineer(Residences) P.O.Box 295 Frisco,CO 80443 (970)668-3776 Office (970)668-3789 Fax frisco@monroe-newell.com Structural`Fill'En�ineer Advanced Engineering Solutions Marvin Cook* 754 North 4275 West President Cedar City,UT 84720 (435)867-1083 Office (435)867-8866 Fax (435)590-0000 Cell coolang@aes-advengsol.com Vertical Transuortation Lerch,Bates&Associates Scott Shepler 7899 South Lincoln Court,Suite 204 Regional Manager Littleton,CO 80122 Jeff Marsh* (720)283-8182 Office Project Manager (720)283-8184 Fax sshepler@lerchbates.com j marsh@lerchbate s.com Water Feature STO Design Group,Inc. Desmond Stevens 2500 Redhill Ave.,Suite 205 Principal Santa Ana,CA 92705 Andrew Woods* (949)476-8729 Office Senior Project Manager (949)476-5048 Fax sto@stodesign.com andrew@stodesign.com *-Main ContaM Page fi Last Revised: 9/26/OS � M:\Vail Front Door\Documents�Project Directory\Vail Front Door Directory-CURRENT.doc VAIL'S FRONT DOOR Vail,Colorado 4240 Project No.20693.08 Waterproofn� Building Consultants&Engineers,Inc. Chris Morgan,P.E.* 1520 West Canal Court,Suite 240 Architect/Engineer Littleton,CO 80120 (303)350-1000 Office (303)350-1004 Fax (303)815-3488 Cell chris @building-c-e.com PRECONSTRUCTION SERVICES General Contractor Hyder Construction,Inc. Tom N.McLagan 543 Santa Fe Drive President Denver,CO 80204 Doug Thompson* (303)825-1313 Project Manager (303)825-3223 Fax Wally W.Goodnow (720)932-3262 Direct/TM Senior Estimator (720)932-3264 Direct/DT (720)932-3269 Direct/WG (303)829-5950 Cell/DT tmc lagan@hyderinc.com dthompson@hyderinc.com wgoo dnow@hyderinc.com *-Main Contact Page 7 Last Revised: 9/26/OS � M:\Vail Front Door\Documents�Project Directory\Vail Front Door Dvectory-CURRENT.doc . - 4�U� T ��Iv �tS ��.� C��'Y u...:ti�� ,� .��.��:..�, ��_ �;. :..f:. �`� -°,-,� �� t�;�Q�`�{�0, �� :��?11�.. AGENCY ��,�� - .� !,5±� . �� May 26,2006 Charlie Davis,Building Official Town of Vail Community Development 75 South Frontage Road,Vail, CO 81657 RE: Front Door Grading and Excavation Permit Charlie: Colorado Inspection Agency has reviewed the documents submitted as requested from the meeting and comment letter dated OS/18/2006. These documents were reviewed for compliance far the release and approval of Grading, Excavation and Shoring of the Front Doar Project Site. The documents submitted have clarified the outstanding issues that were identified by Colorado Inspection Agency and Town of Vail Building, Planning, Public Works and Fire Department. Conditions of this approval to allow grading,excavation and shoring are as follows: 1. This approval is for grading, excavation and shoring of the site. Permits which are granted partial approval for this work are B06-0018,B06-0022. 2. Additional plan review fees will be assessed to these permits and payment is required prior to release of permit. Email regarding the additional fees has been included with this document. 3. Complete Building permit fees for permit B06-0018 and B06-0022 will need to be paid prior to release of grading and excavation permit. 4. Submittal dates for remainder of plan review comments and full building permit approval have been established by Vail Resorts. The letter stating the dates has been included with this document for reference. a. Complete VFD Building A,B, C &D response will be submitted for review no later than June 19, 2006. b. Complete VFD Building E response will be submitted for review no later than July 10, 2006. 5. Reference to the International Residential Code needs to be removed from the Ftre and Life Safety Report and Administrative Modification for the Building E-Chalets. Page 12, 13 and 16 all make reference to this code of which is not applicable. This was discussed with Steve Rondinelli on May 26, 2006 and agreement was made that this FLS/Admin Mod. will be modified with the full building permit submittal to reference section 708 of the International Building Code. Colorado Inspection Agency p:970.328.1790 1286 Chambers Avenue,#l01 f:970.328.1791 Eagle,Colorado 81631 - 1 - Colarado Inspection Agency recommends approval to move forward with Grading, Excavation and Shoring with the submittal dates and conditions listed above. There are several issues still remaining to be resolved prior to release of a full building permit. Please do not hesitate to contact me with any question ar clarification. Sincerely, Matthew Royer, Building Official matt.royer@coinspect.com Colorado Inspection Agency p:970.328.1790 1286 Chambers Avenue,#101 f:970328.1791 Eagle,Colorado 81631 -2 - .—�. � �.� � �t:��,°':5 �?itl(� ��-, �;k:.�t•l�4 D<��i�. ��i12c�: ��i1i�w}IT��' �)�i1�t�t� Tc�;�i. t.t � titl {,..i.atT?itttiT,iC�'�i'��';C)t�t�lb�lu �� si)taCl� �'l'i7�11;1�?;` EZ�3.i�� '�'�iil. CC:� ��t��•zv. 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E•°s �`� � �+ �.�+.� 7 �'i t�axs�,T?��ii-'�S{�.a �.��`�y 1"��%��""°�+ 4 ' t }l.:e$7t.i�� ':� lt� °t�^��P . � z f ��}�'��, �.1Lt��A:�. :�SF,It �ti�,i�t �\ai .'`{_�_;'� .'��r) E�i,c��'t�, L)��U.:i� ��.>�}.t; C�c�. �.;.°{� i��:.ts�r��t"��?�" �'ia�..r�€i: ��_� .�: �� t�s�:i."�f?� ��: _. f..,,s4 .1.� i?: �`3l�.ti3.�'*:i: 4�:..��` s�'�tt,. � �'!{Xti: ,1�:L'�,?C:C%"�� c".�.:,:1 � $..1 Matt Royer From: Charlie Davis (CDavis@vailgov.com] Sent: Thursday, May 18, 2006 4:09 PM To: dthompson@hyderinc.com; JACKH@vailresorts.com; rcaudel@vailresorts.com Cc: Matt Royer; Joseph Suther Subject: Assesed Fast Track Fees For Front Door Good Afternoon, As promised here is the breakdown of additional fees that we discussed in this mornings meeting. Due to the fact that a request has been made to release partial permits for excavation and shoring work, we have assessed a fast track fee on the following: B06-0018 Building "A" permit Current plan check fee = $66, 894. 17 Fast Track plan check fee = $102, 914 .10 Fees paid to date = $66, 894 . 17 Balance due at time of partial permit release = $138, 973.03 (excludes rec. amenities fee) B06-0022 Building "E" master permit Current plan check fee = $10, 087.02 Fast Track plan check fee = $15, 518.50 Fees paid to date = $10, 087.02 Balance due at time of partial release = $19, 452. 98 (excludes rec. amenities fee) The good news is: We only need to assess this fee on the two above listed permits and not the nine permits that was discussed this morning. Thank you all for your cooperation this morning. It was a pleasure to work through these difficult issues without any additional burdens. Please contact me with any questions. Best Regards, Charlie Davis Chief Building Official � Town of Vail 970-479-2142 cdavis@vailgov.com 1 ,-- �_ - _ -.. _.- Charlie Davis- Front Door Page 1 From: George Ruther To: Charlie Davis Date: 05/17/2006 1:43:16 PM Subject: Front Door Chuck- I am comfortable with the issuance of a grading permit for the Front Door project. I reviewed the staging plan submitted back in February and have no issues with the staging plan. Given the scope of the work, I am not requiring a bond at this point. The full permit can not be issued until the appropriate conditions of PEC approval have been met and the revised changes to approved plans DRB application has been approved. I am working with the applicant on getting the PEC issues finalized. I have the DRB application for review. At this point my contact persons with Vail Resorts, Jay Peterson, Tiom Braun and Bob Fitzgerald, all know of the issues to be addressed. See you at the 9:30 am meeting tomorrow. Thanks, George Ruther, AICP Chief of Planning Town of Vail (970)479-2145 office (970)376-2675 cell (970)479-2452 fax gruther@vailgov.com ' FV�': B06-0018 - Shoring Plan Review Camments Responses Page 1 of 2 `.-' ��'�if� �p:�i" �� " Matt Royer � _-- '�' �tl "' `O 11 ,.Uai� . � �_�_� _ �__.,� �_��,.�...� __r_�.. ��w,. __..��.�. ___� �� ---------' :" g.,� . From: James Horne [jhorne@klaa.com] 4;'�� , � � �� Sent: Wednesday, May 24, 2006 8:42 AM � t;� s� " �� x To: Matt Royer Subject: RE: 606-0018-Shoring Plan Review Comments Responses Follow Up Flag: Follow up Flag Status: Red Matt, all of the structural comments for the shoring package are closed, Hyder's response as far as coordination with the design team has answered my comment#3. Schnabei will coordinate the other items as required in their responses. It seems to me that there are no substantial changes to their drawings that would require them to resubmit their drawings or calculations to the city, at least as far as the structural comments. Please let me know if you need further documentation for the shoring package review. Thank you, James From: Matt Royer [mailto:matt.royer@coinspect.com] Sent: Tuesday, May 23, 2006 2:53 PM To: James Horne Subject: FW: 606-0018 - Shoring Plan Review Comments Responses Matthew Royer Building Official Colorado Inspection Agency 877-428-6412 Ai�PROVED 970-328-1790 Subject to inspection and Compliance to aA 970-904-0460 relevant Adopted Building and Municipal Codes. matt.royer@coi n spect.com Chan es in Plans MUST e approved. www.coinspect.com Date . . �.,@y.�. __� __ _ ��. e_.� M._�_.�_ ___ �.__�_. ��__ ....�. � ��_�. .M.� ..__.� � �._-�� . �..._wZ�� .. __�,. ._._ From: Doug Thompson [mailto:dthompson@hyderinc.com] ��I@F@�� fl��—� ��I�fl A��Fl�y Sent: Tuesday, May 23, 2006 3:37 PM $a�D-pb�8 To: Matt Royer Subject: FW: 606-0018 - Shoring Plan Review Comments Responses Matt, REViEWED BY Let me know if this get through ok? ooug MAY 2 6 Z�06 COLORADO INSPECTION From: Doug Thompson AGENCY Sent: Tuesday, May 23,2006 11:25 AM To: 'Matt Royer' Cc: 'Charlie Davis'; Randy Hart;'Richard"Rick"CaudeP Subject: 806-0018-Shoring Plan Review Comments Responses 5/26/2006 ,xsv.w�.��%.r��. � :'4:� .�..,�..Wy� , �'e. �.;�.,�, %�,;� �'��'a'u'��. �,�.;,��'«';m� �.3�`.s�. �-�. „� `` ,;; ��+��`��i�k� ��:�ic�r� r.�._= ..r �rr .��ur1.`. AGENCY COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS TO: Contractor Architect Enqineer Hyder Construction 4220 Monroe & Newell Eng Doug Thompson Randy Hart EMAIL: dthomson(a�hvderinc.com rhartCa�4240arch.com FAX #: NUMBER OF PAGES: 3 � FROM: Matthew Royer DATE: 05/17/2006 BUILDING PERMIT#: 606-0018-Shoring Only OWNERS NAME: Vail Resorts Co. SITE ADDRESS: Building A and Site SUBDIVISION: Mill Creek OCCUPANCY GROUP: S-2 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 repuested information or plan revisions with all revisions clouded or otherwise idenfi�ed. . Please respond in writinq to each comment bv markinq the attached list or creatinq a response letter. Indicate which plan sheet, detail, specification, or calculation shows the reauested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. . Please be sure to include on the resubmittal the enqineer's or architect's "wet" stamp, sianature, re4istration number and date on the cover paqe of anv structural calculations, all structural details and structural sheets of the plans. For commercial or multi-family proiects all sheets of the plans must be stamped. C:\Documents and Settings�mroyerVvly Documents\Plan Review\Front Door\tov-b06-0018.Shoring.DOC Page 1 of 3 BUILDING DEPARTMENT COMMENTS: A1. Partial or full permitting must be granted prior work commencing on the site for grading, excavation and shoring. Partial permit may be granted with the agreement of all departments on the conditions that remain from the original full building permit reviews. A2. All agreements with neighboring effected property owners must be complete prior to issuance of permit to begin Grading, Excavation and Shoring. Shorinq Structural Comments: 1. Both "temporary" and "permanent" shoring systems are included in this submitted package. Please veirfy appropriate measures for corrosion protection have been taken into consideration for the permanent system, as appropriate for this project (i.e. dual corrosion protection @ unbonded ends, encapsulated anchorage zones, anchor centering devices for grouted ends, corrosion of shotcrete reinforcement & headed studs, etc.). Consider consistently labeling the the lagging and tieback details with "permanent" or"temporary" throughout the set. Please verify that "structural shotcrete" as noted on Sheet 1 refers to "permanent" shotcrete lagging. 2. Note D.2: current code required by IBC 2003 for this project is ACI 381-02; verify all ACI 2002 requirements are satisfied by these designs. 3. Please verify that specifications requirements, 02260, etc. have been satisfied (monitoring system, dewatering, etc.). We strongly recommend that the design team review this submittal and ensure coordination between the completed structure and temporary shoring system, please verify this is being done. We have not done a coordination review as part of the permitting process. Verify intended movements of the permanent shoring systems have been coordinated into the completed structural deisgns, such that deflection compensation measures can be undertaken for structures not designed for soil lateral loading. 4. Verify requirements of the project soils report have been used to prepare the calculations and construction drawings for this system. For example, soils report, page 24 shows ❑'=35 degrees, while it appears a 60 degree slope stability angle has been used for soil nail stability designs, per submitted shoring calculations. Please comment. 5. Verify IBC Chapter 18 requirements are satisfied by these designs; micropile calculations state "FHWA" as the governing code. Verify tieback embedment length below bottom of excavation meets the minimum embedment for the restrained condition for an embedded pile. 6. The soils report does not address loading criteria for soil nailed shoring or soldier pile shoring systems. Please verify loading diagragm for the single and double tieback soilder pile shoring systems, it is unclear how the lateral soil loads are considered to taper to zero at the bottom 0.2H of excavation. Pfease comment. 7. Drawing 2 & calculations: verify soildier beam schedule for structural steel channel as Fy=50 ksi, and that 50 ksi channels are intended and are practical for this work. Our experience is 36 ksi channels are much more common. 8. Wood lagging calculations are not provided, verify wet-service and temperature allowable stress factors have been considered. 10 ft. seems a long span for lagging. Consider deflection of lagging. 9. Calculations dated 12-28-05, page 4/42: Micropile design load is given as 71 kips. Existing footing is 7'-6" square, which for 5 ksf bearing (as stated was used for micropile designs on calcs sheet 2/42) results in a working load of 281 kips. Please explain the large difference in these numbers. Please verify all designs. C:\Documents and Settings\mroyer�Ivty Documents\Plan Review\Front Door\tov-b06-0018.Shoring.DOC Page 2 of 3 10. Caiculations dated 2-17-06, page 36/50: verify permanent factor of safety of 1.31 for this design; seems 1.5 factor of safety is required per IBC Chapter 18, as for a permanent retaining wall. Typical all soil nail walls. 11. Section 9/3 should be corrected to 8/3, please confirm. 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 re-submittal. 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.rover(�coinspect.com Plans Examiners and Enqineers: James P. Horne, P.E., S.E.—Structural Review Project Manager C:�Documents and Settings\mroyer�Ivly Documents�Plan Review\Front Door\tov-b06-0018.Shoring.DOC Page 3 of 3 ' FW: B06-0018 - Shoring Plan Review Comments Responses Page 2 of 2 Matt, Please find attached responses to the Shoring Plan Review Comments. Let me know if any additional information is required. Thanks «Shoring Review Comments Response 5.23.06.doc» «Schnabel Response to Shoring Comments.pdf» Doug T'hompson Hyder Construction Inc Project Executive Direct No.(720)932-3264 Cell No. (303)829-5950 Fax No. (303)825-3223 Main Office No.(303)825-1313 J Picture(Metafile) i � 5/26/2006 C°t�:��;`��I1��C"'�"I():`�� I:�C'. May 23, 2006 Mr. Matthew Royer Building OfficiaUProject Manager Colorado Inspection Agency matt.royer@coinspect.com RE: Vail's Front Door Plan Review Comments B-06-0018-Shoring Only dated,5/17/06 Dear Matt, In response to the Building Department Comments referenced above,I have attached the responses from Schnabel Foundation Company which appear to address all of the comments listed with the exception of item portions of item No. 3. The Specification Section referenced, 02260 Excavation Support and Excavation as well as Section 02832 Soil Nail Walls are part of the Contract Documents. Hyder Construction and its subcontractors,as may be applicable, are required to comply with the contract documents in their entirety. Monitoring of the site and structures adjacent to or effected by the shoring are requirements in the specifications and thus is to be implemented and maintained during the installation of the shoring and after until such time as the building foundations are installed and backfilling of the structures is completed. The site has had extensive testing and analysis performed for both the surface and ground water conditions. A complete dewatering program has been designed and included in the scope of the work. Permits with the State of Colorado for both the containment of sediments from surface runoff and ground water discharge from excavation have been applied for, issued and copies of the same have been provided to the Town of Vail. Dewatering specifically as it relates to shoring has been considered in the design of the systems. Additionally, although not called for in the Project Specifications, Hyder has submitted to the project design team both progressive and final shoring design and calculations for coordination with the buildings' foundations,the site grading and utilities. From the nature of the comments it does not appear necessary to provide revised Shoring drawings to be submitted to the Town. Please let me know if any further information is required with regards to the Shoring Plan Review Comments. S incerely, Doug Thompson Project Executive cc: Mr. Charlie Davis, Chief Building Official,Town of Vail Mr. Randy Hart,42/40 Architecture Mr. Richard Caudel,Vail Resorts Development Co. ^ 05:'l,l,'U6 10:48 Fr��_a0a 7-15 0897 SGIIIADLL rUUNUATIO� C0. �;00� � �l �oL�.�.�o�v co�rn�� Nlr. Doug Thompso� Date: May 19, 2d06 Nyder Constructivn, Inc. 543 Sant� Fe Drive Denv°r. CO. 8020�F Doug, Befow are our responses to the shoring structural commen�.s. The original comments ar� presented alang with our responses in bo(d print. 1. E3oth "ternporary"�nd "permanent"shoring systems ar� included in this submitted package. Please veirfy appropriate measures for corrosion protectivn have been taken into con�ider�tion for the permanent system, as appropriat�for this project(i.e. dual corrosian prot�:ction @ unbonded ends, encapsulated anchorage zones, 3nchor centering devices for grouted encis, corrosion of shotcrEte reinfarcement&, headed stucts, etc.). Cansider consisten#ly labeling the ihE lac�ging and tieback details with "perrnanenY' ar"temporary"fhroughout the set. Please verify that"st�uctura!shotcr�te" as noted an Sheet 1 refers to"p�rmanent"shotcrete lagging. All permanent anchors,whether'strand or bar, conform to Ciass 1 or 1( corrosion protection guidelines for permanent ancF�ors in non-aggressive soits per Recommendations for Prestressed Rock 8nd Soil Anchors; Post-tensioning Institute; PTI;2004. Corrosion protection of headed studs is according to ACI 318-42. There is no "shotcrete lagging" on the project. Thc laggine�wilt be as noted on Sheet 1 F.7; all of the sold�er beam and lagging work is temporary.Tlie structurat shotcrete note (ShQefi 1 D) perEains to the shotcrete facing on the non-soldier beam and lagging walis (both temporary and permanent). 2. Note D.2: current code required by IBC 2003 for tt�is project is ACI 381-02; verify �11 ACl ?_002 requirements are satisfied by th�se designs. ACI 318-02 rcquirements are satisfted in the designs per 1BC 2003. The suggestion of the use of the 't995 ACl code is a drafiing error that was not cauc�ht in the drawing ►eview process. The ACI 318-02 requirernents were followed in the design. 3. Please verify that specifications requirem�nts, 02260, etc. have been satisfied (monitoring system, dewatering, etc.). We strongly recommend that the des�yn team review this submittal and ensure coordin�tion betweon the completed structure and temporary shoring system, please verity this is being done. We have not done a coordination review as part of the permi�ing process. Verify intended movements of the permanent shoring systems have been coordinated into the com�leted structural d�signs, such that deflection compen�atian measures can be undertaken for structures not designed for soil l�teral loading. 05i19lo6 10:=19 F:�11 7U� i-1:i a9s7 SC:Ii\:1BEL .Ft)L'�UATIOV C0. f�jt�0� Respanse by "others". Specification sections pertaining to shoring, sections 022G0, Q2300 and 02832,will be fo{lowed to the ext�nt required by our subcontract agreemenE with Hyder Construction, Inc. it is unders�ood that Schnabel Foundation Campany is the `�engineer" and a sub-c�ntractor for the shoring and soi! nailing work. 4, Verify requirements of the project soils re�ort hav� been used to prepare the calculations and construction drawings for this system. For example, soils r�po�i, page 24 shows ❑'=35 degrees, while it �ppears a 60 degree slope stability angle has been used for soil nail stabi(ity desic�ns, pe� submitted shoring calculations. l'lease comment. The �GO d�gre�failure angle is calculated as the angle with the towest factor of safety by�he CaITRANS design pragram SNAILZ. Phi (c�= 35°) is a soi) property used in that catculation. The recommendations of the project soils reports were utilized in the desi9n of a!I aspects of tiie shoring for this project. 5. Verify IBC Chapter 1�3 requiremenfs are satisfied by these designs; micropile calculations state "FHWA" as the govcrning code. Verify tieback embedment tength below battorn ot excavation meets the minimum embedment for the restrained condition for an embedded pile. Th� micropiles were deslgned to satisfy the requirements of current FHWA code; however, a reanatysis af the design for IBC 2006 Chapter't8 carnptianc� verifies thatthe design as shown complies whoNy with the lBC 2D06 code. 6. The �oils report does not address loading ctiteria for soil n�iled shoring or soldier pil� shoring systems. PleasE v�rify loading diagrarn far the single and dauble tieback soldier pile shoring Syst�ms, it is unclear f�ow the lateral soi! Icrids ara cortsidered to tapEr t�zero at the bottom 0.21-) of excavation_ Ple�se commenk. The earth pressure (laading) diagram used In the analysis is a modification of the 1948 recammendations made by Terzaghi and PecEc (Terzaghi, K. and R.B. Peck: Soil Mechanics in Engineering Practice, John Wiley, New York, "1948; also refer to FHdtiIA Geotecttnical Engineering C�rcular No.4 {FHWA-tF-99-015}),The modificatians to the loading diagram are based on collected data and performance monitvring of soldier beam shoring projects in similar soils that Schnabel Foundation Company tt�s built over the last 45 years {Schnabel, H. Jr.; Tiebacks in Foundation Engineering and Construction, McGraw-Hill, 1982)_ Specifically Schna�el Foundation Company has design/built numerous soldier 6eam and lagging shoring systems in the Vail area (6�rrabelle, Vail Plaza Hotel,Vail Gateway Bui(ding, P3E�J,Vail Va!!ey Medlcal Center,Vail Valtsy Parking Structure} and has encountered no circumstances which would indicate ti�at this loading diagrarn is unconservative.The loadin� diagram utilized for the one-t(er tiehack system is shown on A7I50 of the 2f17106 design submittal. 7. Drawing 2 3� calculations� verify soldier beam schedule for structural steel channe( as Fy=50 ksi, and that 50 ksi chatinels are intended a�d are practical for this work. Our experience is 3G ksi channels are much more common. Tt�e steel for the channel secti4ns is A36.ThaL is misrepresented on fihe drawings, II. Wood lagging c�(culations are not provided, vcrify w�t-service and tern�eralure allowable stress factors have been consid�red. 10 ft. seems � long sp�n for fagging. Consider deflection oF lagging_ The wood lagging was si�:ed basnd on our experie�ce in similar sail conditions. In the site sails,where considerable arching bef.ween soldier beams is achieved, 3-inch lagc�ing has 2 o;%la%06 i0:�s F:�� o� 7�15 0957 __SCx�r�DEL FOL'�D:�T'Iq� C0. auo�� preformed well for cuts greater than 50' in depth {tt�e deepest soldier beam and tagging cut an this project is less ti�an 25'}. Severat literature saurces confirm these obsenrations: Guide{ines for �nqinee�inq Practice for Braced and Tied-back Excavatians; ASCE Geotechnical Speciat Pubtication No. 74; 1997; pg. 76 "Because of the well-known effect of arching earth pressures away from the midpoint of the lagging tv the more resistant soldier pil�s,the de5ign of lagging to withstand uniformly distribufied eartF� pressures usually is unrea{istic. Lagging thickness is selected on the basis of emplrical rules and experience which depends on the character of the tetained soilsT spacing of soldier pites and depth of the excavatio�. tn ordinary circumstances with usuat soldier beam spacings, 3 inch (�5mm} rougl� v+rood laggi�g is used down to ciepths of 15 ta 30 feet..." Construction Handbook far B�id �and Tem ara Works; A�SHTO; 1998; pp.62 presents a tahle giving recommended laggittg thicknesses and is attacF�ed to this response tetter. Handboak of Temporary St�uctures in Construction; R.T. Ratay; McGraw-Hill, 2"d Ed.; 1996; pg 8.30-8.31. It should be noted that the method Schnabel Foundatian Company plans to use to install the soldier 6eams is a drilled slurry rnethod. In this technique the soltlier beams are set into a 30" diameter 1 sack mix slut'ry hole.This raduces the clear span between beams to a maximum of 7'-6". Lagging deflection is considered in the installatioe�toleranc� provided to the general contractor. 9. Calcul�tions dated 12-28-05, page 4/42: Micropile design load is given 3s 71 kips. Existing footing is 7'-6"squarc, which for 5 ksf bearing (as stated was used for micropile designs on calcs sheet 2/42) resutts in a working load of 281 ki�s. Pl�ase explain the large difter�nce in these numb�rs. Please verify all designs. At the top of page �142 it states that there are 4 micropilcs on the 7'-6"x 7'-6" footing (Za1.25 , kips /4 micropiles =70.313 kips/micropile}. It is tf�e sarrte situation as sheets 3-6. 10. Calculations dated 2-17-06, page 36l50: verify perman�nt factor�f safety of 1.31 far this design; seems 1.5 factor of safety is required per IBC Chapt�r 18, as for a permanent retaining wall. Typical all soil nail walls. The SNAILZ cDesign calculations originally provided are sufficient for the temporary soil nailing east of Building D and the permanent sall nailing along the south tunnel wall. IBC Ghapter 18 ('[8U6.1 Qg. 357} requires a factor ofi safety of 9.5 again�t overtutning of retaining walls (not applicable for soii nail walls) and sliding of retain(ng watls (not applicabte for soil nail walls). A higher factor of safety(F_S. = 1.5)was utilized for the large south and west side permanent wafl work (elevations C and D} based on tha ertgineers judgment, However, a factor of safety of 1.3 for the questi�ned design/work is considered sufficient at thase locations_ 11. Section 9/3 shoufd be corrected la 8J3, please confirm. Yes, that is an error. 3 o:>;].9i9G 1Q:#�J F:il :)03 7�l� U98i SCIII:IDEL F()L\?U?�TIQti Cu. '�1U05 Please feel ir�e to contact me with any quesUons. Sincerely, ��%`�^�-�'L Y%� Christi�n H. Baxter, E.I.T. Construction Manager Schnabel f=oundation Company 2�50 S. Jamaica Ct. Suite 107 Aurora, CO. 80014 (c) (303) 517-6517 (o) {303}696-7268 (� tso3> 7�.�-osa� cbaxtEr daschnabel.com n � � � � o � � TRANSMITTAL LETTER VAIL RESORTS DEVELOPMENT COMPANY (970)845-2382 Telephone MAY 31 Z006 (970845-2555 Fax# PROJECT(S): VaiPs Front Door PROJECT NO. ZJ156 T(� REFERENCE NO: 007 DATE: May 31,2006 TO: Town of Vail Community Development IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US IMMEDIATELY. ATTN: Charlie Davis Chief Building Official IF CHECKED BELOW,PLEASE: (x) ACKNOWLEDGE RECEIPT OF ENCLOSURES ( )RETURN ENCLOSURES TO US. WE TRANSMIT: (x) HEREWITH O IN ACCORDANCE WITH YOUR REQUEST ( ) UNDER SEPARATE COVER VIA FOR YOUR: ( ) APPROVAL (x)DISTRIBUTION TO PARTIES (x) INFORMATION (X) REVIEW& COMMENT (x)RECORDS (x) USE ( ) THE FOLLOWING: O DRAWINGS O SHOP DRAWING PRINTS O PRODUCT INFO O SPECIFICATIONS O SHOP DRAWING REPRODUCTIONS O SAMPLES O CHANGE ORDER (x)_Signed Tie back agreements_ COPIES DATE REV.NO. DESCRIPTION ACTION CODE 2 5/30/06 N/A Signed Tie Back Agreements to LPI& SLT A ACTION: A. ACTION INDICATED ON ITEM(S)TRANSMITTED B. NO ACTION REQUIRED C. FOR SIGNATLJRE AND RETURN TO THIS OFFICE D. FOR SIGNATURE AND FORWARDING (as noted below,under"Remarks") E. SEE"REMARKS" BELOW REMARKS: COPIES TO: WITH ENCLOSURE(S) Master File (x) � � ) BY: Rick audel, Sr. Project Manager Vail Resorts Development Company Design and Construction � � I� [lMl� . (,,� Y 2006 CONSTRUCTION EASEMENT AGREEMENT � `TO�/1/N OF VAIL THIS CONSTRUCTION EASEMENT AGREEMENT (this "Agreement") is � made as of the � day of /� , 2006, by and between Lodge Properties Inc., a Colorado corporation ("Grantor"), d Lodge Properties Inc., a Colorado corporation, and The Vail Corporation, d/b/a Vail Associates, Inc., a Colorado corporation(together the"Grantee"). RECITALS: A. Grantor is the owner of that certain property known as the Lodge at Vail (the"Hotel"), located in the Town of Vail, State of Colorado (the "Town"); the Hotel and its site (the "5ervient Estate") are legally described on Exhibit A atta.ched hereto and incorporated herein by this reference. B. Grantee is the owner of certain real property contiguous or proximate to the Servient Estate that is commonly known or referred to as part of"Vail's Front Door" and that is legally described on Exhibit B attached hereto and incorporated herein by this reference (the "Front Door Property"). Grantee intends to commence the development and construction on the Front Door Property of a mixed-use real estate project that may include, without limitation, residential townhomes/condominiums, a skier services building and facilities, a ski club facility, a subterranean garage facility incorporating commercial loading and delivery facilities for both public and private use, including multiple loading bays, ski yard improvements, and other improvements and facilities ancillary, incidental or related to the foregoing(collectively the"Front Door ProjecY'). C. In order to undertake construction of certain elements of the Front Door Project, Grantee has requested that the Grantor grant an easement to install and use, within subterranean portions of the Servient Estate, tieback anchors (the "Tiebacks") constituting part of a construction shoring system that also incorporates soldier beams and related materials and that is necessary to provide interim support for and to stabilize construction, excavation and installation for certain elements of the Front Door Project and prevent subsidence of soils during the course of construction(the "Shoring System"). The construction and installation process for the Tiebacks is sometimes referred to hereinafter as the "Construction." Grantor has determined to grant the requested easement in accordance with and subject to all the terms and provisions of this Agreement. NOW, THEREFORE, in consideration of the above premises, and the mutual covenants and agreements set forth herein, Grantor and Grantee covenant and agree as follows: 1. Grant of Construction Easement. (a) The Grantor hereby grants and conveys to Grantee an irrevocable, temporary, non-exclusive construction easement beneath and under the surface of the Servient Estate for the construction, installation, operation, testing, inspection, maintenance, and use of the Tiebacks in conjunction with and throughout the course of the construction, installation and development of the Front Door Project (the J:\Chalets at the Lodge at VaillEasements\Tieback-LPI-FINAL.doc "Easement"). The Easement shall cover an area within and under the surface of the Servient Estate which, as deternuned by Grantee in the ordinary course of the construction of the Front Door Project, is reasonably necessary or appropriate for the Construction in accordance with the Plans (hereinafter defined), and otherwise for the use and enjoyment of the Easement as contemplated herein and the performance of Grantee's obligations and duties hereunder. (b) The Easement shall become effective as of the date of the mutual execution and delivery of this Agreement, and shall remain in full force and effect until the completion of the construction of the Front Door Project, which for this purpose shall be deemed to occur (i) only at such time as Grantee secures a temporary or permanent certificate or certificates of occupancy issued by the Town which authorizes the ongoing occupancy, use and enjoyment of the building improvements within the Front Door Project developed by Grantee, or (ii) if and when Grantee at its election voluntarily relinquishes its rights under the Easement by a recorded written instrument to that effect executed by Grantee. The Easement may be used and enjoyed by Grantee and its agents, employees, contractors, and designees (which may include any and all affiliates of Grantee), and any other agents, contractors and invitees acting by, through or under any of them (collectively with the Grantee, the "Permittees"). For purposes of this Agreement, the "affiliates" of Grantee shall mean any corporation or entity which, by virtue of direct or indirect majority ownership interests, is controlled by, controls, or is under common control with either party comprising Grantee (and the applicable affiliates shall be third-party beneficiaries of those provisions hereunder which refer to them). 2. Construction Process; Mechanic's Liens. (a) Grantee covenants to the Grantor that the Tiebacks will be constructed and installed in material conformity with the plans and specifications therefor identified on Exhibit C attached hereto and incorporated herein by this reference (the "Plans"). 'The Plans may be further modified as required by the Town or as determined by Grantee, so long as any such modifications do not create any material conflict with the other provisions set forth below. Grantee covenants that the Construction will be undertaken in a good and workmanlike manner, in conformity with all applicable legal construction requirements as applied and enforced by the Town, pursuant to customary drilling construction methods for purposes of minimizing noise and vibration, and in accordance with other good construction practices to avoid any penetration of or physical damage to any building improvements presently located on or above the Servient Estate (the "Servient Improvements"); that the Construction will not impair any subjacent or lateral support for the surface of the Servient Estate or any Servient Improvements or appurtenances thereto, as such support is necessary for the use and enjoyment thereof; and that the Construction will not break, cut or impair the normal function of any utility lines or facilities located on and serving the Servient Estate or Servient Improvements. (b) Grantee will not cause or permit any mechanic's lien claims to be made against any ownership interests in the Servient Estate that arise from the Construction. If any such mechanic's lien claim is recorded against any such property interests, then Grantee shall, within thirty (30) days after the recording of such lien claim, J:\Chaleu at the Lodge at Vail�Easements\Tieback-LPI-FINAL.doc 2 obtain the release of the affected property interests in the Servient Estate from such lien claim, whether by discharge, bonding or otherwise (and so long as this discharge is satisfied, the Grantee may contest any mechanic's lien claim in good faith). If Grantee shall fail (i)to furnish the requisite release within the aforesaid 30-day period, then the Grantor may, at its option, secure the release of the lien claim by any means available, including bonding or settlement, in which case Grantee shall, witlun thirty (30) days after notice of demand, reimburse Grantor for the latter's costs and expenses incurred in securing the lien release, including reasonable attorneys' fees. (c) Crrantee, at its sole cost and expense, shall institute, carry out, and mainta.in measures and procedures in accordance with the following provisions, and that are otherwise customary under prevailing standards in the construction industry, to monitor any occurrence of differential movement of the structural foundation of the Servient Improvements that is caused by the undertaking of the Construction and that results in structural damage to the Servient Improvements (a "Material MovemenY'; the pertinent structural damage resulting from a Material Movement is sometimes referred to herein as "Construction Damage"). In furtherance of the foregoing: (i) Grantee, in consultation with Grantor's Representative (hereinafter defined), will conduct a physical survey inspection of the interior and exterior of the Servient Improvements, with such survey to include "spot crack mapping," in order to establish and document an informational base of the existing condition of the Servient Improvements prior to the cornmencement of the Construction. Grantor shall cause Grantor's Representative to cooperate promptly and diligently with Grantee in furtherance of expediting this survey inspection process and will join in such documentation as may be reasonably necessary or appropriate for this purpose. (ii) Grantee will install and maintain monument measuring devices (the "Monument Devices") for purposes of detecting any Material Movement. The Monument Devices shall be affixed to the Servient Improvements at locations and in numbers adequate for this detection process, as determined by Grantee in accordance with ordinary construction practices. Initial readings of the Monument Devices will be taken prior to any Construction and/or Excavation (as defined below) in order to augment the survey inspection and establish the then existing condition of the Servient Improvements as reflected by the Monument Devices. Grantee shall also engage a qualified surveyor or engineer to install the Monument Devices, to take readings therefrom as set forth below, and to otherwise consult and furnish customary services to Grantee for monitoring and detecting any Material Movement. The readings from the Monument Devices shall be taken (A) no less frequently than once a calendar month at such time as Excavation has commenced, and thereafter until the date six (6) months after the pertinent foundations of the Front Door Proj ect are completed (as evidenced by the completion of backfill, including compaction thereof, between the foundation and shoring), and (B)no less frequently than once every six (6) calendar months thereafter until the Front Door Project is completed (as evidenced by the Town's issuance of temporary or permanent certificates of J:\Chalets at the Lodge at Vail�Easements\Tieback-LPI-FINAL.doc 3 occupancy for the building improvements within the Front Door Project). Soldier beams may be installed as part of the Shoring System on or before the Construction of the Tiebacks commences, and perhaps several months in advance thereof, and the installation of those soldier beams will not necessitate the commencement of monitoring from the Monument Devices. "Excavation" shall mean the undertaking of construction excavation for the Front Door Project within the Front Door Properiy. Crrantee, in the ordinary course of construction, will keep the Grantor's Representative promptly apprised of the results and data from readings of the Monument Devices, and upon request of Grantor's Representative from time to time, will otherwise consult reasonably with Grantor's Representative on the status of the Construction activities in relation to the provisions of this Agreement. (iii) In the event any readings from the Monument Devices detect any Material Movement, then Grantee shall immediately institute all measures reasonably necessary to prevent any further Construction Damage that may result from the ongoing Construction process, and shall also be obligated to undertake any and all repairs necessary to remedy the Construction Damage already caused. In that regard, the Grantee shall ha�e prepared and furnished to Grantor's Representative proposed plans for any repairs and the proposed general contractor to undertake the same,both of which will be subject to the prior written approval of the Grantor (which shall not be unreasonably withheld or delayed). Grantee shall be fully liable for any Construction Damage and the requisite repairs therefor pursuant to Grantee's indemnity under paragraph 4 below. (iv) Grantor shall designate one individual to act for Grantor and represent the interests of Grantor in connection with this Agreement for purposes of communicating and dealing with Grantee ("Grantor's Representative"). Grantor shall designate Grantor's Representative by notice to Grantee given within three (3)business days after the date of this Agreement. Thereafter, Grantor at its election may change Grantor's Representative upon further written notice to Grantee. In any case only one individual may serve as Grantor's Representative at any time. Approvals given or other determinations made by Grantor's Representative in the course of dealings with Grantee shall be binding upon Grantor. (v) Grantee will be afforded access to the surface of the Servient Estate and the Servient Improvements as reasonably necessary or appropriate in connection with the implementation of the monitoring and other functions and provisions of this paragraph 2(c). 3. Non-Exclusive• Quiet Eniovment. The Easement shall be non-exclusive, and the Grantor expressly reserves the right to the use, enjoyment and occupancy of the surface of and all other portions of the Servient Estate for any and all purposes that are not inconsistent with the terms of the Easement and the rights and interests afforded to Grantee under the terms hereof. Grantor specifically agrees that none of them shall do or permit anything to be done which physically disturbs or impairs the function of the Tiebacks during the course of the J:\Chalets at the Lodge at Vail�Easements\Tieback-LPI-FINAL.doc 4 Construction or the development of the Front Door Project, or which otherwise violates or materially interferes with the use and enjoyment of the Easement by Grantee or the other Permittees. 4. Indemni . To the fullest extent permitted by law, Grantee shall indemnify and defend Grantor and its successors and assigns, and sha11 hold each of them hazmless from and against (i) any physical damage to the property of such indemnified parties or any personal injuries suffered by them (including Construction Damage to the Servient Improvements), and(ii) any liabilities suffered or incurred by such indemnified parties as a result of any personal injury or physical damage to property suffered by third parties, if caused by the undertaking of the Construction, any negligence or willful misconduct of the Grantee occurring in relation to the use and enjoyment of the Easement, or any breach of the Grantee's obligations under this Agreement. This indemnity will also apply to and include costs and expenses, including reasonable attorneys' fees, incurred by the indemnified parties in connection with any indemnified matter. Notwithstanding any implications to the contrary in the foregoing provisions, the foregoing shall not be construed to waive or limit any requirements imposed upon the indemnified parties by law to mitigate their damages, and this indemnity shall not apply to matters stemming from the negligence, willful misconduct or breach of this Agreement by the Grantor. 5. Remedies• Attornevs' Fees. (a) The rights of either party hereunder may be enforced by any remedies available at law or equity, including, without limitation, the recovery of damages, and where appropriate, injunctive or other equitable relief to prevent the occurrence or continuance of any default hereunder, or to enforce the performance and observance of the terms of this Agreement. All remedies shall be cumulative with and in addition to, and not exclusive of, one another; any and all remedies may be pursued by the non-defaulting party either successively or concurrently; and the exercise of any one remedy shall not be construed as or constitute a bar to the exercise of any other remedy. (b) In the event any legal proceeding arises out of this Agreement and is prosecuted to final judgment, the prevailing party shall be entitled to recover from the other party all of the prevailing party's costs and expenses incurred in connection therewith, including reasonable attorneys' fees (and any presiding court will be bound to make this award). Should the application of this provision in any circumstance prove to conflict with any other proyision of this Agreement for the allocation of attorneys' fees, this provision shall be controlling. 6. Successors in Interest; Assi�nment. The rights, interests and obligations of the parties under this Agreement, including the Easement, shall touch and concern and run with the land as a benefit and burden to the ownership of the Servient Estate. With respect to Grantee, the Easement shall constitute an easement in gross in favor of Grantee, and the Grantee's interests therein and under this Agreement shall not run to the benefit of any successor owner of the Front Door Property, or any portion thereof, unless and until Grantee makes and records an assignment of such interests in favor of such successor (and the Easement and this Agreement will be freely assignable by Assignee to any successor in interest to the Front Door J:\Chalets at the Lodge at Vail�Easements\Tieback-LPI-FINAL.doc 5 Property or any portion thereo fl. Notwithstanding any such succession of ownership interests, Grantee will remain liable for its obligations hereunder, except for any such obligations assumed by its assignee by an instrument recorded in the real property records for Eagle County, Colorado (an "Assuming Assignee"). No successor in interest of Grantee in and to the real property and improvements thereon constituting the Front Door Property, or any portion thereof, will have any obligation for any of the Grantee's obligations hereunder except as provided in the recorded assumption made by that successor as an Assuming Assignee, if applicable. In the case of any assignment, the term "Grantee" shall from time to time mean the assignee then holding Grantee's rights hereunder. 7. Authori . Grantee hereby represents to Grantor that Grantee has taken or received all corporate action or authorization necessary for Grantee to enter into this Agreement; that Grantee's entry into this Agreement constitutes the duly authorized corporate action of Grantee; and that this Agreement is binding on Grantee. Grantor in turn represents to Grantee that Grantor has taken or received all corporate action or authorization necessary for Grantor to enter into this Agreement; that Grantor's entry into this Agreement constitutes the duly authorized corporate action of the Grantor; and that this Agreement is binding on the Grantor. 8. Com�letion of Construction. Upon the completion of the construction of the Front Door Project, as such completion is defined in paragraph 1(b) above, the Easement shall terminate, Grantor shall hold the Servient Estate free from the Easement, and Grantee will have no further right to the use and enjoyment of the Easement or Tiebacks and shall be deemed to have abandoned the same. Upon such termination of the Easement, it is understood that the Tiebacks will be abandoned in place on the Servient Estate, and Grantee shall have no obligation or duty to remove the same. Upon such abandonment, Grantor, in turn and at its election and without obligation to Grantee, may leave the Tiebacks in place or otherwise manage, treat or dispose of the Tiebacks in any manner permitted by law, and Grantee will have no further obligation in connection with the Tiebacks commencing from and after such abandonment. Upon the termination of the Easement due to completion of construction or otherwise, either party, upon the request of the other, shall execute and deliver a recordable instrument confirming that such termination has occurred, and that the parties are released from any further obligations and duties hereunder. Notwithstanding any transfer of the Front Door Property or any portion thereof, the Grantee named herein will retain the right and power to effectuate such confirmation of ternunation unless such right and power are expressly assigned of record. 9. Severabilitv. If any term, covenant, condition or provision of this Agreement shall, at any time or to any extent, be invalid or unenforceable, the remainder of this Agreement shall not be affected thereby, it being the intent of the parties that this Agreement and each provision hereof shall be enforceable and enforced to the fullest extent permitted by law. 10. Entire A�reement. This Agreement and any other contracts or agreements specifically referred to herein represent the entire agreement between the parties hereto with respect to the subject matter hereof, and all prior or extrinsic agreements, understandings or negotiations shall be deemed merged herein. All Exhibits referred to in this Agreement as attached hereto are hereby deemed incorporated into this Agreement and made a part hereof. J:\Chalets at the Lodge at Vail�Easements\Tieback-LPI-FINAL.doc 6 11. Rules of Construction. The headings which appear in this Agreement are for purposes of convenience and reference and are not in any sense to be construed as modifying the paragraphs in which they appear. References herein to the singular shall include the plural, and to the plural shall include the singular, and any reference to any one gender shall be deemed to include and be applicable to all genders. 12. Governin� Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Colorado. 13. Modification and Waiver. No purported modification of the terms of this Agreement, or purported waiver by any party of any of its rights and interests hereunder, shall be binding unless and except to the extent specifically set forth in a written instru.ment executed by the party against whom enforcement of the purported modification or waiver is sought. 14. Counter�arts. This Agreement may be executed in counterparts, each of which shall be deemed an original, and all of which together shall constitute one and the same instrument and agreement. 15. Notices; Business Davs. Any notice required or permitted under the terms of this Agreement shall be in writing, may be given by the parties hereto or such parties' respective legal counsel, and shall be deemed given and received (i) when hand delivered to the intended recipient, by whatever means; (ii)three (3)business days after the same is deposited in the United States mails, with adequate postage prepaid, and sent by registered or certified mail, with return receipt requested; (iii) one (1)business day after the same is deposited with an overnight courier service of national or international reputation having a delivery area encompassing the address of the intended recipient, with the delivery charges prepaid; or (iv)when received via facsimile on the intended recipient's facsimile facilities accessed by the applicable telephone number set forth below (provided such facsimile delivery and receipt is confirmed on the facsimile facilities of the noticing party). Any notice under clause (i), (ii) or (iii) above shall be delivered or mailed, as the case may be, to the appropriate address set forth below. If to Grantee: Lodge Properties Inc. and Vail Associates, Inc. c/o Vail Resorts Development Company Post Office Box 959 137 Benchmark Road Avon, Colorado 81620 Attention: Jack Hunn, Senior Vice President Fax No.: (970) 845-2555 Phone: (970) 845-2359 J:\Chalets at the Lodge at Vail�Easements\Tieback-LPI-FINAL.doc 7 With a copy to: Lodge Properties Inc. and Vail Associates, Inc. c/o Vail Resorts Development Company Legal Department Post Office Box 959 137 Benchmark Road Avon, Colorado 81620 Attention: Julie A. Stencel, Esq. Fax No.: (970) 845-2555 Phone: (970} 845-2548 If to Grantor: Lodge Properties Inc. 174 E. Gore Creek Drive Vail, Colorado 81657 Attention: Wolfgang Triebnig F�No.: (970)477-3743 Phone: (970) 477-3737 Either party may change its addresses and/or fa�c numbers for notices pursuant to a written notice which is given in accordance with the terms hereof. Any notice may be given on behalf of a party by its legal counsel. As used herein, the term "business day" sha11 mean any day other than a Saturday, a Sunday, or a legal holiday for which U.S. mail service is not provided. Whenever any date or the expiration of any period specified under this Agreement falls on a day other than a business day, then such date or period shall be deemed extended to the next succeeding business day thereafter. 16. Recordin�. This Agreement may be recorded in the Records at the election and expense of Grantee. 17. No Mer�er of Interests. Notwithstanding that Lodge Properties Inc. presently holds both the fee ownership interests in the Servient Estate and an ownership interest in the Easement, and notwithstanding any other commonality of interests subsequently arising when any one party holds interests in both the fee ownership of the Servient Estate and the Easement, any such commonality of interests shall not give rise to any merger of the Easement or any other provisions hereof with the fee ownership of the Servient Estate, or any extinguishment of the Easement or any such provisions, it being the mutual controlling and dominant intent of both The Vail Corporation, d/b/a Vail Associates, Inc. and Lodge Properties Inc., in its capacity as both the owner of the Servient Estate and as one of the parties comprising Grantee, that no such merger or extinguishment shall occur, and that the Easement and other provisions of this Agreement shall remain in full force and effect regardless of any such commonality of interests, and without any limitation or impairment arising by virtue of such commonality of interests. (Balance of page intentionally left blank] J:\Chalets at the L.odge at Vail�Easements\Tieback-LPI-FINAL.doc g IN WITNESS WHEREOF, Grantor and Grantee have made this Construction Easement Agreement as of the day, month and year first above written. GRANTOR: Lodge Properties Inc., a Colorado corporation By: Name: �. m Title: STATE OF GO LO�'� ) ) ss: COUNTY OF (�i,,AG t„�.. ) The foregoing instrument was acknowledged before me this � day of , 2006, by t�,�'�t� ��G wJ �t�-tr�t as �.lP of Lodge P perties, Inc., a Colorado corporation. Witness my hand and official seal. My commission expires: . �1 ��2t�c�8 Q►:.L�RO •pSAq •• •• }• .�. : : • . Notary Public : ' . o • a • . • ��'''�VBL�G'�� [Signature blocks of Grantee follow on next page] '��'F•••••••••pPP �F COL My Commissior►Expires 0711912008 ::��,,�:,�;, ,,,,,, ,,,,, 1�� "` :•/:!'� sS � UG �at!i• _�-�.J�_.� .. ......." =`_� 9�c': ..__ �...C�`�— �� J:\Chalets at the Lodge at Vail�Easements\Tieback-LPI-FINAL.doc 9 GR.ANTEE: Lodge Properties Inc., a Colorado corporation By Name: �� (Z6►1 Title: STATE OF COLORADO ) ) ss: COUNTY OF C�G 1L ) The foregoing inst.�ument was acknowledged before me this _� day of , 2006, by �� . 2.C�t m as �!'� of Lodge roperties Inc., a Colorado corporation. Witness my hand and official seal. ��LO�qO My commission expires: .�t �i�200� �.•�O'�AIQ�:: . . a Notary Public : = �A9j�.`BL`G�POo ••...... [Signature blocks of Grantee continue on next page] �F C�� My Corrums�on E�hes o7/1sJ2o06 :;�flir��;s•;.i ... . . � .., �''di7 Kc�:��. 7 ,p :: / - �' --�- -.G/ `" i„n2�:: -,. ._. 'j; - €);.c: � L G- O C____ J:\Chaleu at the Lodge at Vail�Easements\Tieback-LPI-FINAL.doc 1� GRANTEE: The Vail Corporation, d/b/a Vail Associates, Inc., a Colorado corporation By• Name: Q. Title: STATE OF COLORADO ) ) ss: COUNTY OF �G�� ) The foregoing instrument was acknowledged before me this � day of , 2006, by I�rv�#i �J G�4� P�S �YP of The V. 1 Corporation, dlb/a Vail Associates, Inc., a Colorado corporation. Witness my hand and official sea.l. �u��3�� ao��o My commission expires: . �( � �Zb�� ''��'' C��7�1 e�o%;�,t, . . . � LO Notary Public � ; �PO.TA�9��. ��1db10�.: :� �' • ••.. . • • ' ��0� '�d . . . • . • o • o • • �'Ay��V B I.�G'p,00 FO•....••• F CO�-�� My Commission Expi�es 07119I2008 :itt�tr��z t�..;.,.: . . ... ,. \.'1i�+�"` ... . ....'citlPt:t .. � . . .._ ._. � �nlf:C: ./'-�i. _ .. .. -- -� _-'_ 6��: S- ly '�.�s .___ J:\Chalets at the Lodge at Vail�Easements\Tieback-LPI-FINAL.doc 1 1 EXHIBIT A Legal Description of Servient Estate LOT l, LODGE SUBDIVISION, VAIL VILLAGE FIRST FILING, ACCORDING TO THE PLAT THEREOF RECORDED MARCH 30, 2004, AT RECEPTION NO. 872294, COUNTY OF EAGLE, STATE OF COLORADO J:\Chalets at the Lodge at Vail�Easements\Tieback-LPI-FINAL.doc !�-1 EXHIBIT B Legal Description of the Front Door Property PARCEL 1 LOTS 1 AND 2, MILL CREEK SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED NOVEMBER 6, 2000, AT RECEPTION NO. 743366, COUNTY OF EAGLE, STATE OF COLORADO PARCEL 2 LOTS 1 AND 4, SECTION 8, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF COLORADO, AS CONVEYED TO THE VAIL CORPORATION BY IJNITED STATES PATENT RECORDED APRIL 26, 2006, AT RECEPTION NO. 200610676, AND ALTERNATIVELY DESCRIBED AS: LOTS 1 AND 4, SECTION 8, TOWNSHIP 5 SOUTH, RANGE 80 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF COLORADO, AS ESTABLISHED BY THE DEPENDENT RESURVEYS AND SURVEYS COMPLETED BY THE UNITED STATES DEPARTMENT OF THE INTERIOR, BUREAU OF LAND MANAGEMENT, DATED FEBRUARY 3, 2005 (LOT 4), AND DECEMBER 30, 1988 (LOT 1) J:\Chalets at the Lodge at Vail�Easemenu\Tieback-LPI-FINAL.doc B-1 EXHIBIT C Plans (see the attached) J:\ChalcE9 at the Lodge at Vail�Easements\Tieback-LPI-FINAL.doc C-1 _ �� . �� Py CONSTRUCTION EASEMENT AGREEMENT THIS CONSTRUCTION EASEMENT AGREEMENT ("AgreemenY') is made effective as of the 30�day of May, 2006 (the "Effective Date"), by and beiween Lodge South Condominium Association, Inc., a Colorado corporation d/b/a Lodge Tower Condominium Association, Inc. ("Grantor"), and Vail Resorts Development Company, a Colorado corporation ("Grantee"). RECITALS: A. Grantor is the governing owners association for the Lodge Tower Condominiums (the "Condominiums") located in the Town of Vail, State of Colorado (the "Town"), which Condominiums were established by that certain condominium map recorded in the real property records for Eagle County, Colorado (the "Records"), on October 23, 1973 at Reception Number 127488 and Declaration of Grants, Submissions, and Covenants Governing Condominium Ownership of the Lodge South Condominium recorded October 23, 1973 in Book 231 at Page 612 of the Records as amended by that certain First Amendment to Declaration of Grants, Submissions, and Covenants Governing Condominium Ownership of the Lodge South Condominium recorded July 14, 2004 at Reception No. 884003 of the Records. The real property which is included within that condominium map and condominium declazation is sometimes referred to hereinafter as the "Servient Estate." Grantor is making this Agreement on its own behalf and on behalf of its constituent members (the "Members"), collectively and singularly, which Members are the owners of units within the Condominiums. B. Gran,tee's affiliate, Lodge Properties, Inc. ("LPI") is the owner of certain real property contiguous or proximate to the Servient Estate that is commonly known or referred to as part of "Vail's Front Door" and that is legally described on Exhibit A attached hereto and incorporated herein by this reference (the "Front Door Property"). Grantee through LPI intends to commence the development and construction on the Front Door Property of a mixed- use real estate project that may include, without limitation, residential town homes/condominiums, a skier services building and facilities, a ski club facility, a subterranean garage facility incorporating commercial loading and delivery facilities for both public and private use, multiple loading bays, ski yard improvements, and other improvements and facilities ancillary, incidental or related to the foregoing (collectively the"Front Door Project"). C. In order to undertake construction of certain elements of the Front Door Project, Grantee has requested that Grantor grant an easement to install and use, within subterranean portions of the Servient Estate, tieback anchors (the "Tiebacks") constituting part of a construction shoring system that also incorporates soldier beams and related materials and that is necessary to provide interim support for and to stabilize construction, excavation and installation for the building improvements of the Front Door Project abutting the property line between the Front Door Property and the Condominiums (the "Abutting Improvements") and prevent subsidence of soils during the course of construction (the "Shoring System"). The construction and installation process for the Tiebacks is sometimes referred to hereinafter as the "Construction." Grantor has determined to grant the requested easement in accordance with and subject to all the terms and provisions of this Agreement. J:\Chalets at the Lodge at Vail�Easements\Tieback Easement-LTS-FINAL-OS-23-06.doc NOW, THEREFORE, in consideration of the above premises, and the mutual covenants and agreements set forth herein, Grantor and Grantee covenant and agree as follows: 1. Grant of Construction Easement. (a) Grantor, on its own behalf and on behalf of its Members, hereby grants and conveys to Grantee an irrevocable, temporary, non-exclusive construction easement beneath and under the surface of the Servient Estate for the construction, installation, operation, testing, inspection, maintenance, and use of the Tiebacks in conjunction with and throughout the course of the construction, installation and development of the Abutting Improvements as further provided and limited herein (the "Easement"). The Easement sha11 cover an area under the surface of the Servient Estate that, as determined by Grantee in the ordinary course of the construction of the Front Door Project, is reasonably necessary or appropriate for the Construction in accordance with the Plans (hereinafter defined). (b) The Easement shall become effective as of the date of the Effective Date, and shall remain in full force and effect until the first to occur of (i) the completion of the construction of the Abutting Improvements, which for this purpose shall be deemed to be at such time as Grantee secures a temporary or permanent certificate or certificates of occupancy issued by the Town that authorize the ongoing occupancy, use and enjoyment of the Abutting Improvements, or (ii) if and when Grantee at its election voluntarily relinquishes its rights under the Easement by a recorded written instnunent to that effect executed by Grantee, or (iii) 36 months after the Effective Date. The Easement may be used and enjoyed by Grantee and its agents, employees, contractors, and designees (which may include any and all affiliates of Grantee), and any other agents, contractors and invitees acting by, through or under any of them (collectively with Grantee, the "Permittees"). For purposes of this Agreement, the "affiliates" of Grantee shall mean any corporation or entity which, by virtue of direct or indirect majority ownership interests, is controlled by, controls, or is under common control with Grantee. 2. Construction Process; Mechanic's Liens. (a) Grantee covenants to Grantor that the Shoring System and the Tiebacks will be constructed and installed in material conformity with the plans and specifications therefor identified on Exhibit B attached hereto and incorporated herein by this reference (the "Plans"). The Plans may be further modified as required by the Town or as determined by Grantee, so long as any such modifications do not create any material conflict with the other provisions set forth below, and upon Grantor's written approval of all Plan modifications that affect shoring under Grantor's building. Grantee will provide Grantor with all proposed Plan modifications, and Grantor shall have seven (7) business days to review and object to any such modifications that may, in its reasonable judgment, affect the foundation of the Condominiums. Failure to make a reasonable objection to any Plan modifications within that time period will be deemed as Grantor's approval. Grantee shall not proceed to carry out any work constituting Plan modifications that is not approved or deemed approved by Grantor. Grantee covenants that the Construction will be tuldertaken in a good and workmanlike manner, in conformity with all applicable legal construction requirements as applied and enforced by the Town, pursuant to customary drilling construction methods for purposes of minimizing noise and vibration, and in 2 J:\Chalets at the Lodge at Vail�Easements\Tieback Easement-LTS-FINAL-OS-23-06.doc accordance with other good construction practices to avoid any penetration of or physical damage to any building improvements presently located on the Servient Estate (the "Servient Improvements"); that the Construction will not impair any subjacent or lateral support for the surface of the Servient Estate or any Servient Improvements or appurtenances thereto, as such support is necessary for the use and enjoyment thereof; and that the Construction will not break, cut or unpair the normal function of any utility lines or facilities located on and serving the Servient Estate. (b) Grantee will not cause or permit any mechanic's lien claims to be made against any ownership interests in the Servient Estate that arise from the Construction. If any such mechanic's lien claim is recorded against any such property interests, then Grantee shall, within ten (10) days after the recording of such lien claim, obtain the release of the affected property interests in the Servient Estate from such lien claim, whether by discharge, bonding or otherwise (and so long as this discharge is satisfied, Grantee may contest any mechanic's lien claim in good faith). If Grantee shall fail (i)to furnish the requisite release or security within the aforesaid 10-day period, then Grantor may, at its option, secure the release of the lien claim by any means available, including bonding, settlement or resort to any security furnished by Grantee, in which case Grantee shall, within ten (10) days after notice of demand, reimburse Grantor for the latter's costs and expenses incurred in securing the lien release, including reasonable attorneys' fees and bond premiums (except to the extent recouped from any such security). Grantee acknowledges and agrees that Grantor may, but shall not be required to, post or serve a notice that Grantor's interest in the Servient Estate shall not be subject to any mechanics' liens pursuant to the provisions of C.R.S. § 38-22-105, and to take such other actions as Grantor deems necessary to comply with the provisions of said statute. (c) Grantee, at its sole cost and expense, shall institute, carry out, and maintain measures and procedures in accordance with the following provisions, and that are otherwise customary under prevailing standards in the construction industry, to monitor any occurrence of differential movement of the structural foundation of the Servient Improvements that is caused by the undertaking of the Construction and that results in structural damage to the Servient Improvements (a"Material Movement"; the pertinent structural damage resulting from a Material Movement is sometimes referred to herein as "Construction Damage"). In furtherance of the foregoing: (i) Grantee, in consultation with Grantor's Representative as defined below, will conduct a physical survey inspection of the interior and exterior of the Servient Improvements, with such survey to include "spot crack mapping," in order to establish and document an informational base of the existing condition of the Servient Improvements prior to the commencement of the Construction. Grantor shall cause Grantor's Representative to cooperate promptly and diligently with Grantee in furtherance of expediting this survey inspection process and will join in� such documentation as may be reasonably necessary or appropriate for this purpose. Grantee will provide Grantor's Representative with a copy of the inspection video made prior to the commencement of Construction. 3 J:\Chaleu at the Lodge at Vail�Easements\Tieback Easement-LTS-FINAL-OS-23-06.doc (ii) Grantee will install and maintain monument measuring devices (the "Monument Devices") for purposes of detecting any Material Movement and Grantor's engineer will be permitted to review the monitoring program on an ongoing basis. The Monument Devices shall be affixed to the Servient Improvements at locations and in numbers adequate for this detection process, as determined by Grantee in accordance with ordinary construction practices. Initial readings of the Monument Devices will be taken prior to any Construction and/or Excavation (as defined below) in order to augment the survey inspection and establish the then e�sting condition of the Servient Improvements as reflected by the Monument Devices. Grantee shall also engage a qualified surveyor or engineer to install the Monument Devices, to take readings therefrom as set forth below, and to otherwise consult with and furnish customary services to Grantee for monitoring and detecting any Material Movement. The readings from the Monument Devices shall be taken (A) twice a week beginning at such time as Excavation has commenced and continuing until the underpinning is complete (unless the parties mutually agree in writing to less frequent readings) and (B) one time per month thereafter until the Front Door Project is completed (as evidenced by the Town's issuance of temporary or permanent certificates of occupancy for the building improvements within the Front Door Project). Soldier beams will be installed as part of the Shoring System on or adjacent to the Front Door Properiy (but not within the Servient Estate) before the Construction, and perhaps several months in advance thereof, and the installation of those soldier beams will not necessitate the commencement of monitoring from the Monument Devices. "Excavation" shall mean the undertaking of construction excavation for the Front Door Project within the Front Door Property. Grantee, in the ordinary course of construction, will keep Grantor's Representative promptly apprised of � and provide Grantor's Representative and Grantor's engineer with the results and data from readings of the Monument Devices, and upon request of Grantor's Representative from time to time, will otherwise consult reasonably with Grantor's Representative on the status of the Construction activities in relation to the provisions of this Agreement. (iii) In the event any readings from the Monument Devices detect any Material Movement, then Grantee shall immediately institute all measures reasonably necessary to prevent any further Construction Damage that may result from the ongoing Construction process, and shall also be obligated to undertake any and all repairs necessary to remedy the Construction Damage already caused, including return of the footings to their original position if possible and if recommended by Grantor's engineer and required by Grantor. In that regard, Grantee shall have prepared and furnished to Grantor's Representative proposed plans for any repairs and the proposed general contractor to undertake the same, both of which will be subject to the prior written approval of Grantor (which shall not be unreasonably withheld or delayed). Grantee shall be fizlly liable for any Construction Damage and the requisite repairs therefor pursuant to Grantee's indemnity under Section 4 below. (iv) Grantor shall designate one individual to act for Grantor and represent the interests of Grantor and its Members in connection with this Agreement for purposes of communicating and dealing with Grantee ("Grantor's Representative"). 4 J:\Chalets at the Lodge at Vail�Eazemenu\Tieback Easement-LTS-FINAL-OS-23-06.doc Grantor shall designate Grantor's Representative by notice to Grantee given within three (3)business days after the date of this Agreement. Thereafter, Grantor at its election may change Grantor's Representative upon further written notice to Grantee. In any case only one individual may serve as Grantor's Representative at any time. Approvals given or other determinations made by Grantor's Representative in the course of dealings with Grantee shall be binding upon Grantor and its Members. Grantee sha.il promptly reimburse Grantor for the reasonable cost of Grantor's consulting engineer employed by Grantor to specifically perform engineering work on behalf of Grantor in connection with this Agreement. (v) Grantee will be afforded access to the surface of the Servient Estate and the Servient Improvements (including individual condominium units therein) as reasonably necessary or appropriate in connection with the implementation of the monitoring and other functions and provisions of this Section 2(c). 3. Non-Exclusive• Quiet Enjovment. The Easement shall be non-exclusive, and Grantor, on its own behalf and on behalf of its Members, expressly reserves the right to the use, enjoyment and occupancy of the surface of and all other portions of the Servient Estate for any and all purposes that are not inconsistent with the terms of the Easement and the rights and interests afforded to Grantee under the terms hereo£ Grantor, on its on behalf and on behalf of its Members, specifically agrees that none of them shall do or permit anything to be done which physically disturbs or impairs the function of the Tiebacks during the course of the Construction or the development of the Front Door Project, or which otherwise violates or materially interferes with the use and enjoyment of the Easement by Grantee or the other Permittees. 4. Indemnitv. To the fullest extent permitted by law, Grantee shall indemnify and defend Grantor and its Members, their guests, invitees, employees and agents, and their successors and assigns, and shall hold each of them hannless from and against (i) any physical damage to the property of such indemnified parties or any personal injuries suffered by them (including Construction Damage to the Servient Improvements), and (ii) any liabilities suffered or incurred by such indemnified parties as a result of any personal injury or physical damage to property suffered by third parties, if caused, in whole or in part, by the undertaking of the Construction, any act or omission, including without limitation negligence or willful misconduct, of Grantee and its agents, employees, contractors, subcontractors, suppliers, workers or assigns, occurring in relation to the use and enjoyment of the Easement, or any breach of Grantee's obligations under this Agreement. This indemnity will also apply to and include costs and expenses, including reasonable attorneys' fees, incurred by the indemnified parties in connection with any indemnified matter. Notwithstanding any implications to the contrary in the foregoing provisions,the foregoing shall not be construed to waive or limit any requirements imposed upon the indemnified parties by law to mitigate its damages, and this indemnity sha11 not apply to matters stemming solely from the negligence, willful misconduct or breach of this Agreement by Grantor and/or any Member(s). 5. Remedies• Attornevs' Fees. 5 J:\Chalets at the Lodge at Vail�Easements\Tieback Easement-LTS-FINAL-OS-23-06.doc (a) The rights of either party hereunder may be enforced by any remedies available at law or equity, including, without limitation, the recovery of damages, and where appropriate, injunctive or other equitable relief to prevent the occurrence or continuance of any default hereunder, or to enforce the performance and observance of the terms of this Agreement. All remedies shall be cumulative with and in addition to, and not exclusive of, one another; any and all remedies may be pursued by the non-defaulting party either successively or concurrently; and the exercise of any one remedy shall not be construed as or constitute a bar to the exercise of any other remedy. (b) In the event any legal proceeding arises out of this Agreement and is prosecuted to final judgment, the prevailing party shall recover from the other party all of the prevailing party's costs and expenses incurred in connection therewith, including reasonable attorneys' fees (and any presiding court will be bound to make this award). Should the application of this provision in any circumstance prove to conflict with any other provision of this Agreement for the allocation of attorneys' fees, this provision shall be controlling. 6. Successors in Interest; Assi�nment. The rights, interests and obligations of the parties under this Agreement, including the Easement, shall touch and concern and run with the land as a benefit and burden to the ownership of the Servient Estate and the Front Door Property. All references herein to the "Grantor" shall be deemed to encompass and include its constituent Members, and Crrantor shall be obligated to use it best efforts to cause its Members to abide by, conform to, and refrain from violating Grantor's express obligations and duties hereunder. With respect to Grantee, the Easement shall constitute an easement in gross in favor of Grantee, and Grantee's interests therein and under this Agreement shall not run to the benefit of any owner of the Front Door Property, unless and until Grantee makes and records an assignment of such interests to such owner pursuant to an assignment and assumption agreement ("Assignment") in a form acceptable to Grantor. The Easement and this Agreement will be assignable by Grantee subject to Grantor's written approval of the Assignment and such assignee, which approval will not be unreasonably withheld or delayed. Notwithstanding any such succession of ownership interests in the Front Door Property, Vail Resorts Development Company will remain liable for its obligations as Grantee hereunder. No owner of the Front Door Property, or any portion thereof, will have any obligation for any of Grantee's obligations hereunder, except as provided in such recorded Assignment (provided that the foregoing will not be construed to limit any liability or obligations of any successor to Grantee by operation of corporate law, whether pursuant to a merger, consolidation, sale of all or substantially all of the assets of Grantee or other similar corporate transaction, regardless of whether such successor by operation of corporate law has any interest in and to the Front Door Property, or any portion thereo fl. Notwithstanding the execution and recording of an Assignment, Vail Resorts Development Company shall remain liable to Grantor for all obligations of Grantee hereunder. 7. Authori . Grantee hereby represents to Grantor that Grantee has taken or received all corporate action or authorization necessary for Grantee to enter into this Agreement; that Grantee's entry into this Agreement constitutes the duly authorized corporate action of Grantee; and that this Agreement is binding on Grantee. Grantor in turn represents to Grantee that Grantor has taken all actions and received all consents or authorizations from its board of directors pursuant to the Development and Use Agreement dated August 13, 2002 and the First 6 J:\Chalets at the Lodge at Vail�Easemenu\Tieback Easement-LTS-FINAL-OS-23-06.doc Amendment thereto dated March 31, 2004 executed by Grantor and Vail Resorts Development Company (however denominated) andlor its Members which are requisite to Crrantor's entry into this Agreement; that Grantor's entry into this Agreement constitutes the duly authorized corporate and association action of Grantor; and that this Agreement is binding on Grantor and its constituent Members. 8. Completion of Construction. Unless sooner terminated in accordance with Section 1(b) herein, upon the completion of the construction of the Front Door Project, as such completion is defined in Section 1(b) above, the Easement sha11 terminate, Grantor and its Members shall hold the Servient Estate free from the Easement, and Grantee will have no further right to the use and enjoyment of the Easement or Tiebacks and shall be deemed to have abandoned the same. Upon such termination of the Easement, it is understood that the Tiebacks will be abandoned in place on the Servient Estate, and Grantee shall have no obligation or duty to remove the same. Upon such abandonment, Grantor, in turn and at its election and without obligation to Grantee, may leave the Tiebacks in place or otherwise manage, treat or dispose of the Tiebacks in any manner permitted by law, and Grantee will have no further obligation in connection with the Tiebacks commencing from and after such abandonment. Upon the termination of the Easement due to completion of construction or otherwise, either party, upon the request of the other, shall execute and deliver a recordable instrument confirming that such termination has occurred, and that the parties are released from any further obligations and duties hereunder. Notwithstanding any transfer of the Front Door Property or any portion thereof, Grantee will retain the right and power to confirm termination, unless such right and power are expressly assigned of record. 9. Severabilitv. If any term, covenant, condition or provision of this Agreement shall, at any time or to any extent, be invalid or unenforceable, the remainder of this Agreement shall not be affected thereby, it being the intent of the parties that this Agreement and each provision hereof shall be enforceable and enforced to the fullest extent permitted by law. 10. Entire Agreement. This Agreement and any other contracts or agreements specifically referred to herein represent the entire agreement between the parties hereto with respect to the subject matter hereof, and all prior or extrinsic agreements, understandings or negotiations shall be deemed merged herein. All Exhibits referred to in this Agreement as attached hereto are hereby deemed incorporated into this Agreement and made a part hereof. 11. Rules of Construction. The headings which appear in this Agreement are for purposes of convenience and reference and are not in any sense to be construed as modifying the paragraphs in which they appear. References herein to the singular shall include the plural, and to the plural shall include the singular, and any reference to any one gender shall be deemed to include and be applicable to all genders. 12. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Colorado. 13. Modification and Waiver. No purported modification of the terms of this Agreement, or purported waiver by any party of any of its rights and interests hereunder, shall be 7 J:\Chaleu at the Lodge at Vail�Easements\Tieback Easement-LTS-FINAL-OS-23-06.doc binding unless and except to the extent specifically set forth in a written instrument executed by the party against whom enforcement of the purported modification or waiver is sought. 14. Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original, and all of which together shall constitute one and the same instrument and agreement. 15. Notices; Business Davs. Any notice required or permitted under the terms of this Agreement shall be in writing, may be given by the parties hereto or such parties' respective legal counsel, and shall be deemed given and received (i) when hand delivered to the intended recipient, by whatever means; (ii) three (3) business days after the same is deposited in the United States mails, with adequate postage prepaid, and sent by registered or certified mail, with return receipt requested; (iii) one (1) business day after the same is deposited with an overnight courier service of national or international reputation having a delivery area encompassing the address of the intended recipient, with the delivery charges prepaid; or (iv) when received via facsimile on the intended recipient's facsimile facilities accessed by the applicable telephone number set forth below (provided such facsimile delivery and receipt is confirmed on the facsimile facilities of the noticing party). Any notice under clause (i), (ii) or (iii) above shall be delivered or mailed, as the case may be, to the appropriate address set forth below. If to Grantee: Vail Resorts Development Company Post Office Box 959 137 Benchmark Road Avon, Colorado 81620 Attention: Jack Hunn, Senior Vice President Fax No.: (970) 845-2555 Phone: (970) 845-2359 With a copy to: Vail Resorts Development Company Legal Department Post Office Box 959 137 Benchmark Road Avon, Colorado 81620 Attention: Julie A. Stencel, Esq. Fax No.: (970) 845-2555 Phone: (970) 845-2548 8 J:\Chalets at the Lodge at Vail�Easements\Tieback Easement-LTS-FINAL-OS-23-06.doc If to Grantor: Lodge Tower Condominium Association, Inc. 200 Vail Road Vail, Colorado 81657 Attention: Stan Cope Fax No.: 970-476-4093 Phone: 970-476-9530 With a copy to: Richard A Hardaway, Esq. Isaacson Rosenbaum P.C. 633 Seventeenth Street, Suite 2200 Fax No.: 303-292-3152 Phone: 303-292-5656 Either party may change its addresses and/or f� numbers for notices pursuant to a written notice which is given in accordance with the terms hereo£ Any notice may be given on behalf of a pariy by its legal counsel. As used herein, the term"business day" shall mean any day other than a Saturday, a Sunday, or a legal holiday for which U.S. mail service is not provided. Whenever any date or the expiration of any period specified under this Agreement falls on a day other than a business day, then such date or period shall be deemed extended to the next succeeding business day thereafter. 16. Recording: This Agreement may be recorded in the Records at the election and expense of Grantee. 17. Insurance. Grantee covenants and agrees to obtain and keep in full force and effect during the term of this Easement,through its contractor(s): (a) Liability Insurance. Commercial general liability insurance with respect to the Construction and Tiebacks, covering bodily injury, death and damage to property of others with endorsements for liability with respect to any and all claims against which Grantee has agreed to indemnify Grantor, as required above, personal injury insurance, premises insurance, products/completed, operations hazard insurance, broad-form property damage insurance, worker's compensation insurance and independent contractor's insurance. (b) Insurance Amounts. Insurance obtained by Grantee shall be canied with combined single limits of not less than $11,000,000 in respect to any one accident of occurrence, and shall be carried on a full replacement cost basis subject to only such deductibles and exclusions as Grantor may reasonably approve. (c) �ieneral Reguirements. Except as otherwise approved in writing by Grantor, all insurance obtained by Grantee shall be carried on a claims made and occu.rrence basis; shall name Grantor, its Members and its management company as additional insured parties, as their interests may appear; shall be written as primary policies, not contributing with 9 J:\Chafets at the Lodge at Vail\Easements\Tieback Easement-LTS-FINAL-OS-23-06.doc and not in addition to coverage that Grantor may carry; and sha11 provide, by certificate of insurance or otherwise, that the insurance coverage shall not be cancelled or altered except upon forty five (45) days' prior written notice to Grantor. All general liability insurance policies shall contain a provision that Grantor and any of its Members, although named as additional insureds, shall nevertheless be entitled to recover under such policies for any loss sustained by either of them, notwithstanding any negligence by Grantee. All such insurance policies shall include a waiver of subrogation endorsement in favor of Grantor and its Members. (d) Evidence of Insurance. Grantee shall obtain and file with Grantor before commencement of Construction certificates of insurance, the declaration page and a copy of the applicable policy or binder in effect evidencing the insurance coverage required above, and shall deliver such certificates to Grantor, and from time to time thereafter as may be reasonably required by Grantor to establish Grantee's insurance coverage. IN WITNESS WHEREOF, Grantor and Grantee have made this Construction Easement Agreement as of the day, month and year first above written. GRANTOR: � Lodge Tower Condominium Association, Inc., a Colorado nonprofit corporation �� ;:,✓' %� ;,� gy; �.% �='. cv��;��'`�.:c, Name: 'a;�'� c�- ,��i�/�v�l•�t� Title: �-z�,.��✓r^ � __� STATE OF__��_ ) ) ss: COUNTY OF �� a� ) The foregoing instrument was acknowledged before me this �� day of .�.�, 2006, by as of Lodge To r Condominium Association, Inc., a Colorado nonprofit corporation. Witness my hand and ofFicial seal. My commission expires: . �C�-- � � """"'�� PAUTA SANCHEZ �.?e��:`�r°°;% No ry Public '�: Notary Public,State of Texas My Commission Expires '•'�roi�E:;� ber D8,2008 '•,.,,,�� Septem 10 J:\Chaleu at the Lodge at Vail�Easemenu\Tieback Easement-LTS-FINAL-OS-23-06.doc GRANTEE: Vail Resorts Development Company, a Colorado corporation By: N e: Jac H Tit� : Seni r Vi President STATE OF COLORADO ) ) ss: COUNTY OF �- a- ` � ��, ,�n The foregoing instrument was acknowledged before.me this, 3 u ` day of , ► L , 2006, by �'c�r � � u-�'1�'l � S�n,or �!� c.e��es �C�'P�1, of Vai Resorts Development Company, a Colorado corporation. Witness my hand and official seal. My commission expires: �k.Io�.a S� 0 Q,��.►�. S. AO� Notary Public 0Q:4'�'�A��'•�y a�v.�o q�- :o . . . . . . : : N'. A �j :�O �►,�� FBC��OPP �lu�$$jp��1f2S�/� ,-S�iprnrtci ac ta:�cyrsi: ,xtme m� *,_c!Y?c t'aii{icc:�tt . �': � � EL— . �?L�E 5--�_. .:�t�tc: _ � �O/ ,�� o flate• ll J:\Chalets at the Lodge at Vaif�Easements\Tieback Easement-LTS-FINAL-OS-23-06.doc Exhibit A Legal Description Of Front Door Property PARCEL 1 LOTS 1 AND 2, MILL CREEK SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED NOVEMBER 6, 2000, AT RECEPTION NO. 743366, COUNTY OF EAGLE, STATE OF COLORADO � A-1 J:\Chalets at the Lodge at Vail�Easements\Tieback Easement-LTS-FINAL-OS-23-06.doc E�chibit B Plans B-1 J:1Chalets at the Lodge at Vail�Easements\Tieback Easement-LTS-FINAL-OS-23-06.doc F' DESIGN CALCULATIONS Submitted to: Hyder Construction, Inc. for: Vail Front Door- East Excavation Shoring REVIEWED B VAIL, COLOR.ADO �tAY 2 6 Z008 by: COLQRADO INSPECTION AGENCY SCHNABEL FOUNDATION COMPANY Job No. 07-3715 ��,� �� Apri13, 2006 � :� � �.;.� �'��,,p�,�� "^��q��''�M � �a ��a " �� 01��F� � � ,� a°��s• 'f�f'�14� .F �`:�'?L T�ais �}amp certif's�s that this she� u:�� °�"�'�� dra�,rWin� F�a� been reviewed for its basic ` + ��,�� ' e `�� , con�r�;a�c;4a�ifh the Contr�ct �ocuments. • ; .��'� r L� t; ; How�ver, it aoes not r�;l;eve thc � � . siahc:;ar��r�ccor or ��endar trom any `��'��,.4ao5' v��:,.�� ' c�;�tr�.�;��1 naiiqations. ,,, w�,��,�.�,��' � : :. �„ ,,�„�;. 'ri;rr'er�anstruction:�,�� i�bm�tt�.�r��-� D�¢e:y�i��Q�, John A. Franceski COLORADO P.E. #28034 � _� L�= __ f � � APR 1 � 2006 i S chnab el ��►id- � FOUNDATION COMPANY TOW� O F VA I L �, '�"��"�� Calculation Sheets �=�(.,t:v"Cl1�TI�JN C[?iirfl�t°1��.'"k' Project: Vail Front Door Contract No.: 07-3715 Location: Vail,CO. Sheet No.: _ Owner: VRDC Date: Apr. 3,2006 General Contractor: Hyder Construction, Inc. LOADING GONDiT1L1N� — 'WtNGED SUPPORT ASSUA�ED AT EAGH BRACE OR TIEB!►CK EXGEPT TQP 11EFc — HINGED SUPPOi7T ASSU�SED AT SUHGRADE — SYSFEM :IS FREE—DI�AtNiNG {NO HYDROSTA7I�C PRESSURE) — LC?1�ING QI,+1�fftAXt�ll (NCLUtiES SURCHAF2GE FQR TRAFFlC AND NQRMAL GONSTRUGTIQN LOADS (HEAW LOADS SUCH AS GRANES NOT INCLUDEDj — 1NHERE APPUCABLE, UP TO 33?: REDUC?tON MAY BE 7AKEN iN S4LDIER BEA1►d MOMENTS PER; FOUNDATION ENGINEERING; #'ECK, HANSQN dc TH�RH�U:RN; 1974; Pp — 453—#63 — ALL ANCHORS TO BE LaCATED BEHINO FAILURE PLANE AS FOLLOWS '`�` ,�\. T_'�.y!''T� UNHONDED � 1.ENGTH � 1 ANGHt}R IENGTN BEYOND FAlLURE PLANE ! / / / ! ! / 6�' r �� ,!i'��/' '\�� — YALUES SHOWN JN T'HE GALCULATIONS ARE TAKEN FROM A COiulPUTER PRIM'Ot.!i" — ONLY THE GRITlCAt A�OM�hiT IS SHOtNN !M THE CALCl1LATiONS — ALL�WABLE BENDING S?RESS FOR STEEL = 0.66Fy SINCE �L.ANGES ARE FULIY StJPPG1RTED thl THE PLANE OF BENDING � �,��"�� Calculation Sheets ��c��.�nar� cc��.r�� Project: Vail Front Door Contract No.: 07-3715 Location: Vail, CO. Sheet No.: Owner: VRDC Date: Apr.3,2006 General Contractor: Hyder Construction, Inc. EXISTING GRADE {TYP.}' .2H �� H = NEIGHT OF SOIL tN FEET H 1 = DEPTH TO TIEBACK IH FEET M2 = DEP7H FROM TIEBACK TO SUBGRADE IN FEET �„�} B1 = NORIZONTA� T1E8ACK GOAD IN KIPS/FT B� M1 = 50LDIER 9EAM Mpf�ENT A7 TIEBIICK 1N K—fTfiT � , MMt = MAXlbiUM SOLDIER BEAM 1�IOMENT BETWE�N . .� TIEHACK AN[] SUBGRADE 1N K-FT/FT ° �IM1 .6H � � H2 .xH 07'f0�t OF ;EXCAYATION LOAD tNTENStTY INCLUDES SURCNARGE dUE TO P-.025H' NORMAL CON5TRUCTION LOAQS� AND TRAFFIC LOADING DIAGRAM FOR ONE-TIER TIEBACK SYSTEM ,��"��, '�"sl Calculation Sheets F{��,�'�1C�,�1.TZOi; G+�:�.213r�1i'!' Project: Vail Front Door Contract No.: 07-3715 Location: Vail, CO. Sheet No.: Owner: VRDC Date: Apr. 3,2006 General Contractor: Hyder Construction, Inc. \ �'�-',�,�r�' P�= ACTIYE EARTH PRE55URE (ACTS QN CONTRIBUTORY WIDTH OF SHORING T0 50LOIER BEdM AB�YE THE BOTTOM OF EXGAYATION, 4N WIDTH OF SOLDIER BEAM BELOW THE BOTTOM OF EXCAYATION) Pp= PASSIVE E,ARtH PRESSIYE (AGTS UPON THREE H, TIMES DRIYEN BEAM WIDTH, THREE TIWES THE DRIIL HOLE DIAAtETER, OR SOLDIER BEAA1 SPACING, WHiCHEVER IS LESS} H = QESIGN NEIGHT IN FEET H H'= HEIGHT TQ' TOP OF SIOPE IN fEET BOTTOM SPACING = DISTANCE FRQM CENTER TO CENTER QF SOLDIER - OF BEAM EXCAVATION K' = W�DTH OF QRIVEN BEAM OR 'CIRILL HOI.E DIAMETER D = TOE PENETRATION IN FEET (DKIIN=H) MMAX = MAXIMUM MOMENT IN SOIDIER BEAM iN KIP—FEET FB = ALLOWABLE BENOINC STRE55 OF STEEL SOlD1ER ' � BEAM IN KSI SREQ = REQUIRED SECTION MODUIUS IN CU81C !INCHES Lt�iN = MtNIMUM LENGTH OF SOLdtER BEA�i H+D(IMIN=2•H) D Ai . ��PP �PA� EARTH PRESSURE DIAGRAM - GANTILEY�RED RETENTION SYSTEM • �� Calculation Sheets FOLJl\TDATIOl� GOi1�fI'A,.a�V'Y Project: Vail Front Door II Contract No.: 07-3715 Location: East Wall Building A Shoring Sheet No.: Owner: VRDC Date: April 4, 2006 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #15: Soldier Beams 30-35, 38-41, 46 Desiqn parameters for a one tier svstem: H= 11 ft (design height) H1 =4 ft (depth to tieback row) S= 10 ft (spacing) a =20 deg TIEBACK DESIGN B 1 = 1.901 kips B1•S DLT1 := DLT1 =20.235 kips cos�a��1 ft use#8� 75ksi bar L„:= 7ft La:= 15ft SOLDIER BEAM DESIGN M1 =—1.212kips•ft MMlt= 1.004kips•ft Mmax:= 1.212kips. ft lf Sreq�= Mmax'S Sreq=4.407 in3 0.66•Fb use 2-C10x15.3 Sall�= 2�1n3 Copyright 2005,Schnabel Foundation Company ' �� Calculation Sheets Fou�a�zo�v cc��a� Project: Vail Front Door II Contract No.: 07-3715 Location: East Wall Building A Shoring Sheet No.: Owner: VRDC Date: April 4, 2006 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #16: Soldier Beams 36-37 (cantilevered) Desiqn parameters for a cantilevered system: kips kips H= 7 ft (design height) Pa=0.034— P =0.35— ft3 p ft3 S= 10 ft (spacing) SOLDIER BEAM DESIGN Mmax=35.631 kips�ft Sreq•_ Mmax Sreg= 12.957 in3 use W 14x22 S 29in3 0.66•Fb all �_ L,,,;,, = 14 ft Case #17: Soldier Beams 27-29 (cantilevered) Desiqn parameters for a cantilevered svstem: kips kips H=9 ft (design height) Pa=0.034— PP= 0.35— ft3 ft3 S= 10 ft (spacing) SOLDIER BEAM DESIGN Mmax= �5.73kips•ft S1eq._ Mmax Sreq=2�•53g�n3 useW14x26 S 35.3in3 0.66•Fb all�_ L,,,;n = 18 ft Copyright 2005,Schnabel Foundation Company �� b�l Calculation Sheets FoUNDATI4IV CC)MPt�Y' Project: Vail Front Door II Contract No.: 07-3715 Location: East Wall Building A Shoring Sheet No.: Owner: VRDC Date: April 3, 2006 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #18: Soldier Beams 47-50 Desiqn parameters for a one tier svstem: H= 17 ft (design height) H1 =7 ft (depth to tieback row) S= 10 ft (spacing) a =20 deg TIEBACK DESIGN B1 =4913kips B1�S DLT1 := DLTI =52.283 kips cos�a�•1 ft use 1"� 75ksi bar Lu'— �ft La:= 20ft SOLDIER BEAM DESIGN Ml =—6.174kips•ft MMlt= 2.154kips•ft Mmax�= 6.1�4kips•ft lf Sre9._ Mmax's Sreq= 22.451 in3 0.66�Fb use 2-C10x15.3 Sall�= 2�1n3 Copyright 2005,Schnabei Foundation Company ' s� �� Caiculation Sheets FOi1NDAT`I.Oi� CC)MPA�T'Y Project: Vail Front Door il Contract No.: 07-3715 Location: East Wall Building A Shoring Sheet No.: Owner: VRDC Date: April 3, 2006 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #19: Soldier Beams 51-54 Desiqn parameters for a one tier svstem: H=21 ft (design height) H1 =9 ft (depth to tieback row) S= 10 ft (spacing) a =20 deg TIEBACK DESIGN B 1 =7.718 kips B1•S DLT1 := DLT1 = 82.128 kips cos�a�•1 ft use 1-1/4"� 150ksi bar Lu'— �ft La:= 20ft SOLDIER BEAM DESIGN M1 =—12.883 kips•ft MMIt= 3.087kips•ft Mmax�= 12.833kips• ft lf sreq= Mm� S Sreq=46.665 in3 0.66�Fb use 2-W14x22 Sall�= 58in3 Copyright 2005,Schnabel Foundation Company � �� b�l Calculation Sheets FOLJNDA'I'IOi� CO��II',F1.NY Project: Vail Front Door II Contract No.: 07-3715 Location: East Wall Building A Shoring Sheet No.: Owner: VRDC Date: April 3, 2006 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #20: Soldier Beams 26 (cantilevered) Desiqn parameters for a cantilevered system: H= 16 ft (design height) Pa=0.034 kips p =0.35 kips P ft3 ft3 S= 10 ft (spacing) SOLDIER BEAM DESIGN Mm�=319.125 kips•ft Sreq._ Mmax Sreq= 116.045 in3 use W 18x65 S 117in3 0.66�Fb all�_ L,,,;,, =32 ft Copyright 2005,Schnabel Foundation Company . �� 1 Calculation Sheets �C FOLINDATIUN COMPANY Project: Vail Front Door II Contract No.: 07-3715� Location: East Wall Building A Shoring Sheet No.: Owner: VRDC Date: April 4, 2006 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #21 : Soldier Beams 42-45 Desiqn parameters for a one tier svstem: H= 14 ft (design height) H1 =4 ft (depth to tieback row) S= 10 ft (spacing) a = 20 deg TIEBACK DESIGN B 1 =2.744 kips B1•S DLT1 := DLT1 =29.201 kips cos�a�•1 ft use#8� 75ksi bar Lu:= 7ft La:= 20ft SOLDIER BEAM DESIGN M1 =—1.297kips•ft MM1 =3.401 kips•ft Mmax�= 3.401kips• ft ]f Sreq._ Mmax'S STeq= 12.367 in3 0.66•Fb use 2-C10x15.3 Sall �= 27in3 Copyright 2005,Schnabel Foundation Company ` r � DESIGN CALCULATIONS Submitted to: Hyder Construction, Inc. for: . Vail Front Door- South Tunnel, South Wall & West Wall Excavation Shoring VAIL, COLORADO �y: REVIEW D By SCHNABEL FOUNDATION COMPANY Job No. 07-3715 MAY 2 6 006 February 17, 20.06 COLORADOINS CTION AGfNCY G��.��0 RE��u� �� c:;;��'�RA'y�'�:;��'R, U"� . �.fl . a� 2f�!�4� • �: .. 7'4 � . V� ��. � ��`��.� s ...... � ��NAL E� John A. Franceski COLORADO P.E.#28034 Schnabel FOUNDATION COMPANY � a • ` ��,�� Calculation Sheets FQ�f1,TI0�' CQi1��A,Z!'Y Contract No.:07-3715 Pro'ect: Vail Front Door Sheet No.: I o � Date: February 17,2006 Location: Vail,CO. �y: CHB Owner: VRDC Rev.By:JAF South Wall Permanent Shorinq BEDROCK EXCAVATION: For excavations in bedrock the following design parameters were used: Allowable bedrock/grout adhesion: 100 psi Diameter of drill hole: 3-3/4" ' Rock bolt angle(from horizontal) 1 S degrees Phi of bedrock: 40 degrees Surcharge pressure: 130 psf* Ho„e�b�raen (2:1 slope) From the above parameters the minimum required rock bolt length is calculated using the equation below_The equation gives the distance required to reach the critical failure wedge(see attached sheets)plus the reyuired bond length for any given height of rock excavation.This equation is provided because the actual depth to bedrock is currently estimated and in no situation will rock bolts be installed that are shorter than this equation allows. Minimum nait length (ft.)=0.5727 x Height above subgrade+9.903 The permanent facing will consist of a 6-0"thick layer of 4000 ps.i. shotcrete with 6 x 6-W2.9 x W2.9 welded wire mesh. The rock bolt heads will have a 8"x 8"x 7/8"thick plate with four'/e"0 x 5"shear studs spaced 6"apart.The plate thickness includes 1/8"of sacrificial steel as corrosion protection. The rock bolts will be installed such that the upper row of bolts is no deeper than 4' below the top of bedrock.The bolts will be spaced eveniy on an 8'x 8' grid pattern with no more than 64 square feet per bolt. All rock bolts will be epoxy coated 150ksi bar. SOIL EXCAVATION The shoring along the South Wall, above bedrock consists of tiebacks (anchoring 100 square feet each)and blocks (5' x 5') against a permanent shotcrete facing. The tieback. . loads were calculated using the greater of a 0.025 x Hso;�trapezoid loading diagram modified to include applicable surcharges (25(lpsf+a 2:1 infinite backslope)or global stability analysis using the computer program Slope/W. The required unbonded length however was,in all cases, calculated based on global stability(F.S. = 1.5). Soil parameters for the Slope/W analysis were c=0,phi=30 degrees, gamma= 130 pcf. Attached are the graphical outputs from Slope/W and a summary of the design loads calculated for internal stability.Also attached are calculation sheets for the shotcrete tieback blocks and permanent shotcrete facing. 1��;�,�� Calculation Sheets FflL3i�1�A'ITOI\ Cnb4PA,1�TY Contract No.: 07-3715 Pro'ect: Vail Front Door Sheet No.: 2�,,;�4- 1 Date: February 17,2006 Location: Vail,CO. By. �HB Owner: VRDC Rev.By.JAF South Wall Permanent Shorinq TIEBACK ANCHOR DESIGN SUMMARY � . Design Summary Height=40 feet Design loads(Lu,Lb,design control,tieback type): Tier 1 125 kips(Lu 20', Lb 30', global,4-0.6"strand) Tier 2 120 kips (Lu 18', Lb 25', global,4-0.6" strand) Tier 3 115 kips(Lu 15', Lb 25', global,4-0.6"strand) Tier 4 80 kips(Lu 15',Lb 20', global, 3-Q.6"strand) Design Summary Height=30 feet Design loads(Unbonded lengths): Tier 1 74 kips(Lu 15',Lb 20', global, 3-0.6"strand) Tier 2 83 kips(Lu 15', Lb 20', global, 3-0.6"strand) Tier 3 68.kips(Lu 10', Lb 20' global, 1"bar) Design Summary Height=20 feet Design loads(Unbonded lengths): Tier 1 52 kips(Lu 10', Lb 20', internal, 1"bar) Tier 2 52 kips (Lu 10', Lb 20', internal, 1"baz) *All strands 270 ksi double corrosion protected. f ��li��L.� Calculation Sheets FCQU�r`UAT`IOI�i COiVff'A.r\'Y Contract No.:07-3715 Project: Vail Front Door Sheet No.: 3�5 0 Location:Vail,CO. Date: February 17,2006 Owner: VRDC By� Cyg Rev.By:JAF South Wall Permanent Shorinq 20' Soil Height—Internal Stability TIEBACK LOADS Vai! Frant Door 20'DLT Yerification • Depn(g D ---------------------------------------------------=------------- 5 � to ts � � --------- n ��L I I =strazn :c fr ra Gust7€CrFSO�A�A.....sut:��3h�ts r�ics2>�ssase Licensed to C Baxter Schnabel Foundation Date 8 Time2t13/2006 7.36:11 PM File Name: , WALLHEGMT:�L�O ELi8E01dENT:OD� PkELENGTH:��6 61.1X..puAtENT:iu� AT DEPTN:tODO TIEBPf KFUP.CE: T1E6°rEK 'I�TAL HOP.Q. VEP.T. DEPTFf ANGLE 1 56.J0 SO.W OLO SLO OID 2 W.lO SD.W OPO bA0 DPO Tt�TAL VEP.Tk:?L FO P.0 E:�11C4 Loading diagram 0.031 S x H otal horizontal load= 101 ki ��11�� Caiculation Sheets F�LINDATIOiV CO�r1t`'Y . Cor�tract No.:0 -3715 Project: Vail Front Door Sheet No.: 50 Location:Vail,CO. Date: February 17,2006 Owner: VRDC By: CHB Rev.By:JAF South Wall Permanent Shorinq SLOPE/W Analysis 10D VAIL FRONT DOOR SLOPE STABILITY ANALYSIS SOUTH WALL so 2/17/2006 Height of soi1=20 ft. � �o so ..................... � � :s':i:'sssss'st' � :�t.50B':::::i:: :�:.^.:: t 40 � '� ..................... ..................... 2 � �p 2 to o . -�o _Zp 30 40 50 6� 70 � 90 10D i10 120 130 740 150 160 S70 1B0 Distance(ft.) _ _ _ _ _.. _. __ _ _. .. Factor of Safety= 1.5 Tieback Row 1: DLT 47kips, Lu= 12' Tieback Row 2: DLT 40kips, Lu=7' / I ��[�� Calculation Sheets FQUNG1�i,TION COA�iPA,I\''fi Contract No.:07-3715 • Project: Vail Front Door Sheet No.: 5f 5q Location: Vail,CO. Date: February 17,2006 Owner. VRDC By: CHB Rev.By:JAF South Wall Permanent Shorinq 30' Soil Height—Internal Stability TIEBACK LOADS Vail Front Door 3D'�LT 1ler��icativn � oepn�rg � o -- ------------------------------------------------------------ s � io �s � � � 3 30 ----'---- 0 1 y}.Y� � � � �*.?Awf ?CO Cb CltFlE.TC.;S�h'.t.�`.TA':.�Sc53dtJd F3K:d2i�35d:d Licensed to C Baxter Schnabel Foundation Date 8 Time:2n 3C2006 234:11 PM File Name: WP.LLNEIGHT:30DD EIIBED6IENT:ODD VILElENGTH:30DD 61?47C.NOLIENT:u'�.1� ATDEPTH:1?b5 TIE6AA:KFBP.CE: TIEBd.t:K 7C?T.4L H9P.C. L`EP.T. OEDTH ANGLE 1 fi2,E� �Bi ODi] SLO OD7 2 75.y 795� OPU 15�D Q�D 3 fi28� �8� dIN a.� DAO Loading diagram 0.0285 x H otal horizontal load=205 ki � � � � e e • � . � • �.. �. ,. ��. . • • -� � ' - � � � ' • � . �� ° • �� • - • - • � .� li � - � � � t :i :!.. � :•'•:'r., !0::.::•. ...,,..r., iiO��00i�i�. •••.�♦ ♦ ♦ !O�'�.�:O�i�i'�i•. •��O��i��• •��r .1 �.�.��`� .��♦ •��. •��i�0i�i i��OO��i OiO i�i•�. i0��• •��'O�, i��• •��. �Oi�60�i0 i i�i.�i i'i'Oi�ii4 i�•i�i��i Oi�'�'i i i i�i i�i��i� OO��i�� '• 0��•��. O�P�. �':..'••::.❖O�.��,.•,.�.�.�.�.., ^I �'�i0'��i oi':Oii��'i�O'ii�i0'i0i%i�. i�i��i d�i:��i��%�O��i�i�OO��i��i`. i0��i i�i��0i��O��00i'�i��i�i�i i0i�` i i�i��40��i i�i�ODi yi:�i00�i i�:Pi'i i iy�i��i'��. ♦♦ • ♦��♦ •��♦ ♦��♦ ��i��si��i��ii�. � �� ♦�� • ♦ •• ♦�♦ ♦��• ♦ J�� •��ti�• •��• •��• . � •:•:'y��• �• • •i. ..•M��• •��o:' •:'a.. � - - - - - , .._ � � � � � . . . .... . �..,.;. �,` - � : ----�-�;.__ . 3 � .p �,�;.� t �- �_-�---, ^"�.- -"? �� aw x . �" =��9 - � ;i � ';��,�, 1 , � . ,. � � $ � � �"� V^' :4 : 9 �" � � �5��.....:..c:.r.0 ��::.u�.�j�..z:,�a..s:i��c.�..�_...�.�1:s��:.._�.,.��:'�.i...:.�'.,...3f ��r.,,�I.:..,......._ — � i— I 1 •1 1 :1 1 :1 '1 11 1 7 1 �1 1 .� 1 :� � � • "�• � � , � I '�. � ! � i � '�. � � � �• • s . ��k��.�� Calculation Sheets �Q�7.NUATION Cni1'i�?.�1''Y Contract No.:07-3715 . Pro ect: Vail Front Door Sheet No_: ��R� J Date: February 17,2006 Location:Vail,CO. gy, C�{g Owner: VRDC Rev.By:JAF South Wall Permanent Shorinq 40' Soil Height—Internal Stability TIEBACK LOADS Vail Front Door 40'DLT Ver�cation Deptl titiy ' a ----------------------------------------------------------------- s � �a �s • � � � m � � �o --------- a ��L u � I St��urn yc F+Reb°pW.L�i:!-/StI�:A•H,2.Ta'�?.+aS'.1dAAl:3x.'�SS5.1:4 Licensed to C Baxter Schnabel Foundation Date 8�Time:2/1312006 2:30:37 PM File IVame: fMLLHEGMT:lODO EHBEDYENT:ODD PILELENGTH:I�AO 1!A%.quL1ENT:1367a AT DEPTH:20f7� TIEBPrC K fi�P.0 E: TIE6�lCF� T07P.L H9PC. 4'EP.T. OEPTH AHCIE I 63� 68uU ODD St0 ODQ 2 ��.� ios:�e a�o tsm om 3 iDi.% 105.Ib ODO ?5�0 Um � ssm bsxa am �m oao Loading diagram 0.0271 x H ` otal horizontal load=347 ki � ^ �� Calculation Sheets P(3l.l:ti`DATTON CO�A,t�"Y Contract No.:07-3715 ' Sheet No.: 4/�o _Project: Vail.Front Door _ - -. . - Date: February 17,2U06 . Location:Vail,CO. By; CHB Owner: VRDC Rev.By:JAF South Wall Permanent Shorinq SLOPE/W Analysis �oo VAIL FRONT DOOR SLOPE STABILI7Y ANALYSIS " SOUTH WALL so 2l17l2006 Height of soii=40 ft. so - �o ..... .. .:.. .. ..................... ..................... ..................... so .. ...... .. ..................... _. _ __. . _ ___ ..............1.ass.:: so • :`•:'•:T' _ � . .. . . . . ... � L 40 ..................... � ..................... ,� 2 30 20 10 0 1 -10 _20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 1B0 Distance(ft.) Faetor of Safety= 1_5 Tieback Row 1:DLT 125kips, Lu=20' Tieback Row 2:DLT 120kips,Lu= 18' Tieback Row 3: DLT 115kips,Lu= 14' Tieback Row 4: DLT 80kips,Lu=7' ' a/5 0 - SC�111�Ib�I ` S.TABtL1TY ANALYSIS 16' rock /40' earth Foundation Company Vail Front Door 2-17-06 _ South Wall Permanent Shoring .. ,-� • .�`'�'��`��' �:� ' , �-�a .; . Total Height of WaU: ::16 ft Wall Batter(0=verticalj: 5.7 degrees Inclination of Backslope: ' �'0 degrees _ ,_ . ... . . . _ .._ Of OG O� E - Friction Angle: 40 degrees Dip of Critical Surface: Search Depth to Bottom of Layer 1: �:0 ft below Top of Wall � Unit Weight-Layer 1: �.'� ::1.30 pcf Unit Weight-Layer 2: ' .160 pcf ..�.� - e Water Table Location: ;=10 ft above Bottom of Wall Pressure Head at Bottom of Wall: , 1 Zero (see drawing --►) Pressure Factor: _,,..;,;_=;,:.;`0�5 (reduces water pressure) Full Zero Verticaf Point Load: ; kips Horizontal Point Load: �kips �-► Distance Behind Toe: ,,, , ::, . ; it Verticaf Pressure on Backslope: ��:5800 psf Horizontal Pressure on WaIL• �psf Vertical Seismic Ccefficient: �g Horizontal Seismic Coe�cient: �g Desired Factor of Safety: . , 1:35 Note: Factor of Safety is applied to tangent of Friction Angle. f> , Dip of Critical SurFace,a: 'S7 degrees Total Weight of Wedge,W: ::11.3 kips Total Water Force, U: U,9 kips Total Vertical Surcharge Load, Sv: 51.0 kips Vertical Seismic Load, E,,: ;: 0 0 kips Total Horizontal Surcharge Load,SH: � =��0, kips Horizontal Seismic Load, EH: '�0 0 kips Closure Angle=90-(90-�mob)-a: �:25 1: degrees Horizontal Force Required, H: ��9,"8 kips/LF of wall Inclination of Reinforcement: 15:0 degrees (nclude Vert. Component of Reinforcement? �:Yes Force Required @ fnclination,T: ;" ��5,�1 kips/LF of wall Copyright 05/17/2005 Schnabel Foundation Company � � �Q�So Excavation Geometry . � I �' __._ � __._..__..__._ ..._;... ,o � / Ground Surface , � — �Critical Surface �, / - - - Soil interface Water Table 0 -to o to zo USE 8'x8' PATTERN FOR ROCK BOLTS DLT 140kips, USE 1-3/8"150ksi BAR Depth to Row Length of rock bolt sub rade (ft.minimum) 12 1 17 4 2 13 . Copyright 05l17/2005 Schnabel Foundation Company � � r �� . - �5 0 - SC�IIl�bel� STABILITY ANALYS(S 20' rock / 30' earth Foundation Company; Vail Front Door 2-17-06 South Wall Permanenf Shoring �,,I�:�Excaua i - e� Total Height of Wa►I: 20 ft Wall Batter(0=vertical): 5.7 degrees Inclination of Backslope: :.:`0 degrees . �j� TR C ,O f�; Friction Angle: 40 degrees Dip of Critical Surface: ' Search Depth to Bottom of Layer 1: �•0 ft below Top of Wall • Unit Weight-Layer'I: ___,,;:':;;130 pcf Unit Weight-Layer 2: ,160 pcf _ :�a�� Water Table Location: ::�20 ft above Bottom of Wall Pressure Head at Bottom.of Wall: �; Zero (see drawing —�) Pressure Factor. ; 0.;5 (reduces water pressure) Full Zero Vertical Point Load: . kips Horizontal Point Load: �kips �—► Distance Behind Toe: ft Vertical Pressure on Backslope: :-'�45.50 psf Horizontal Pressure.on Wall: �psf Vertical Seismic Coefficient: r��g Horizontal Seismic Coefficient: �9 �, . - c ; . :- : Desired Factor of Safety: ::�-=1:35 Note: Factor of Safety is apPlied to tangent of Friction Angle. � Dip of Critical Surface,a: 57 degrees Total Weight of Wedge,W: 17;6 kips Total Water Force, U: = 8".7 kips Tota!Vertical Surcharge Load, S�: � 50 0 kips Vertical Seismic Load, E�: Y �Q 0 kips Total Horizontal Surcharge Load,SH: y:', 0 0 kips Horizontal Seismic Load, EH: �,� 0 0 kips Closure Angle=90-(90-4>mob�-Q• ;25=?k degrees Horizontal Force Required, H: °`'",�33�9. kips/LF of wall Inclination of Reinforcement: ,"1.5:0 degrees Include Vert.Component of Reinforcement? '.. _.,Yes Force Required @ Inclination,T: '��T.s�,"`"44�1, kips/LF of wall _. , .. Copyright OS/17/2005 Schnabel Founda6on Company . �Z/ ' fj0 � Excavation Geometry 30 20 � �: ° ; _ � ! , ; 10 ' Ground Surface / — —Critical Surface � � SoillnterFace � Water Table 0 -10 Q 10 20 30 , USE 8'x8'PATTERN FOR ROCK BOLTS DLT 129kips, USE 1-3/8"150ksi BAR Depth to Row Length of rock bolt sub rade (ft.minimum) 16 1 20 8 2 15 4 3 13 Copyright 05/17/2005 Schnabet Foundation Company � �3 ► �3° • SC�IIl�.`beI ' � STABILITY ANALYSIS 25' rock / 30' earth Rounda:tio'n Gompany: '�< Vail Front Door 2-47-06_ South Wall Permanent Shoring �I�I��XC��lO�� ; _ -.,......, �,.�.,��:�h .� . Total Height of Wall: 25 ft Wali Batter(0=vertical): 5_7 degrees Inclination of Backsiope: � 0 degrees ,�.. O,I��,, O.� ef�l„_S'_ «a.-�.�.�.�..,.W..,.. ..�,.��p�,.�., . . Friction Angle: � 40 degrees Dip of Critical Surface: Search Depth to Bottom of Layer 1: `0 ft below Top of Wall � Unit Weight-Layer 1: :; 1.30 pcf Unit Weight-Layer 2: '�` 1.6.0 pcf �U e �;_ . Water Table Location: :25 ft above Bottom of Wall Pressure Head at Bottom of WaN: � ' Zero (see drawing --►) Pressure Factor: :0:5 (reduces water pressure) Full Zero � 1' �O S Vertical Point Load: '"; kips Horizontal Point Load: �kips L—► Distance Behind Toe: �.�,;_ ._..' ft Vertical Pressure on Backslope: 455.0 psf Horizontal Pressure on Wall: . �psf Vertical Seismic Coefficient: C�9 Horizontal Seismic Coefficient: r��9 .� �a�. Desired Factor of Safety: 1.3.5 Note: Factor of Safety is applied to tangent of Friction Angle. � fl.O:.. Dip of Critical SurFace,a: Y57 degrees Total Weight of Wedge,W: 27�5 kips Total Water Force, U: ; 5;8 kips Total.Vertical Surcharge Load,S,�: ! 62 5 kips Vertical Seismic Load, E�: 0 0 kips Total Horizontal Surcharge Load,S,,: ; 0.0 kips Horizontal Seismic Load, E,,: r� O:U, kips Closure Angle=90-(90-�Dmob)-a: ``25.1 degcees s�I" Horizontal Force Required, H: �,�, ��;5 6 kips/LF of wall Inclination of Reinforcement: .�5:0 degrees Include Vert. Component of Reinforcement? =:Yes Force Required @ Inclination,T: �" y:�?��4�0 kips/LF of wall . ,., ..,. ... . .. . . Copyright 05/17/2005 Schnabel Foundation Company f • {�{/'o _ Excavation Geometry . 30 ' 20 �� . _ � 10 Ground Surface � — —Critical SuAace � - - - Soillnterface � Water Table 0 -10 0 10 USE 8'x8'PATTERN FOR ROCK BOLTS DLT 138kips,USE 1-3/8"150ksi BAR Depth to Row Length of rock bolt sub rasie ft.minimum 21 1 22 13 2 18 5 3 13 Copyright 05/17/2005 Schnabel Foundation Company � �5�50 SC�111a.be� STABILITY ANALYSIS 35' rock /.,22' earth Foundation Company Vail Front Door 2-17-06< South Wa{I Permanent Shoring � � � - � . __ �( [� - ; a p, ~ p�:e . Total Height of Wall: 35 ft Wall Batter(0=vertical}: 5.7 degrees Inclination of Backslope: ;:0 degrees . ' . �.:.: � �.r..4��.�.�.e� _ : Friction Angle: 4..40 degrees Dip of Critical Surface: Search Depth to Bottom of Layer 1: ::,0 ft below Top of Wall � Unit Weight-Layer 1: � �13Q pcf _ Unit Weight-Layer 2: =:, =160 pcf Water Table Location: •�=35 ft above Bottom of Wall Pressure Head at Bottom of Wall: F;Zero: (see drawing —►) Press�re Factor: ,: ,. :: -0:5 (reduces water pressure) ....,r.... Full Zero . . -1��s..,�� ct Vertical Point Load: ; : kips Horizontal Point Load: �kips �—► Distance Behind Toe: �:; �, ,�:ft Vertical Pressure on Backslope: �'351U: psf Horizontal Pressure on Wall: �psf Vertical Seismic Coefficient: �9 Horizontal Seismic Coefficient: �9 Desired Factor of Safety: ;>:.1.:'35 Note: Factor of Safety is applied to tangent of Friction Angle. ��. Dip of Critical Surface,a: °57;degrees Total Weight of Wedge,W: - , ,,:..:�.53:9 kips Total Water Force, U: �11 �1 kips Total Vertical Surcharge Load, S�: �67 5 kips Vertical Seismic Load, E�: ' �0� kips Total Horizontal Surcharge Load,SH: �U Q kips Horizontal Seismic Load, EH: ,0 0 kips Closure Angle=90-(90-�mob)-a�: =�25;1 degrees ,�,,, � , Horizonta! Force Required, H: ,��:{r fi3:6 kips/!.F of wafl �,. Inclination of Reinforcement: `95.0 degrees Inc(ude Vert.Component of Reinforcement? Yes Force Required @ Inclination,T: �� : ',�7,��:3 kips/LF ofwall Copyright 05/17/2005 Schnabel Foundation Company ' I��So Excavation Geometry 40 ; : ` ` �.-__. � 30 � ' � _ _ ._ _.� i 20 '� ' Ground Surface _..._I � ' ' _.._..,......____. ; _---�--..s_�,..-------,.---.._._...._..._.. 10 — —Critical Surface - - Soillnterface ` � Water Table 0 -10 0 10 20 30 USE 8'x8'PATTERN FOR ROCK BOLTS DLT 137kips,USE 1-3/8"150ksi BAR Depth to Row Length of rock bolt subgrade ft.minimum) 31 1 28 23 2 24 15 3 19 7 4 14 Copyright 05/17/2005 Schnabef Foundation Company : Schn�abel Calculation Sheets FOUNDAT'[ON COMPANY Project: Vail Front Door Contract No.• 07-3715 Location: Vail,CO. Sheet No.:� Owner: VRDC Date: February 17,2006 By: CHB Rev.By:JAF South:Excavation Shoring: Tieback Block Desi n,80 ki load : � ~- � 9 p - . _ Tieback anchor design: DLTN:= 80kips DLTfac�- DLTN•1.3 �ACI 318-OZ 9.2.2 eq.9-21oad factor H) Wall design: f�:= 4000psi fy:= 60ksi e U := 0.003 s t:= 0.004 (31 := 0.85 sqf�:= 63.246psi (Beta 1 from ACI 318-02 10.2.7.3) �bearing�— ��65 �shear�— 0�75 �tension�- 0.9 (Theta values from ACI 318-02 9.3.2.2b) diameterhole�— �14mm Minimum bearing plate size for tie to concrete interaction: diameterhole 2 2 Areahole'— n'( 2 � Areahole - �5.821 in Xplate�- �•Sin DLTN 2 e N=- Are N-36.199 in (ACI 318-0210.17.1) � 9 RI'fc'�bearing 9 Areaplate'— Xplate2 Areaplate-56.25 in2 Areaplate—Areahole-40.429 inZ earing plate dimensions: 7.5"x 7.5" dshear'— �•�Sin (dsnear�s depth to reintorcement) Block dimensions x:= SR Factored earth pressure qfac� Pfac:= DLTN•13 Pfac — I��ps 9fac�- Pf zC 9fac=4.161csf X (ACI 318-02 9.2.2 eq.9-2 foad factor H) The block is designed as an individual column footing supporting a sing/e tieback. � 5��[�b�l Calculation Sheets FovrmATtorr coNrnarrY Project: Vail Front Door Contract Na.: 07-3715 Location: Vail,CO. Sheet No.: IaLSo Owner: VRdC Date: February 17,2006 By: CHB Rev.By:JAF � .South�:Excava#ion Shorinq: Tieback Block Design 80 kip. load - �- - � Block shear calculations: dshear-�•�Sin Two-way shear for a factored column load: b := 4•�xp + d � b =61 in 2 bo 2 o late shear o Vul '– qfac' x – — Vu1 =97.282kips 4 V�p:= 4•sqf�•bo•dshear V�p= 1 I9.598 kips �ucp�– �shear'V�p �V�p= 89.699 kips Depth is adequate for the factored shear Vu1 (�Vcp>Vu1). One-way shear for a factored column load at distance dsnear from the centerline of the tieback: Vu2:= qfac'[(2 – �2 te –dshear)�xJ Vu2 =32.0671dps uc=- 2'Sgfc'�X'dshear� V� =58.8191dps �uc�– �shear'V� �V�=44.114kips . - �C��t1�,b��, Calculation Sheets FOUNDATION COMPANY Project: Vail Front Door Contract No.: 07-3715 Location: Vail,CO. Sheet No.: i9/so Owner: VRDC Date: February 17,2006 Sy: CHB Rev.By:JAF .�. �:.South Ex�avatinn°Shorinq: Tieback Block Design 80 kip load � - vva�� remrvrcemeni ca��uiaiivns: 2 x '�piate 2 — 2 ) Muh-= 9fac' 2 'x Muh=49.766kips•ft , A ._ Muh A = 1.638in2 area required by analysis S �tension�fy'�dshear— lin) S 3•sqf� 2 Asminlv'— f •x•dshear `�'sminlv- 1.47in Y 200•lb -x•d area required by ACI318-02 10.5.1 2 shear m 2 Asmin2v'— f Asmin2v- 1.55 in . Y Asmin3v�— 133-As Asmin3v-2•179in2 area required by ACI318-02 10.5.3,which superceedes 10.5.1 if it is less Nobar'— 8 As6 �— -31in 2 Nobar'As6 -2-48in2 we wiil be providing 8#5 bars flanking the anchors each way Id=38db per commentary in ACI 318-02 R12.2.for normal weight concrete,uncoated reinforcement, No.6 or smaller bars. Development Lenqth X—Xplate ldavail'— 2 idavail-26.25in dbs:= 5 in 1dre9:= 38•dbs 1�.�=23.75 in (with 25"+available,the development length is sufficient) 8 . Sc�ur�►a.bel Calculation Sheets ' FOLJNDATION COMPANY Project: Vaii Front Door ' Contract No.: 07-3715 Location: Vail,CO. Sheet No.: 20 Owner: VRDC Date: February 17,2006 By: CHB Rev. By:JAF - . South Excavation Shorinq: Tieback Block Design 125 kip load Tieback anchor design: DLTN:= 125kips DLTfac�- DLTN•13 (ACI 318-02 9.2.2 eq.9-2 load factor H) Wall design: f�:= 4000psi fY:= 64ksi s u:= 0.003 s t:= 0.004 �i 1 := 0.85 sqf�:= 63.246psi � •— 0.65 � '— 0.75 �tension�— 0•9 (Beta 1 from ACI 318-02 10_2.7.3) bearing•— shear= (Theta values from ACI 318-02 9.3.2.2b) diameterhole�— 114mm Minimum bearing plate size for tie to conccete interaction: rdiameterhole 2 2 Areahole'— ��I 2 � Areahole- 15.821 in ��ate�— 8•7Sin � DLTN 2 �re N�- �re N—56.561 in (nCl 3�8-02�0.�7.�) 9 p 1'fc'�bearing 9 Areap2ate'— Xplate Areap�ate—�6.563 in2 Areap�ate—Areahole—60.742 in2 earing plate dimensions: 8-3/4"x 8-3/4" ashear�- 10.25in (dsnear�s depth to reinforcement) Block dimensions x:= Sft Factored earth pressure qfac� Pfac:= DLTN•13 Pfac= 162.Skips 9fac'- pf2C qfac-6.Sksf X (ACI 31&02 9.2.2 eq.9-2 load factor H) The block is designed as an individual column footing supporting a single tieback. � �ch�a.bel �alculation Sheets FOUNDATION COMPANY Project: Vaii Front Door Contract No.: 07-3715 Location: Vail,CO. SheetNo.: z�./5o Owner: VRDC Date: February 17,2006 By: CHB Rev.By:JAF South Ezcava#ian Shorinq: Tieback Block Design 125 kip load � Block shear calculations: dshear- 10.25in Two-way shear for a factored column load: ti .:= 4• +d b =76in b 2 o . �Xplate shear� o Vul '— 9fac' X2—(�) Vul = 146.205 kips 4 ucp'' 4'Sgfc'bo'dshear V�P= 197.075 kips �V�p= �shear'V�P �V�P= 147.806 kips Depth is adequate for the factored shear Vu1 (�Vcp>Vu1). One-way shear for a factored column foad at distance dsnear from the centerline of the tieback: Vu2 := 9fac'[C2 — �2 te —dshear)'X� Vu2=41.641 kips V�:= 2•sqf�•�x•dshear� V�=77.793 kips �uc'— �shear'V� �V�=58.344 kips SC�L.I�.b�l, Calculation Sheets FOLJNDATTON COMI'ANY Project: Vail Front Door Contract No.: 07-3715 Location: Vail,CO. Sheet No.: zL 5 Owner: VRDC Date: February 17.2006 By: CHB Rev.By:JAF South Excavation Shorinq: Tieback Block Design 125 kip load Wall reinforcement calculations: 2 x xplate • . \2 2 _ Muh'— qfac' •x MUh—74.1 kips•ft 2 A ._ Muh A = 1.78 in2 area required by analysis S �tension'fy'�dshear— lin} s 3•sqf� 2 '°`sminlv�— f 'x•dshear Asminlv- 1.945in Y 200•�b •x•d area required by ACI318-02 10.5.1 2 shear �n 2 Asmin2v�- f `�smin2v-2.05 in Y Asmin3v�- 133-As �`smin3v-2-368in2 area required by ACI318-02 10.5.3,which superceedes 10.5.1 if it is less Nobar:= 8 As6 :_ .31in2 Nobar'�`s6-2'48 m2 We will be providing 8#5 bars flanking the anchors each way Id=38db per commentary in AC!318-02 R12.2.for normal weight concrete,uncoated reinforcement, No.6 or smaller bars. Development lenc�th X—Xplate idavail'— 2 Idavait -25.625 in db5:= g in tdreq:= 38-db5 Idreq-23.75 in (with 25"+available,the devetopment length is su�cient} . 5cl�ur�►,abe� Calculation Sheets FOIJNDATTON COMPANY Project: Vait FroFlt Door Contract No.: 07-3715 Location: Vail,CO. Sheet No.: 2�L,�n,_ Owner: VRDC Date: February 17,2006 By: CHB Rev. By:JAF South Excavation Shorinq: Permanent facing shear calculations Tieback anchor design: DLTN:= 125kips Wall design: f�:= 4000psi fy:= 60ksi su:= 0.003 st:= 0.004 (31 _= 0.85 sqf�:= 63.246psi {Beta 1 from ACI 318-0210.2.7.3)_ �bearing�— 0.65 �shear�— 0�75 �tension� 0.9 (Theta values from ACI 31&02 9.3.2.2b) diameterhole=— 114mm dshear'— 3.25in (dsnea�is depth to wall reinforcement from tieback block reinforcement) Block dimensions x:= Sft (block dimensions,5'x 5'square) A:= lOft (tieback load area dimension,10'x 10' square) Factored earth pressure q��: Pfac:= DLTN•13 Pfac— 162.5 kips 4fac�— Pf 2 qfac- 1.625 ksf A Block shear calculations: Two-way shear for a factored column load: bo:= 4•�x+ dshear� bo =253 in b 2 Vul �- 4fac' A2—(�J Vul - 117.355 kips 4 V�p:= 4-sqfc�bo'dshear V�p=208.016 kips �ucp�- �shear"V�p �V�p= 156.012 kips Depth is adequate for the factored shear Vui (�Vcp>Vu1). One-way shear for a factored column load at distance dsnear from the centerline of the tieback: Vu2:= 9fac�[(a —x —dshear)'A] Vu2=36.224kips 2 2 V�:= 2•sqf�•�A•dshear� V�=49.332kips �uc'— �shear'V� �V�=36.999kips " Schnabel FOUNDATION COMPANY ?��5 0 � Schnabel Foundation Company Vail Front Door-Permanent South Wall February 17,2006 _ ' �'��,�r�..:�e_ �� . - Enter the foltowing_variables: Nofe:Enter 0 if not applicable AASHTO Load Combination 1,4 or 7:(Table 4.3) r�� Nai!Spacing Horizontal nail spacing:(ft) � Vertical nail spacing:(ft) 5. Facing Properties and Thickness: Material:shotcrete or CIP concrete? Shotcrete Shotcrete/concrete thickness: (in) ':7;° Shotcrete/concrete wmpressive strength: (psi) '°:4500;;': ' Horizontal ReinforcemeM Bar spacing: (in) =1:2 .,> aasyro:max spa��y=Ls'T,or 18 in. B8f SIZ@#: (3-9� 4,':,,,_•4 Required length of lap splice(in)= 20.52 Yield stress:(ksi} 60._;� Aashro,161h Edition,A�tic%8.32.1.4,p.193 Non-contact!ap splices see Arficle 8.32.1.3 Vertical Reinforcement Bar spacing: (in) .12• ,': aasHro:m�r.sPa�;ny=ts�T or te in. B8�SIZe#: (3-9� 4.; "" Required tength of lap splice pn)= 20.52 Yield stress:(ksi) 60: �: aASHro,16th Edition,Art/c!e 8.32.1.4,p.193 Non-contact lap splices see Article 8.32.l.3 Bearing Plate Details Bearing plate width:(in) ;�,2 � Bearing plate thickness:(in) ;0.75 � Yield Stress:(ksi) 36:. .• Headed Stud Details(See Table F.3) Note: Design assumes 4 studs per plate Stud spacing(cc): (in) 9` � Stud length(after weld): (in) :,4:25 :': Diameter of stud body: (in) 1.; � Diameter of stud head:(in) 2:5 {:� Head thickness: (in) ,1;; ° Ultimate Stress:(ksi) �6Q'� :' Drill Hole Diameter:(in) 3.5 P> Permanent Facing Copyright 2004 Schnabel Foundation Company ' Minimum and Maximum Reinforcement Ratio Check AASHTO Requirements: 2 5��o � ---►To Ensure Ductile Failure: Minimum horizontal reinforcement ratio: (requirement waived per FHWA, DP 103,Sec6on 4.7.1,p. 106) Maximum horizontat reinforcement ratio: �O�,tY13 Ma�mum verticaf reinforcement ratio: ��`�3� Checking AASHTO maximum steel requirement... OK —►Shrinkage and Temperature Reinforcement: Minimum reinforcement=0.125 in2 per foot,regardfess of wall thickness. AASHTO,16th Edition,Article 8.20.f,p.187 Checking AASHTO minimum steel requirement for shrinkage and temperature... OK FHWA Requiremenis: No additional requirements for permanent walls. Flexural Strength Calculations . Flexure Pressure Factor,C,,(Table 4.2)_ � Horizontal Positive Moment Capacity(kip-ft/ft)= 3.37 Horizontal Negative Moment Capacity(kip-ft/ft)= 3.37 Vertical Positive Moment Capacity(kip-ft/ft)= 3.37 Vertical Negative Moment Capaaty(kip-fUft)= 3.37 Nom.Nail Head Strength for Flexure,Tfi(klpS)= 53.91 "Both vertical and horizontal moment capacities govem. Allowable Nail Head Load for Flexure,Tf(kips)_ ��;: _= CONTROLS "See Table 4.4 Punching Shear Calculation Internal Punching Shear Strength,V„(kips)= 59:01 "Group pullout of studs govems. Do you wish to consider soil reaction contribution to punching capacity? �Yes�: Shear Pressure Factor,C5, (Table 4.2)_ � Nominal Punching Shear Strength,T�,(kips)= 63.88 Allowable Nail Head Load for Punching,Tf(kips)_ "*See Table 4.4 Headed Studs Tensile Strength Calculation Nominal Headed Stud Tensile Strength,Tfi, (kips)= 188.50 Allowable Nail Head Load for Tension,T�(kips)_ ;;�(2�6:�L9'� Empirical Minimum Allowable Nail Head Service Load Check Enter the following variables: Empiricat coefficient F: (0.3-0.7,use 0.5) -.0:5;: ;° Active earth pressure coefficient Ka:' 0:35 " Soil Unit Weight:(pcfl 1,15;' ';_ Wall Height: (ft} _:65'= `:; 'If Ka is not known,enter Ka=0 above and estimate active load Pa:(kips/ft of walf) � Esfimated Nail Head Service Load(kips)_ ,_. �,� Facing design exceeds estimated service load requirements. No revision required. Permanent Facing Copyright 2004 Schnabel FoundaUon Comparry r Schna�iel Z �5° FOUNDATION COMPANY Schnabel Foundation Company Vail Front Door-Pennanent South Wall � February 17,2006 �� ''e 17es:i' =e� FHWA requires that the upper cantilever portion of soil nail wall facings be checked for structural adequacy. This check is required because the upper cantilever is unable to distribute load by soil arching to adjacent spans. Permanent facings must also be checked for serviceability. IMPORTANT: Do you wish to calculate values corresponding to.the Temporary Facing or Permanent Facing worksheet? �c�.'��Pe�nane�►t;� :r: Enter the following variables: Uppercantileverspan: (ft) ;�a�:�'�2?� Active earth pressure coefficient ICa:' ;.;Tf; ;;; ;�>� Soil unitweight:(pcfl �:�130:;�� Surcharge load:(ps� �20QOr� 'If Ka is not known: 1.EnCer Ka=0 above 2. Estimate active load Pa: (kips/ft of wall) �r�:� � � 3. Enter point of application:(ft above the nail head) r��"�� Shear Capacity Nominal shear strength of.cantilever:(kipslft) 5.63 Allowable shear strength of cantilever:(kips/ft) Estimated service shear: (kipslft) Shear capacity OK. No revision required. Moment Capacity Nominal moment capacity of cantilever:(kip-fUft) 3.37 Allowable moment capacity of cantilever: (kip-ft/ft) Estimated service moment:(kip-ff/ft) Moment capacity OK. No revision required. Servieeability Check Service steel stress limit:(ksi) � Service steel stress:(ksi) Seviceability check OK. No revision required. . Upper Cantilever Copyright 2004 Schna6ef Foundation Company ��,�� Caiculation Sheets Fa�1�IJA'ITQI\ CQ1�4?ANX Contract No.:07-3715 Pro'ect: Vaii Front Door Sheet No:: 2�f 60 1 Date: February 17,2006 Location: Vait,CO. By: CHB Owner: VRDC Rev.By:JAF South Tunnel Shorinq BEDROCK EXCAVATION: For excavations in bedrock the following design parameters were used: Allowable bedrock/grout adhesion: 100 psi Diameter of drill hole: 3-3/4" ' Rock bolt angle(from horizontal) 15 degrees Phi of bedrock: 40 degrees Surcharge pressure: 2 ksf Surcharge under footings: 20 ksf From the above parameters the minimum required rock bolt length is calculated using the equation below.The equation gives the distance required to reach the critical failure wedge(see attached sheets)plus the required bond length for any given height of rock excavation.This equation is provided because the actual depth to bedrock is currently estimated and in no situation will rock bolts be installed that are shorter than this equation allows. Minimutn nail length(ft.)=0.5727 x Height above subgrade+9.903 The permanent facing will consist of a 6-1/2"thick layer of 4000 p.s.i. shotcrete with 6 x 6-W2.9 x W2.9 welded wire mesh.The rock bolt heads will have a 8"x 8"x 7/8"thick plate with four 3/4"�d x 5"shear studs spaced 6"apart.The plate thickness includes 1/8"of sacrificial steel as corrosion protection. The rock bolts will be installed such that the upper row of bolts is no deeper than 4' below the top of bedrock.The bolts will be spaced evenly on an 8'x S' grid pattern with no more than 64 square feet per bolt. SOIL EXCAVATION The total depth of excavation in soil along the permanent South Tunnel Wall(to the intersection with the main south excavation wall)is not expected to exceed 27'.Due to uncertainty in the bedrock elevation however,the shoring along the South Tunnel wall that is in soil will be installed with the expectarion that bedrock is below subgrade.As such the top-down installation (and this design)will assume a full height of soil. Where bedrock is encountered before subgrade, the shoring will continue as described above(BEDROCK EXCAVATIOl�.Attached are the design sheets for permanent soil nailing of a 27'high cut including a permanent facing. , Ze` 50 � SC�lrlabe� STABILITY ANALYSIS 20' Excavation Foundation Comp�n3� Vail Front Door 2-17-06 Permanent South Tunnel Shoring :� -� ,. � _., - . :�t �,�c��.,�...; '..e; ;.��,� Total Height of WaIL 20 ft Walf Batter(0 =vertical); 0 degrees Inclination of Backslope: 0 degrees _ . . _ . . .. „ . � - , .�°- � � n ,._._ r.��,. u.. �rope;res Friction Angle: ` ,40 degrees Dip of Critical Surface: Search Depth to Bottom of Layer 1: 0 ft below Top of Wail � Unit Weight-Layer 1: 0 pcf Unit Weight-Layer 2: 160 pcf . Water Table Location: 20 ft above Bottom of Wall Pressure Head at Bottom of Wall: ' Zero (see drawing --►} Pressure Factor. ; 0.5 (reduces water pressure) Full Zero �` �:.��5 `�' Vertical Point Load: kips Horizontal Point Load: � �kips �--► Distance Behind Tc^: _ , ft Vertical Pressure on Backslope: ` -2000 psf Horizontal Fressure on Wall: �psf Vertical Seismic Coe�cient_ O9 Horizontal Seismic Coefficient: �g . , e�,: Desired Factor of Safety: ': .. 1.35 Note: Factor of Safety is applied to tangent of Friction Angle. io� - Dip of Critical Surface,a: �,'.61. degrees Total Weight of Wedge,W: " 17:7 kips Total Water Force, U: " 3:6 kips Total Vertical Surcharge Load,S,,: .::: 22;2 kips Verticat Seismic Load, E�: 0:0 kips Total Horizontal Surcharge Load, SH: _: 0:0 kips Horizontal Seismic Load, EH: � �U,U kips Closure Angle=90-(90-�mob)-a: ;29::1 degrees , . _ w h t.w es ` -:r. �'�`yz: Horizontal Force Required, H: � r�� kips/LF of wall Inclination of Reinforcement: "::15:0 degrees Include Ve�t. Component of Reinforcement? Yes Force Required @ Inclination,T: ,��`�t29;,7 kips/LF of wall Copyright 05/17/2005 Schnabel Foundation Company . , Excavation Geometry Z�'�5o ao ..---._.._....-.--..---_______-__._....._._.__...----.___._.._.........--?---._......____._.... 30 _......_...------- ' ........----- 20 �; / Ground Surface -----.... _. ._ .. ._.. _____---. . _..___ . ;.... . _.........__.._ 10 — —CriUcal Surface � - � Soillnterface / Water Table 0 -10 0 10 20 30 40 USE 8'X8'PATTERN F4R ROCK BOLTS DLT 95kips,USE 1-1/4"150ksi BAR Depth to Row Length of rock boit � sub rade ft.minimum) 16 1 20 8 2 15 Copyright 05/17/2005 Schnabel Foundation Company . , 3 0/5 0 � Schnabel sTABILITY ANALYSIS 29' Excavation Foundation Company Vaii Front Door 2-17-06 Permanent South Tunnel Shoring .. .. . ,� _ . . °�` � `111�a1�Ex�a`��on��,o�e s: , . - , �� .: . -....�_,-.;�,._u_,.. � _ . . Total Height of VNall: `29 ft Wall Batter(0=vertical): 0 degrees Inclination of Backslope: ' ' '0 degrees � �� . _ , r _ . . � SOI��.S' .. .,.�..... Friction Angle: �.�4.0 degrees Dip of Critical SurFace: Search Depth to Bottom of Layer 1: 0 ft below Top of Wall • Unit Weight-Layer 1: � `0 pcf Unit Weight-Layer 2: '�160 pcf .,'�� *` Water Table Location: .�29 ft above Bottom of Wall Pressure Head at Bottom of Walk • ;Zero (see drawing --►} Pressure Factor. . ;=0.5 (reduces water pressure) Full Zero ,�.�#.�" ��9�.�$��s�ti I�o'�d. Vertical Point Load: `.' kips Horizontal Point Load: �kips �—► Distance Behind Toe: _, ` ..,,' ft Vertical Pressure on Backslope: ° �2000' psf Horizontal Pressure on Wall: C�psf Vertical Seismic Coe�cient: O9 Horizontal Seismic Coefficient: C�9 � �._ . . ..; , : E�.. ��' Desired Factor of Safety: ,;._,1:35 Note: Factor of Safety is applied to tangent of Friction Angle. „, _- � .,- _ ;�..,ta��o :r��;., � Dip of Criticat SurFace,a: ,_ .;:,._.;61 degrees Total Weight of Wedge,W: ''':37.3 kips Total WaterForce, U: .; 7.5 kips Total Vertical Surcharge Load,S�: � 32,1. kips Vertical Seismic Load, E�: �O:U, kips Total Horizontal Surcharge Load, S,�: � 0;0 kips Horizontal Seismic Load, EH: Q.0 kips Closure Angle=90-(90-�mob)-a: � ;`;_29.1 degrees - - _ _ . . ._ . ._. �t�.: Horizontal Force Required,H: '" ;��;;.':q,�'�2 kips/LF of wall ; Inclination of Reinforcement: ; . 15:0 degrees fnclude Vert. Component of Reinforcement? ' ` _Yes Force Required @ Inclination,T: �'�;�v2;6: kips/LF of wall Copyright 05/17l2005 Schnabel Foundation Company . , �'/ 5� , Excavation Geometry 40 _._ _ __....... _._ _ _:. . 30 i / ..---._. -----1-__---..--._.___._..___...:_.__...----...------ 20 / � 's Ground Surface _.. ..._. __ ' ; + 10 — —CriticatSurface � � - Soillnterface � Water Table 0 -10 0 10 20 30 40 USE 8'X8'PATTERN FOR ROCK BOLTS DLT 116kips, USE 1-3/8"150ksi BAR Depth to Row Length of rock bolt subgrade ft.minimum) 25 1 25 � 17 2 20 9 3 16 Copyright 05/17/2005 Schnabel Foundation Company � . ,��/5Q � Schnabel STABILITY ANALYSIS 34' Excavation Foundation Comp:tny Uail Front Door 2-17-06 Permanent South Tunnel Shoring �� _.- �. .:. � � Vya(�� c-� : � G�om � ,3 s a Total Height of Wall: 34 ft Wall Batter(0=verticaQ: 0 degrees Inclination of Backslope: 0 degrees � , � _ �. �.- . �.- � ..,�'�o��'�„�•,P�� .�� . � . . � . Friction Angle: ` 40 deg�ees Dip of Critical Surface: Search Depth to Bottom of Layer 1: 0 ft below Top of Wall • Unit Weight-Layer 1: 0 pcf Unit Weight-Layer 2: 160 pcf R ' ^� �(y}� � �.. .... . �.. .. . . � . - .. . . �. ��'+.�"�?' � yi:1G��i 1 y�;��3CF1}�.EA,�. Water Table Location: °34 ft above Bottom of Wall Pressure Head at Bottom of Wall: - :: Zero (see drawing --►) Pressure Factor. �0:5 (reduces water pressure) Full Zero ;.�. r9n: e�s :�� Vertical Point Load: kips Horizontal Point Load: �kips �—► Distance Behind Toe: ` ft Vertical Pressure on Backslope: 2000 psf Horizontal Pressure on Wall: �psf Vertical Seismic Coefficient: O9 Horizontal Seismic Coe�cient: �9 _ . � _.. p , Desired Factor of Safety: = 1.35 Note:Factor of Safety is applied to tangent of Friction Angte. �`fCll�� Dip of Critical Surface,a: 61 degrees Total Weight of Wedge,W: ;51.3 kips Total Water Force, U: 10;3 kips Total Vertical Surcharge Load, S�: 37 7 kips Vertical Seismic Load, E,,: 0.0 kips Total Horizontal Surcharge Load, Sr�: `. 0 Q kips Horizontal Seismic Load, EH: : �0.0 kips Closure Angle=90-(90-�mob)-a ::29;1 degrees �e. 3 - - Horizontal Force Re uired, H: ' ��°`�� '�5;$, ki s/LF of wall q -'•�`.�.�",r�`��. P Inclination of Reinforcement: `-; 15.0 degrees Include Vert. Component of Reinforcement? Yes Force Required @ Inclination,T: ��'�67 9 kips/LF of wall Copyright 05l17/2005 Schnabel Foundation Company r Excavation Geometry 33/�o 40 _. ___. _ s. _ ./ ; ',... _ gp i / ..___ _.. � ._.__._. __.....- - --____- 2p � � i i Ground Surface _--___ _._ __._, _:_ _.._... : _.......__.... 10 � —Critical Surface : - - Soillnierface � Water Table 0 � -10 0 10 20 30 40 USE 8'X8'PATTERN FOR ROC.K BOLTS DLT 128kips, USE 1-3/8"150ksi BAR Depth to Row Length of rock bolt sub rade (ft. minimum 30 1 28 22 2 23 14 3 18 6 4 14 Copyright 05I17/2005 Schnabel Founda6on Company . 'iy�S o . �Chnabel STABILITY ANALYSIS 7' Excavation Foundation Company Vail Front Door 2-17-06 Below footing rock reinforcement _ . � .� . 1N�t��a atrark"� .: > .:.�. Total Height of Wall: :�7 ft Wail Batter(0=vertical): 0 degrees Inclination of Backslope: 0 degrees : ��. �_� � __ SO OC ,�I.e Friction Angle: 4.0. degrees Dip of Critical Surface: Search Depth to Bottom of Layer 1: 0 ft below Top of Wall . Unit Weight-Layer 1: ' 0 pcf Unit Weight-Layer 2: 160 pcf Water Table Location: ;7 ft above Botfiom of Wall Pressure Head at Bottom of WaIL ,:,...:>: Zero (see drawing --►) Pressure Factor: ',.:, 0:5 (reduces water pressure) Fuil Zero ��u ,�. s Vertical Point Load: .,: kips Horizontal Point Load: �!_ = lkips L—► Distance Behind Toe: _ `'ft Vertical Pressure on BacksloPe: = 200Q0 psf Horizontal Pressure on Wall: �psf Vertical Seismic Coefficient: �9 Horizontal Seismic Coefficient: �9 � _. :_. , � Desired Factor of Safety: ; •1.35 Note: Factor of Safety is applied to tangent of Friction Angle. �'. - �� ;.,� Dip of Critical Surface, a: �61'degrees Total Weight of Wedge,W: ' �2.2 kips Total Water Force, U: 0 4 kips Total Vertical Surcharge Load, S�: k;;' 77:6 kips Vertical Seismic Load, E�: .� :: O;Q kips Total Horizontal Surcharge Load, SH: � �' O.Q kips Horizontal Seismic Load, EH: �„�` ��10 kips Closure Angle=90-(90-�mob)-a: _. . :_29:1;degrees Horizontaf Force Required, H: ;:��:�q4;;�;kips/LF of wall Inclination of Reinforcement: 1.5:-0 degrees Include Vert. Component of Reinforcement? `�X.es Force Required @ Inclination,T: ��54=4 kips/LF of wall Copyright 05/17/2005 Schnabel Foundation Company ' 35��0 , Excavation Geometry ,o � � � � / Ground Surface — —Criticai Surface � - - Soil interface • / Water Table 0 -10 0 10 PLACE NAIL 2'BELOW EACH FOOTING @ 3'O.C. DLT 139kips, USE 1-3-8'' 150ksi BAR(Length 15') Copyright 05/17/2005 Schnabel Foundation Company � 3��o "� � M�� ►• s Date: 02-13-2006 �nall�ln 3.1� File- UFD 27ft gerwanent M i n i mum Fact a r of Saf et y = 1. 31 30.$ ft Behind 41a11 Crest At wall Toe LEGEHD: H= 2'T.0 ft �-z- , PS= 12.6 Kips Q � F�.L:�1-'�I:��;�� FY= 41.3 Hsi �-�� , Sh= 5.0 f t J �`�'��.ti,� S�= 5.0 f t ~~7/� GAM PHI COH SIG �--„ pcf deg psf psi �'�---.�.-' 1 130_0 34 0 17.0 �� '. ��-v�M1 Scale = 16 ft �r�!� Surcharge i 3'�-� File: VFD 27ft permanent So Page - 1 ***+*************************,r***********ar*******,r* ' * CALIFORNIA DEPARTMENT OF TRANSPORTATION * * ENGINEERING SERVICE CENTER * * DIVISION OF MATERIALS AI3D FOUNDATIONS * , , * Office of Roadway Geotechnical Engineering * * Date: 02-13-2006 Time: 06:50:10 * ****�*******�*************************�********�*** Project Identification - Vail Front Door 27' Permanent --------- WALL GEOMETRY --------- Ver.tical Wall Height = 27.6 ft Wall Batter = 5.7 degree Angle Length (Deg) (Feetj First Slope from Wallcrest. = 0.0 120.0 Second Slope from ist slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.6 • Fifth Slope from 3rd slope. = O.D 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 --------- SLOPE BELOW THE WALL --------- There is NO SLOPE BELOW THE TOE of the wall --------- SURCHARGE --------- THE SURCHARGES IMPOSED ON THE SYSTEM ARE: Begin Surcharge - Distance from toe = 3.0 ft End Surcharge - Distance from toe = 27.0 ft Loading Intensity - Begin = 2.0 psf/ft Loading Intensity - End = 2.0 psf/ft --------- OPTION #1 --------- Factored Punching shear, Bond & Yield Stress are used. --------- SOIL PAR7IMETERS --------- Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stress XS1 YS1 XS2 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft} (ft) (ft) 1 130.0 34.0 0.0 17.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. � 3��5° File: VFD 27ft permanent Page - 2 --------- WATER SURFACE --------- NO Water Table defined for this problem. --------- SEARCH LIMIT --------- The Search Limit is from 2_6 to 54.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. --------- REINFORCEMENT PARAMETERS --------- Number of Reinforcement Levels = 5 Horizontal Spacing = 5.0 ft Yield Stress of Reinforcement = 41.3 ksi • Diameter of Grouted Hole = 3.0 in Punching Shear = 12.0 kips ---------- (Varying Reinforcement Parameters) --------- Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 27.0 15.0 2.0 0.88 1.00 2 25.0 15.0' 5.0 0.88 1.OQ 3 20_0 15.0 5.0 0.75 1.00 4 15.0 15.0 5.0 0.75 1.00 5 15_0 15.0 5.0 0.75 1.00 ,� '��s� File: VFD 27ft permanent Page - 3 MINIMUM DISTANCE LOWER FAILIIRE UPPER FAILURE � SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 1_327 7.8 55.9 9.6 82.9 19.0 Reinf. Stress at Level 1 = 36.236 Ksi (Punching Shear controls. .) 2 = 35.845 ksi (Punching Shear controls. .) 3 = 41.250 Ksi (Yield Stress controls.) 4 = 41.250 Ksi (Yield Stress controls.} 5 = 38.157 ksi {Punching Shear controls. .} MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft? (deg) (ft) NODE 2 1.327 13.0 46.2 11.2 74.7 19.6 . Reinf. Stress at Level 1 = 41.250 Ksi (Yield Stress controls.) 2 = 41.250 Ksi (Yield Stress controls.) 3 = 41.250 Ksi (Yield Stress controls.} 4 = 34.656 Ksi (Pullout controls. . .) 5 = 41.250 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 1.361 18.1 46.2 21.7 71.5 11.4 Reinf. Stress at Level 1 = 41.005 Ksi (Pullout controls. . .} 2 = 38.181 Ksi (Pullout controls. . .) 3 = 41.250 Ksi (Yield Stress controls.) 4 = 36.438 Ksi (Pullout controls. . .) 5 = 41.250 Ksi (Yield Stress controls.) y°�s 0 � File: VFD 27ft permanent Page - 4 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE ` SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft? (deg) (ft) (deg) (ft) NODE 4 1_329 23.2 37.8 17.6 60.2 18.7 Reinf. Stress at Level 1 = 30.160 Ksi (Pullout controls. . .) 2 = 30.558 Ksi (Pullout controls. . .) 3 = 29.078 Ksi (Pullout controls. . .) 4 = 25.434 Ksi (Pullout controls. . .) 5 = 41.250 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 . 1.314 28.3 32.4 20.1 55.0 19.8 Reinf. Stress at Level 1 = 18.171 Ksi (Pullout controls. . .j 2 = 20.140 Ksi (Pullout controls. . .} 3 = 17.037 Ksi (Pullout controls. . .) 4 = 18.543 Ksi (Pullout controls. _ . ) 5 = 41.250 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft} (deg) (ft) (deg) (ft) NODE 6 1.308 33.5 22.0 7.2 42.2 36.2 Reinf. Stress at Level 1 = 12.787 Ksi (Pullout controls. . .) 2 = 19.199 Ksi (Pullout controls. . _) 3 = 21.805 Ksi (PuZlout controls. . .) 4 = 17.477 Ksi (Pullout controls. . .) 5 = 34.9�9 Ksi (Pullout controls. . .) ' 4��50 � File: VFD 27ft permanent Page _ 5 . MINIMUM DISTA�ICE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLAi�IE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 7 1.320 38.6 19.3 8_2 38.2 39.3 Reinf. Stress at Level 1 = 3.435 Ksi (Pullout controls. . .} 2 = 11.501 Ksi (Pullout controls. . .) 3 = 13.576 Ksi (Pullout controls. . .) 4 = 11.498 Ksi (Pullout controls. . . ) 5 = 31.180 Ksi (Pullout controls. . _) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft} (deg) (ft) (deg) (ft} NODE 8 1.367 43.7 17.2 9_2 34.8 42.6 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 4.305 Ksi (Pullout controls. . .) 3 = 5.885 Ksi (Pullout controls. . .) 4 = 5.910 Ksi (Pullout controls. . .) 5 = 27.695 Ksi (Pullout controls. . .) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) {deg) (ft) (deg} (ft) NODE 9 1_448 48.9 28.9 55.8 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 3.692 Ksi (Pullout controls. . .) 3 = 9.209 Ksi (Pullout controls. . . } 4 = 13.393 Ksi (Pullout controls. . .) 5 = 39.336 Ksi (Pullout controls. . . ) , `'z/54 ' File: VFD 27ft permanent page _ 6 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE ` SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg} (ft) (c3eg) (ft) NODE10 1.524 54.0 26.6 60.4 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 0.000 Ksi 3 = 3.428 Ksi (Pullout controls. . .} 4 = 9.538 Ksi (Pullout controls. . .) S = 37.409 Ksi (Pullout controls. . .) ******************************************************************** * For Factor of Safety = 1.0 * * Maximum Average Reinforcement Working Force: * * 12.991 Kips/level * ***********************************�******************************** � Schnabel `''is� FOUNDATION COMPANY ' Schnabel Foundation Company Vaii Front Door-Tunnel 27'Permanent February 17,2006 � e _a : Enter the following variables: Note:Enter 0 if not applicable AASHTO Load Combination 1,4 or 7:(Table 4.3) 1:;` �i Nai!Spacing Horizontal nail spacing: (ft) 5; � Vertical nai!spacing: (ft) �,�5�� Facing Properties and Thickness: Material:shotcrete or CIP concrete? 51ioCGtete Shotcrete/concrete thickness:(in) ,�8;� Shotcrete/concrete compressive strength:(ps) :";;;'4500�� Horizontal Reinforcement Bar spacing: (in) �, .��:�� B8f SiZB#:{$-9) °��" 4;;;?;t Required length oflap splice(in)= 20.52 Yield stress:(ksi) -�, $Q:;� AASHTO,16th Edition,Arficle 8.32.1.4,p.193 Non-confac!lap splices see Article 8.32:i.3 Vertical Reinforcement Bar spacing: (in) �;�::12� Bar size#:(3-9) �_'`g��4� Reqoired length of lap spllce(in)= 20.52 Yield stress:(ksi) :;��6Q;� AASHTO,161h Edltion,Article 8.32.1.4,p.193 Non-contact!ap spllces see A►ticle 8.32.1.3 Bearing Plate Details Bearing plate width:(in) ��,- � �.�:�:.9:.} Bearing plate thickness:(in) :x��Q�7;: °� �.z,s�.. Yield S#ress:{ksi} >ri;�36;�'� Headed Stud Details(See Table F.3) Note: Design assumes 4 studs per plate Stud spacing(cc):(in) 7r6:5�� Stud length(after weld):(in) :5�=�;^,5��; Diameter of stud body:(in) :;:;�0:�75�� Diameter of stud head:(in) ;�fi�-1z25:� Head thickness:(in) �,�U 3i2�� Ultimate Stress:(ksi) �`�:��`��0�� Drill Hole Diameter:(in) ;3=�°3:5:`-`�- Permanent Facing Copyright 2004 Schnabel Foundation Company s Minimum and Maximum Reinforcement Ratio Check 4K�5o AASHTO IZequirements: � —�To Ensure Ductile Faiture: Minimum horizontal reinforcement ratio: (requirement waived per FHWA, DP 103,Section 4.7.1,p. 106) Maximum horizontal reinforcement ratio: ��' Maximum vertical reinforcement ratio: 02�:� Checking MSHTO maximum steel requirement... OK �Shrinkage and Temperature Reinforcement: Minimum reinforcement=0.125 in2 per foot, regardless of wall thickness. AASHT0,16th Edition,Article 8.20.1,p.187 Ghecking AASHTO minimum steel requirement for shrinkage and temperature... OK FHWA Requirements: No additional requirements for permanent walls. Flexural Strength Calculations Flexure Pressure Factor, C�,(Table 42)_ �1 Horizontal Positive Moment Capacity(kip-ft/ft)= 3.87 Horizontal Negative Moment Capacity(kip-fF/ft)= 3.87 Vertical Positive Moment Capacity(kip-ftlft)= 3.87 Vertical Negative Moment Capaaty(kip-ft/ft)= 3.87 Nom. Nail Head Strength for Flexure,T��(klpS)= 61.91 "Both vertical and horizontal moment capacities govern. A(lowable Nail Head Load for Flexure,T�(kips)_ _= CONTROLS "'See Table 4.4 Punching Shear Calculation Internal Punching Shear Strength,V�(kips)= 59.38 "Group pulloutofstudsgovems. Do you wish to consider soit reaction contribution to punching capacityl ;�Yes";� Shear Pressure Factor,C5, (Table 4.2)_ � Nominal Punching Shear Strength,T�,(kips)= 63.72 Allowable Nail Head Load for Punching,T,(kips)_ "See Table 4.4 Headed Studs Tensile 5trength Calculation Nominal Headed 5tud Tensile Strength,Ty,,(kips)= 106.03 Allowable Nail Head Load for Tension,T�(kips)_ _ �� Empirical Minimum Allowable Nail Head Service Load Check Enter the following variables: Empirical coe�cient F:(0.3-OJ,use 0.5) Q;S��,� Active earth pressure coe�cient Ka:' ,0 35�'; Soil Unit Weight:(pc� �,�115'�?' �,,,;�. Wall Height:(ft) ,�;�65�;;,�,:. *If Ka is not known,enter Ka=0 above and estimate active load Pa:{kipslft oE wall) � Estimated Nail Head Service Load(kips)_ Facing design exceeds estimated ser�ice load requirements. No revision required. Permanent Facing Copyright 2004 Schnabel Foundatlon Company . f Schnabel . "5�s° • FOUNDATION COMPANY Schnabel Foundation Company Vail Front Door-Tunnel 27'Permanent February 17,2006 . ay P��a�'�ile el��Des`�.ic�� FHWA requires that the upper cantilever portion of soil nail wall facings be checked for structuraf adequacy. This check is required because the upper cantilever is unable to distribute load by soil arching to adjacent spans. Permanent facings must also be checked for serviceability. IMPORTANT: Do you wish to calculate values corresponding to the Temporary Facing or Permanent Facing worksheet? . -�:�;Permanent. ;�:' Enter the following variables: Upper cantilever span:(ft) ; 2�� Active ea�th pressure coefficient Ka:' ,�; Soil unit weight:(pc� 130 -�: Surcharge load:(ps� ;:2ppp � ' 'If Ka is nOt knOwn: 1.Enter Ka=0 above _ 2.Estimate active load Pa:(kips/ft of wall) 3.Enter point of application:(ft above the nail head) ; �� Shear Capacity Nominal shear strength of cantilever: (kips/ft) 6.44 Allowable shear strength of cantilever.(kipstft) Estimated service shear: (kips/ft) Shear capacity OK. No revision required. Moment Capacity Nominal moment capacity of cantilever:(kip-ft/ft) 3.87 Allowable moment capacity of cantilever: (kip-ft/ft) � Estimated service moment: (kip-ft/ft) ;��1�'�4-�w� Moment capacity OK. No revision required. Serviceability Check Service stee!stress limit:(ksi) �g Service steel stress:(ksi) ,,;"- Seviceability check OK. No revision required. Upper Cantifever Copyright 2004 Schnabel Foundation Company i, t �,�, ��`��1 Calculation Sheets FOCJI�FDATTON CQA4I'.�5.i\'�,' Project:.Vaii Front Door Contract No.: 07-3715 Location:Vail,CO. Sheet No.• 30 Owner: VRDC Date: Feb. 17,2006 Generai Contractor: Hyder Construction, Inc. LOADING CONDfTIONS — HINGED SUFPQRT.I�SSUMED AT �H BRACE OR 71EBACK. EXCEf''f T�P TIEFi — HINGED SUPPOR7' ASSUMED A7 SU6GRADE — SYSFEId IS FREE—DRAlNING {NO HYDROSTATIC PRESSURE) — LOADING DIA6RAA�1 INCLUDES SURCHAF2GE FOR TRAFFlC AND NORMAL CON5TRUCTIOP! LOADS (HEAVY LOADS SUCH AS CRANES NOT INCLUDED) — WHERE APPLICAHLE, UP TO 337: REDUC7lON MAY BE TAKEN IN SOLDIER BEAM .MdMENTS PER: FpUNDATION ENGINEERING; PECK, � NANSON da THORNBURN; 1974; pp — 453-463 � — ALL ANCHORS TO BE LOCATED BEHINO FAILURE PLANE A5 FOLLOWS .\ ..►� �. ,� ,� UNBONDED � LENGf}i � / ANCHOR LENGTH BEYOND FNLURE PLANE / / � / / / / 60' / '� .��` � /,� — VALUES SHOWN IN THE CaLCUtATIONS ARE TAKEN FROM.A COA�IPUTER PRINTOlti — ONLY THE CRfTICAL MOMENT IS SHOWN IN THE CALCUTATIONS — ALLOWABLE BENDIt3G SiRESS FOR STEEL = D.66Fy 51NCE. FIANGES ARE FULLY SUPPORTED IN THE PlANE OF BENDING � ♦ ��e� Ca�culation Sheets Fov�vnAnoN cotim.�� Project: Vail Front Door Contract No.: 07-3715 Location:Vaii,CO. Sheet No.: 43 So Owner. VRDC Date: Feb. 17,2006 General Contractor: Hyder Construction,Inc. EXISTING GRADE (TYP.) .2H !i 1 H = HEIGttT OF SOIL IN FEET H1 = DEPTH TO TIEBACK IN FEET H2 = DEPTH FROA1 TIEBACK TO SUBGRADE IN FEET Mt Bt = HORIZONTAL TiEBACK LOAD IN KIPS/FT g� 1 Mt = 50LDIER BEAM MOMENT AT TIEBACK 1N K—FT�FT j MM1 = MAXIMUbi S(iLDIER BEAM MOItENT BETWEEN � TIEBACK AND SUHGRADE IN K-FT/FT MMt :6N � H H2 .2N OTTOAi OF EXCAYATIDN LaAD INTENSITY INCUJUES SURCHARGE DUE TO P=.Q25H NORMAL GON5TRUCTION LOAOS, AND TRAFFlC LOADING DIAGRAM FOR ONE-TIER TIEBACK SYSTEM . � ��I Calculation Sheets FOLIIti'DEITIOI�� C.tQI�iT?A14''�'` Project:,Vail Front Door Contract No.• 07-3715 Location:Vail,CO. Sheet No.: �ttc/50 Owner: VRDC Date: Feb. 17,2006 General Contractor: Hyder Construction,inc. EXISTfNG GRADE (TYP.) . . .2H H1 H = HEICHT OF SOIL'IN FEET � H 1 = DEPTH TO FIRST TIE6ACK IN FEET H2 = DEPTH FROM FIRST TIEBACK TO :SECOND k�t TIEBACK IN FEET - B� � B1 = H4RIZONTAL/FIRST TIEBACK LOAD IN-KIPS/fT 82 = HORIZONTAI/SECOND TIEBACK LOAD IN KIPS/fT M1 = 50LDIER BEAM MOMENT AT�TIEBACK IN-JC—FT/FT MM1 = A1AXlMUA1 SOLDIEit BEAM MOMENT .BETWEEN. FIRST TIEBACK ANQ SECOND TIEBACK IN K-FT/FT MM2 = MAXIMUM SOLDtER BEAM 610i�ENT BETWEEN SECOND TlEBACK: AND SUBGRADE-iN K—FT/FT MM i ,6H N2 H � RESULTS SWOWN IN CALCU[ATIONS ARE FR�M A COMPUTER PROGRAM FRINTOUT 62 MM2 H3 �%' .2H 80TTOM OF EXCAVATION LOAD tNTENSITY INCLUOES SURCNARGE DUE TO P=.025H NORMAL CONSTRUCTiON LOADS, AND TRAFFIC LOADING DIAGRAM FOR TWO-TIER TIEBACK SYSTEM . ' �C��l Calculation Sheets Fovtww�or� co:�rn� Project: Vail Front Door II Contract No.: 07-3715 Location: North/East Wafl Shoring-Lodge at Vail Sheet No.: �� Owner: VRDC . Date: February 17, 2006 General Contractor: Hyder Construction lnc. By: CHB Rev. By.: JAF Ca�e #13 (see 12/28/05 calculation submittal): Soldier Beams 49-50 Desiqn parameters for a two tier svstem: H=40 ft (design height) H1 = ]0.027ft (depth to tieback row 1) H2 = 15.582 ft (distance from tieback row 1 to row 2) ' S= 10 ft (spacing) a 1 =20 deg a2= lOdeg TIEBACK DESfGN B 1 = 15.155 kips B1•S DLT1 := DLTI = 161.274 kips cos�a��•1 ft use 5-0.6"strand anchor Lu�= 12ft B2= 12.909 kips La:= 35ft B2S DLT2:= DLT2= 131.077 kips cos�a2�•1 fr use 4-0.6"strand anchor Lu'- 7ft La:= 30ft SOLDIER BEAM DESIGN Ml =-20.829kips•ft MMI =20.829kips•ft MM2=20.829kips•ft M�:= 20.829kips•� � If Mmax'S re 75.742 in3 s q� 0:66•Fb � use 2-W14x30 Sall�= 84in3 Copyright 20U5,Schnabel Foundation Company � �- �chna.bel �alculation Sheets " � FOUNDATTON COMPANy Project: Vail Front Door Contract No.: 07-3715 Location: North/East Wal�Shoring Sheet No.: 5 a /eo Owner: VRDC Date: February 17, 2006 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #14: Soldier Beams 51-54 Desiqn parameters for a one tier svstem: H=21 ft (design height) H1 =7 ft (depth to tieback row) S= ]0 ft (spacing) � a =20 deg TIEBACK DESIGN B1 =6.615kips DLTI := B1 S DLT1 =70.395kips cos�a�•1 ft use 1"� 150ksi bar Lu�= Sft I-a:= 20ft � SOLDIER BEAM DESIGN M1 =—6.688kips•ft MMlt=8.875kips-ft Mmax:= 8.875kips.ft If M�S �req:= Sfeq=32273 in3 - 0.66�Fb � use 2-C12x20.7 3 Sa��:= 43in Copyright 2005,Schnabel Foundation Company ♦ DESIGN CALCULATIONS Submitted to: Hyder Construction, Inc. for: Vail Front Door- North and East Excavation Shoring VAIL, COLOR.A.DO by: REVIEWED BY SCHNABEL FOUNDATION COMPANY MAY 2 6 20 Job No. 07-3715 COLORADOINSPE ION AGENCY December 28, 2005 .��P4�•R�G�S O��p.FR,q� ��,c CUe�Ao . . �; . -o• S ��- . � .,,z .�.Q��,. �••o...•• � "�ONAL� John A. Franceski COLORADO P.E.#28034 Schnabel FOUNDATTON COMPANY ��'�� Calculation Sheets rov.v�a��nor co�m,�.t��x' Project: Vail Front Door II Contract No.: 07-3715 Location:Vaii,CO. Sheet No.: i Mz Owner: VRDC Date: Dec:28,2005 Generat Contractor: Hyder Construction,Inc. Design Calculations- North and East Temporary Shoring Walls TABLE OF CONTENTS: � LODGE SOUTH MICROPILES.........................................................Sheet 2 TEMPORARY SOIL NAIL WALL.....................................................Sheet 8 SOLDIER BEAM AND LAGGING WALLS........................................Sheet 21 ��'�� Calculation Sheets FOUi`r`t7ATT0\ CC)�iPA,i'�'X Project: Vail Front Door II Contract No.: 07-3715 Location:Vail,CO. Sheet No.: 2/NL Owner: VRDC Date: Dec:28,2005 Generat Contractor: Hyder Construction,Inc. Lodge South Condominium Micropiles The following sheets outline the design for the micropiles that will support the existing Lodge South building. The footing sizes were inferred from the Lodge South Condominium drawings provided(Sheets S1 and S7).There are 4 design cases; 8'-0", 7'-6", 6'-6" and 4'-0"square column footings, all with an assumed � bearing pressure of 5 ksf. For this design all of the column footings are assumed to be at approximately the same elevation.If during construction, a differing condition is discovered additional design work may be required. The micropile lengths presented are the total length required to develop the necessary test capacity (@ 5 kips per foot)plus the distance from the bottom of the existing footing to the intersection of the micropile with a theoretical failure plane (measured as 45°+cp/2 from the bottom of the proposed footings). • • � - � • ' • . � : : • • • � • • . . :,� t ^,2 I�b° . �� . , ��`4's. ' - i e-tt � 'v r t ,2. � m a.v5 b+ ...!,�ys"H ° k r "5-^i� si- �:x:� :� •'-�; .,.'11`,��'i�'., 1, ` ^a"g�� ^`'C.�+..�' U- .�r+��;�" ;ys�r?` �� r !�r.' �a a ' ��'y�`,t �il't=�,� ?,+ f r a� ra rt E_ p"�,� Enter data.in yellow cells., ; Building Code Code to be Used for Analysis: Micropile Construction Details Bar Size: Bar Area(inZ): Bar Steel Yield Stress(ksi): Casing OD(in}: Casing Area(inZ): Casing Steel Yield Stress(ksi): Uncased Hole Diameter(in): Grout Area-Casing Oniy(inZ): Grout Area-Bar Only(in2): Grout Area-Casing&Bar(inz): Grout Strength(ksi): Grout Elastic Modulus(ksi): �� T76N z.sa 95.07 4 3.14 ..: . 5 1000 Coupling diameter(in.): 3.74 Overall length(ft.): 42.000 Casing Bar Casing 8� Allowable Strength Design Onl Onl Bar Ai�owable Strength of Steel(kips): 116.44 Allowable Strength of Grout(kips): 6.28 Total AAowable Strength(kips): 122.72 =(Area�E�x as�E�x fY)+(Area�ROUT X�cROUr x f�) Strain Compatibility Analysis @ Design Load Design Load(kips): Estimated Load in Steel(kips): 77.1 � Estimated Load in Grout(kips): 2.9 �1 Strain Compatibility Analysis @ Pdaximum Test Load Maximum Test Load,TL(kips): 1 Estimated Load in Steel(kips): 154.1 r► Estimated Load in Grout(kips): 5.9 �■► Micropile Design for Axial Load-7'-6"x7'-6" Column footing/4 Micropiles Compression � .,. � , v�e� "�"�i�+.�� n�° "^'_� ��"��• � ?t�' '�.i'�. _'��',a�a '��qe'„�..�„,� , �� - °..i �'��g:"�,�c��v':�� s..%:....�aw�.��`w Rt�� u„t �t,,c.:4��5 E . .. ��'�.�:t�t° '`,��:��_.�� Enter data in yellow cells. Buiiding Code Code to be Used for Analysis Micropile Construction Detaifs Bar Size: Bar Area(inZ): Bar Steel Yield Stress(ksi)� Casi�g OD(in): Casing Area(inZ): Casing Steel Yield Stress(ksi): Uncased Hole Diameter(in): Grout Area-Casing Only(inz): Grout Area-Bar Only(in2): Grout Area-Casing&Bar(inZ): Grout Strength(ksi): Grout Elastic Modulus(ksi): �� T76N 2.84 95.07 4 3.14 5 1500 Coupling diameter(in.): 3.74 Overall length(ft.): 38.000 Casing Bar Casing& Allowable Strength Design Onl Oni Bar Allowable Strength oi Steel(kips): 116.44 Allowable Strength of Grout(kips): 6.28 Total Allowable Strength(k+ps): 122.72 =(Areas��x asTE�x fY)+(Areacaour x�ROUr x f�) Strain Compatibflity Analysis @ Design Load Design Load(kips): Estimated Load in Steel(kips): 67.2 �► Estimated Load in Grout(kips): 3.8 �► Strain Compatibility Analysis @ Maximum Test Load Maximum Test Load,TL(kips): 4 Estimated Load in Steel(kips): 134:3 �► Estimated Load in Grout(kips): 7.7 �/ � s r • � � - � • � • . • • • • � � • • . . . ��k:.;"f'�., ,.v�r7"s�'.��`R'�w:�a �P,;.w^w�� i�'�'`° A'�:: �s. a. ''.�7��,?c"a�'� 3 M 4e� _ .�� ,{' �,... �',+.'�°��s 'ya�',�' C3: k� �h,.-, :�r,s`u°,� �.�E !.s;;. +�lYI." °'c......� Enter data in,yeliow cells. Building Code Code to be Used for Analysis: hficropile Construction Details Bar Size: E3ar Area(inZ): Qar Steel Yield Stress(ksi): Casing OD(in): Casing Area(in2): Casing Steel Yield Stress(ksi): Uncased Hole Diameter(in): Grout Area-Casing Only(inz): Grout Area-6ar Only(inZ): Grout Area-Casing&Bar(in2): Grout Strength(ksi): Grout Elastic Modulus(ksi): � --:R51 N 1.46 96.99 �q 1.33 ,:��:=<:5 ,�: . . . 1500 - �x�,� • ^ �'c^4'°'QL ,�f?,.� r'r e, .. •:�.B�•0�\�\��\�\� t . e �� ,"�.e�•e ��_, ��a�� `.i3°�' ��L.�N:„��":� ,ti?��f'fa,�'+',��;.:��t...g,_'�"'�....m,`=;0�� '':�+.�,ri= . �°�°�\�\\`i\�\\��E�� ;� ,�-��, q\'\�\\\\`\\�S\ °F�� -E....�_.�`•�� r�i.- ��:'uq ^'�i` 'if'�: - ' � -� 1 � � •• . • • 1 �1 • • '• • • Coupling diameter(in.): 2.48 Overall length(ft.): 31.000 Casing Bar Casing& Allowable Strength Design Onl Onl Bar Allowable Strength of Steel(kips): 59.86 Ailowable Strength of Grout(kips): 2.65 Total Allowable Strength(kips): 62.51 =(Areas��x as��,x fy)+(AreacROUr X«caour x f�) Strain Compatibility Analysis @ Design Load Design Load(kips): 3 Estimated Load in Steel(kips): 50.6 _1 Estimated Load in Grout(kips): 2.4 _► Strain Compatibility Analysis @ Maximum Test Load tiiaximum Test Load,7L(kips): 1 Estimated Load in Steel(kips): 101.2 �► Fstimated Load in Grout(kips): 4.8 0/ Micropile Design for Axial Load-4'x4' Column footing/4 Micropiles Compression �� 1 ��,yt�i n.;^. nq'^ S��s� 'u- g .+�4�.�-{:. :��t�p'�a �j � :5++�u}E� h. :i„'n . . _a,�p�E4'ti `�% .�i a'"^7"�'h,T��r'�i5,. "�'S�9T f��3!'��t&:;`-;� ...,.��Y:�. ::�.: . �._ad;�"�« .�.n.e.o-.......�SR..,?u..3« '�i'...i�u.:�.� ,. ,•1 .,��''„.F< < �.�x�. :� �� .M.... -�nee k..�.. ?. �4M � , � .... �.. _.: t.,..:... z�,�.::,..�a:a,i �_:_� .� .i.�G:'6:,�:s a,�. _.... �......,�..a�.,1a_�i.a6..........:��' �.�� ,z�r:�. ...�..,..:�:,caai,;. Enter data in yellow celis. Building Code Code to be Used for Analysis: Micropile Construction Detaiis Bar Size: Bar Area(inZ): Bar Steel Yield Stress(ksi): Casing OD(in): Casing Area(in1): Casing Steel Yield Stress(ksi): Uncased Hole Diameter(in): Grout Area-Casing Only(inZ): Grout Area-Bar Only(inZ): Grout Area-Casing 8 Bar(in2): Grout Strength(ksi): Grout Elastic Modulus(ksi): ---ri:� R51L 1,20 84.33 4 1.58 5 1500 Co�,f . ,aST�'�ii��m.ax�.lksiE,� „�CROii.t��?aXm(ksi1.� �HV.J�A'��► 0:�� "��i :Q'�:4:0' r �" 0. , , . , .. , . , f��op � 4�:� � . ��, � MA t�t�`�� ' �.p 4.:��?!�,��3��.,.4 Q.&�� , . ,..,. Chica�'o,��- � '=s�.�1:8 �:.se(ect; Custo�� ;::' w ,.�.��`" . . ,. , .r :_ �,.� "Select acROUr=0.25 for unconfined grout or .40 for confined grout Coupling diameter(in.): 2.48 Overall length(ft.): 18,000 Casing Bar Casing& Aliowabte Strength Design Onl Onl Bar Allowable Strength of Steel(kips): 47.56 Allowable Strength of Grout(kips): 3.17 Total Allowable Strength(kips): 50.73 ={AreasrEE�x«gTE�x fY)+�Af28GROUT%�aGROUT X rC) Strain Compatibility Analysis @ Design Load Design Load(kips): Estimated Load in Steel(kips): 18.7 � Estimated Load in Grout(kips): 1.3 �► Strain Compatibility Analysis @ Maximum Test l.oad Maximum Test Load,TL(kips): 4 Estimated Load in Steel(kips): 37.4 � Estimated Load in Grout(kips): 2.6 y c S N 5c�u��a.bel Calculation Sheets � J FOLJNDATTON COMPANY Project: Vail Front Door fl Contract No.: 07-3715 Location: North/East Wall Shoring-Lodge at Vail Sheet No.: '3-/k�- Owner: VRDC Date: December 28, 2005 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Micropile connection to Lodqe South Condominiums: The micropiles will be installed through the existing footing, capped with a nut, topped with grout and cut off flush with the top of footing.A cap plate will be wet set over the micropile and anchored to the existing footing using four(4) high capacity concrete anchors. We have assumed the interface between the grout and footing to be frictionless, and therefore incapable of supporting any load. For#he 6'-6"x 6'-6"co(umn footings the axail load on the micropile is 53 kips. This load will be distributed among 4 high ' capacity concrete anchors. (6.Sfr•6.Sft)-Sksf TL:= TL= 13.203 kips 4•4 For the 8'-0"x 8'-0"column footings the axail Ioad on the micropife is 80 kips.This load wilf be distributed among 4 high capacity concrete anchors. ,I, (8ft•8ft}•Sksf T 20ki s L�= 44 L= P For the 7'-6"x 7'-6"column footings the axail load on the micropile is 71 kips. This load will be distributed among 4 high capacity concrete anchors. (7.Sft•7.Sft)-Sksf TL:= TL= 17.578 kips 4-4 Use 1"-8 R1 H"SPIN-LOCK"hoflow rebar concrete anchor,ASTM A-615 Grade 60 Design Ioad at FS=2: 33,000 Ibs., Minimum embedment: 14"for 3000psi concrete Edge distance: 15"minimum Center to center. 12"minimum Drill hole diameter: 1-3/4" For the 4'-0"x 4'-0"column footings the axail load on the micropile is 20 kips. This load will be distributed among 4 high capacity concrete anchors. (4ft•4ft)�Sksf TL:= 4 4 TL=5 kips Use 'I/2"-13 R1J"SPIN-LOCK"solid rebar concrete anchor,ASTM A-615 Grade 60 Design(oad at FS=2: 7,5001bs., Minimum embedment:7"for 300Qpsi concrete - Edge distance: 8"minimum Center to center: 6"minimum Drill hole diameter: 1-1/4" Copyright 2005,Schnabel Foundation Company � �C�� Calculation Sheets FOLI�'DATION CQ�iI��i Project: Vail Front Door II Contract No.: 07-3715 Location:Vail,CO. Sheet No.: g/yz.. Owner: VRDC Date: Dec.28,2005 General�Contractor: Hyder Construction, Inc. Temporary Soil Nail Wall- North Shoring Wall Under Lodge South Condominium The temporary soil nail shoring under Lodge South Condominium was designed using SnailWin 3.10 by the California Department of Transportation. Two external . loads were applied to the wall; the first is due to surcharge loading imposed by the micropiles, and the second is a theoretical load at the columns which was included to make the system more rigid.The micropiles are designed for 100% of the load imposed by South Tower building. � Overall factor of safety: 1.35 o.c.: iz-za-zaes SnailNin 3.18 Yilec OP)-S��[A i�wr H�77ENEDS�AQIYtCE Mlnlmum Factor of Safety = 1.35 5.1 [t Behind 4a11 Crest R[Wll 7oe LECQJD: - PD- -3.6 Wtt . PS- 40_B Niys X� 17.8 f[ PV� 11.3]Isi 6h� S.B ft Su- S.B ft CJin PIIy[ CON Svt 3 125fB d34 �B IS�B SeaL-18 Ft � furcMrg� -� Ext.Porce-PD Pigure 1: Graphical output from SnailWin showing the wall geometry. ��1�'�bi.i Calculation Sheets POU?�'UATION CQi�ti'�'1,�'Y' Project: Vail Front Door II Contract No.: 07-3715 Lxation:Vail,CO. Sheet No.: q�ky Owner: VRDC Date: Dec.28,2005 General Contractor: Hyder Construction,Inc. The surcharge load due to the existing building columns was assumed to be located 2.5' behind the shoring and support a load of 300psf to 10' behind the shoring. Because the micropiles supporting South Tower are designed to carry the entire surcharge load there is theoretically no need to include this surcharge in the design. However it is included to stiffen the shoring system and limit deflection. The other external load accounted for in the design is due to the micropiles that support the South Tower building.It is a 3.62kips/linear foot load applied horizontally to the wall. See Figure 2 below. 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0 .,,;�;Y ;. Z 4 6 , �- . a � .� <�.: � T �. r �_ ., I a ' I 10 - l`: # 12 ' i e o 14 � 16 �� a Figure 2: Compiled lateral loading imposed on the shoring. The above line consists of sixteen Boussinesq curves calculated using the computer program LPRES by Civiltec. The compiled data represents the surcharge loading imposed by the micropiles that support the South Tower building. Zt was modeled as a 5 kips per vertical foot load located 2 feet behind the shoring starting from the top of the wall. �C��l�� Calculation Sheets 1�Ot1I�'DATTOI� CQbII>,�'1uti'7�' Project: Vail Front Door II Contract No.: 07-3715 Location:Vaii,CO. Sheet No.: Jo z Owner. VRDC Date: Dec:28,2005 . Generaf Contractor: Hyder Construction,Inc. The text output from SnailWin is presented beIow. It includes the wall geometry, external loads and design assumptions used in the analysis. --------- WALL GEOMETRY --------- Vertical Wall Height = 17.0 ft Wall Batter = 6.0 degree --------- SURCHARGE --------- ' Hegin Surcharge - Distance from toe = Z.5 ft Snd Surcharge - Distance from toe = 10.0 ft Loading Intensity - Begin = 300.0 psf/ft Loading Intensity - End = 300.0 psf/ft --------- OPTION #1 --------- Factored Punching shear, Sond � Yield Stress are used. --------- SOIL PARAMETERS --------- Unit Friction Cohesion Bond� Coordinates of Boundary Soil Weight Angle Intercept Stress XS1 YS1 X52 Y52 Layer (Pef) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) 1 125.0 34.0 0.0 15.0 0.0 0:0 0.0 0.0 * Bond Stress also depends on SSF Factor in Option #5 when enabled. --------- EXTERNAL FORCE --------- Horiz. Force applied to the Wall = -3.6 Rips --------- REINFORCEMENT PARAMETERS --------- Nwnber of Reinforcement Leve2s = 3 Horizontal Spacing = 5.0 ft Yie2d Stress of Reinforcement = 41.3 ksi Diameter of Grouted xole = 3.0 in Punching Shear = 29.0 kips ---------- (Varying Reinforcement Parameters) --------- Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft} (in) Factor 1 22.0 15.0 2.0 1.00 1.00 2 22.0 15.0 5.0 1.00 1.00 3 22.0 15.0 5.0 1.00 1.00 MINIMUM DISTANCS LOWER FAZLURE UPP&R FAILVRfi SAFETY BEHZND PLANE PI.ANB FACTOR WALL TOE ANGLE LENGTH AI3GLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 1.352 6.8 35.4 5.9 61.4 13.8 Reinf. Stress at Level 1 = 36.856 Ksi (PUllout controls...) 2 = 37.348 Ksi (PUllout controls...3 3 = 37.840 Ksi (PUllout controls...) The following sheets detail the facing design for the temporary soils naiIs along the north wall of the excavation. n/yz �Schnabel FOUNDATION COMPANY . Schnabel Foundation Company Vail Front Door-South Tower Temporary December 28,2005 FHWA Design Procedure for Determining Nail Head Strengths for a Specified Soil Nail Wall Facing Version 3.0 (Updated 10/29/2004) Summary: This program utilizes FHWA's DP103 design guidelines to caiculate the nait head strength for a soil nail wall facing. Both temporary and permanent shotcrete or cast-in-place(CIP)concrete facings can be analyzed. The procedure considers earth pressure redistribution on relatively thin temporary construction facings. The program considers three potential failure modes: flexural failure. punching shear failure, and tensile failure of headed studs. Both nominal (ultimate) and allowable nail head loads are given. An empirical earth pressure formula is used to estimate nail head service loads for comparison with the computed allowable loads. The allowable load shall be greater than the load given by the empirical earth pressure formula. The capacity of the upper - cantilever portion of the facing is also checked. AASHTO requirements taken from "Standard Specifications for Highway Bridges",16th Edition,1996. Tables and figures referred to in the calculations are taken from FHWA's "Manual for Design and Construction Monitoring of Soil Nail Walls-Demonstration Project 103", 1996. Please enter project information: i�Y� 'Schnabe�;Foundat�on'Gompany ';� <Vad,Front Door;;.,outh Toyirer�Teniporary;_! ;� , ,� �v.;December28 2005 �.�>.��,� . � . � Introduction - ,� -�� - -�� Copyright 2004 Schnabel Foundation Company . �2/HZ . Schnabel FOUNDATION COMPANY Schnabel Foundation Company Vail Front Door-South Tower Temporary December 28,2005 � '° t�� fiY�#-&`� �-. �&r . 's+�-'.�-r.�,`... �x v-� a �� s.r .� ��. �' .� ��' `Temporary�Shot�refe��acing� � � ,�' ��. Enter the following variables: Note:Enter 0 if not app/icable AASHTO Load Combination 1,4 or 7:(Tabie 4.3) � Naii Spacing Horizontal nail spacing�(ft) 5.OQ;; Vertical nail spacing:(ft) ' S.00;:; Shotcrete Thickness and Strength Shotcrete/concrete thickness:(in) 4.00 : : Shotcrete/concrete compressive strength:(psi) 4000 � Welded Wire Mesh Area of inesh:(in^2/ft)(See Table F.1) - Oi04]Y':� Wire spacing:(in) =6.00<`:;i Reyui�edie�yrn onaP saice pn�= a.00 Yield stress:(ksi) 60 ''=' AASHTO,16th Edition,Artic/e 8.32.6.1,pJ94 Horizontal Waler Bars Quantity of bars per nail: 2 �= Reyuiredienyrn o�iaP Sp�icB p��= sosz Bar size#:(3-9} 4 ; ':' aasHro,16th Edition,Article 8.32J.4,p.193 Yield stress:(ksi) 60 w, No�-�o�racr�ap SP�ices see n.n��e e.3z.t3 Vertical Bearing Bars Quantity of bars per nail: ; :p;,°°;r Bar size#:(3-9) 4 �� Yield stress:(ksi) 60 "•' Bearing Plate Details Bearing plate width:{in) ', ;8:00'< Bearing plate thickness:(in) 0:75:`< Diameter of nail tendon hole:(in) 1.50">`" Yield Stress:(ksi) 36-'i? Dril!Hole Diameter:(in) �3 Temporary Facing - � � - - Copyreght 2004 Schnabel Foundatfon Company . IS/yz Minimum and Maximum Reinforcement Ratio Check AASHTO Requirements: —►To Ensure Ductile Failure: Minimum reinforcement ratios: (requirement waived per FHWA,DP 103,Section 4.7.1,p.106) Maximum hcxizonta!reinforcement ratio: s�0"021.9� aasrrro,16th Edifion,ArtFcle 8.l6.3.1.1,Eq.8-18 Maximum vertical reinforcement ratio: 0 021d� AASHTO,f61h Edition,Articfe 8J6.3.1.1,Eq.8-18 Checking AASHTO maximum steel requirement... OK �Shrinkage and Temperature Reinforcement: None required per FHWA,DP 103,Section 4.7.1,p. 106 FHWA Requirements: A reinforcement ratio(based on gross area)of no more than 0.0035 should be considered if C�>1. FHWA,OP 103,Secfion 4.5.2,p.89 Checking FHWA maximum steel requirement... OK Flexural Strength Calculations Flexure Pressure Factor,Cf,(Table 4.2)_ -:';2A ? Horizontal Positive Moment Capacity(kip-fUft)= 1.16 Horizontal Negative Moment Capacity(kip-fdft)= 1.16 Vertical Positive Moment Capacity(kip-ft/ft)= 0.40 Verticaf Negative Moment Capacity(kip-ft/ft)= 0.40 Nom.Nail Head Strength for Flexure,Tm(kips)= 12.92 ••Vertical moment capacities govern. Allowable Nail Head Load for Flexure,T�(kips)_ �8,�66�� "See Table 4.4 == CONTROLS Punching Shear Calculation Internal Punching Shear SVength,V„(kips)= 38.15 Do you wish to consider soil reaction contribution to punching capacityl ; Yes : Shear Pressure Factor,C5,(Table 42)= 2.0< > Nominal Punching Shear Strength,Tm(kips)= 42.77 Allowable Nail Head Load for Punching,Tf(kips)= y�=28:65;� '*See Table 4.4 Empirical Minimum Allowable Nail Head Service Load Check Enter the following variables: Empirical ccefficient F:(0.3-0.7,use 0.5) 0.5 ;:`; Active earth pressure coefficient Ka:' - 0:3 =<; Soil Unit Weight:(pc� 120 ' Wall Height:(ft) `':'18 ':: •If Ka is not known,enter Ka=0 above and estimate active load Pa:(kips/ft of wall) � Estimated Nail Head Service Load(kips)_ �`::�1,0:�;� Facing design exceeds estimated service load requirements. No revision required. Temporery Facing - • Copyright 2004 Schnabel Foundation Company Schnabel FOUNDATION COMPANY Schnabel Foundation Company Vail Front Door-South Tower Temporary December 28,>2005 •-r �: a . • = r.� � � �-sr�y�� :�' : K, _ .�,,�y,- � �� ,e�C,anfilever�.,Des� �:�;�� .a �, • �:-, hec FHWA requires that the upper cantilever portion of soil naii wall facings be checked for structural adequacy. This check is required because the upper cantilever is unable to distribute load by soii arching to adjacent spans. Permanent facings must also be checked for serviceability. IMPORTANT: Do you wish to calculate values corresponding to the Temporary Facing or Permanent Facing worksheet? •Tempo�ary �_� Enter the following variables: Upper cantilever span:(ft) `'' 2 '. Active earth pressure coefficient Ka:' Soil unitweight:(pcf� '_125 ': , Surcharge load:(psfl `:�'300 ;�:: `If Ka is not known: 1. Enter Ka=0 above 2.Estimate active load Pa:(kips/ft of wall) � 3.Enter point of application:(ft above the nail head) Shear Capacity Nominal shear strength of cantilever:(kips/ft) 3.04 Allowabfe shear strength of cantilever. (kips/ft) 2 03� Estimated service shear.(kips/ft) ' -�:3(Y� Shear capacity OK. No revision required. Moment Capacity Nominal moment capacity of cantilever: (kip-ff/ft) 0.40 Allowable moment capacity of cantilever.(kip-ft/ft) ;�U':2'f,", Estimated service moment: (kip-fUft) :��;„�aQ.27� Moment capacity OK. No revision required. Serviceability Check Service steel stress limit: (ksi) �;�I,:,° �, : Service stee!stress:(ksi) ��iFl`� Upper Cantilever Copyright 2004 Schnabel Foundatiort Company Schnabel _ FOUNDATION COMPANY Schnabei Foundation Company Vail Front Door-South Tower Temporary December 28;,2005 mt '" ,�R'a:_. .� .._ S A`''ya`S"" .. fv'�.! '� '13 �^.,+N' �� '�.z� _ _ pK �=r � �� ,� -�� ' Tables�4��4�3�°4�`4��F 1 and F 3�� r;. ��i:a� uH� ,w,y�,n �.., .r.�...<„f.� _.s f;. �..�� t� Table 4.2 FacingPressure Factors Recommended forDasi� Temporary Facings Permanent Facings Nominal Facing Flexure Pressure Shear Pressure Flexure Pressure Shear Pressure Thickness(in) Factor CF Factor Cs Fador CF Factor Cs 4 2.0 2.5 1.0 I.0 6 1.5 2.0 1.0 1.0 8 ].0 1.0 1.0 I.0 Table 43 Load Combinations in AASHTO Specifications Group D L E B RST EQ % I 1 1 1 1 0 0 ]00 IV I 1 l 1 1 0 125 VII I 0 1 1 0 1 133 Notes: D=dead load L=live load E=earth pressure B=buoyancy RST=rib shortening, shrinkage,temperature EQ=earthquake Table 4.4 Nail Head Strength Factors-SLD Failure Mode Nai!Head Strength Nail Head�renb h Nai(Head Strength Factor FactoraF(Group I) Factor aF(Group I� aF(Group Vll) Facing Flexure 0.67 1.2�(0.67)=0.83 1.33(0.67)=0.89 Facing Punching Shear 0.67 1.25(O.b7)=0.83 1.33(0.67)=0.89 Headed Stud Tensile Fradure ASTM A307 Bolt Material 0.50 1.2�(0.50)=0.63 1.33(0.50)=0.67 ASTM A325 Boh Mazerial 0.59 1.2�(0.59)=0.74 1.33(0.59)=0.78 Tables Copyright 2004 Schnabel Foundation Company 1[�/"IL Table F.l(modified) Common Stock Sty(es of Welded Wire Fabric Style Designation Steel Area(inZ/ft) Metric Style Designation - New Old 6x6-W1.4xW1.4 6x6-1Ox10 0.029 152x152MW9.1 xMW9.1 6x6-W1.7�W1.7 6x6-9x9 0.034 6x6-W2.1xW2.1 6x6-Sx8 0.041 152x152MW133xMW13.3 6x6-W2.SxW2.5 6x6-7x7 0.050 6x6-W2.9xW2.9 6x6-6x6 0.0�8 152x152MW18.7xMW18.7 6x6-W3.4xW3.4 6x6-5x5 0.067 6x6-W4.OxW4.0 6x6-4x4 0.080 152x152MW25.8xMW25.8 6x6-W4.7xW4.7 6x6-3x3 0.094 6x6-W5.4xW5.4 6x6-2x2 0.108 152x152MW34.9xMW34.9 6x6-W6.3xW63 6x6-lxl 0.126 6x6-W7.4xW7.4 6x6-Ox0 0.148 4x4-W1.4xW1.4 4x4-1Ox10 0.043 102x102MW9.1 xMW9.1 4x4-W1.7xW1.7 4x4-9x9 0.052 4x4-W2.1xW2.1 4x4-8x8 0.062 102x102MW13.3xMW13.3 4x4-W2.SxW2.5 4x4-7x7 0.07� 4x4-W2.9xW2.9 4x4-6x6 0.087 102x102MW18.7xMW18.7 4x4-W3.4xW3.4 4x4-Sx5 0.101 4x4-W4.OxW4.0 4x4-4x4 0.12 102x102MW25.8xMW25.8 4x4-W4.7xW4.7 4x4-3x3 0.140 4x4-W5.4xW5.4 6x6-2x2 0.162 4x4-W6.3xW6.3 6x6-]xl 0.189 4x4-W7.4xW7.4 6x6-Ox0 0.221 { Tables Copyright 2004 Schnabel Foundation Company iT�y� Table F.3 _ Dimensions of Stock Size Headed Studs Anchor Size Nominal Area(in� After Weld Length(in) Head Diameter(in) Head Thickness(in) �1/4 x 2 11/16 0.049 2 9/16 0.500 0.187 1!4 x 4 1/8 0.049 4 0.500 0.187 3/8 x 4 1!8 0.1 IO 4 0.750 0.281 3/8 x 6 1/8 0.110 6 0.7�0 0.281 '/�x 2 1/8 0.196 2 1.000 0312 '/:x 3 1/8 0.196 3 1.000 0.312 %z x 4 1/8 0.196 4 1.000 0.312 %:x 5 5/16 0_196 5 3/16 1.000 0.312 %,x 6 1/8 0.196 6 1.000 0312 '/:x 8 1/8 0.196 8 1.000 0.312 5/8 x 2 i ll16 0307 2%= 1.250 0.312 5/S x 6 9/16 0307 6 3/8 1.250 0.312 5/8 x 8 3/16 0307 8 1.250 0.312 3/4 x 3 3/16 0.442 3 1.250 .375 3/4 x 3 11/16 0.442 3%: 1.250 .375 3/4 x 4 3/16 0.442 4 1.250 .375 3/4 x 5 3/lb 0.442 5 1.250 375 3/4 x 6 3/16 0.442 6 I.250 375 3/4 x 7 3/16 0.442 7 1.250 .375 3/4 x 8 3/16 0.442 8 1.250 .375 7/8 x 3 11/16 0.601 3% 1375 375 7!8 x 4 3/16 0.601 4 1.375 375 7/8 x 5 3/16 0.601 5 1375 375 7/8 x 6 3/16 0.601 6 1.375 375 7/8 x 7 3/16 0.601 7 1375 .375 7/8 x 8 3/16 0.601 8 1.375 375 Tables Copyright 20D4 Schnabel Foundation Company �f /HL Schnabel FOUNDRTION COMPANY Schnabel Foundation Company Vail Front Door-South Tower Temporary December 28,2005 ,.. . ., . .. -r. ., . �. � �r. :.. , � - ° ��.., ,.�..Fi ures,1 4 9�a��.;f�.s 3:�_ ` �:w•. . . ,. ��,. �•,,;. � ..._.:,� , ,:. ._ . shotcreie vwra h+ea�3+wler bars vrrtica/bearing bus ioil nail {i�rt�oment {-)f�ortfent � Horizonial Section and MQments � i i I �f hdiconul waiar Lan soit nail � ()marrKnt 1 � lhOtt�lle i i t.}�n< < v.iro m�sh � 0 f ,�r��t�,.;�� •�I � i .� I 3 � ! 1 Vertical Section and Nioments Figure 1 Typicat 5ection�ews with Moment D'sagrarns � Figures Copyright 2004 Schnabet Foundation Company �1ltiz � vYaler bars a�� -Intemai Facing Component Failure Suc!-dce . � OI FiEStS�al7LE,V� � � I ��P� i � '�- � o• �. T . . h� � � � � - Critical Diameter for Strength Catculafioa Lqcated at Mid-depth • of Cane Soii Component �� o!Resistance - � - Tiote_ - FN � � ��GC� A� ; a DG/4 O'�T Dc-h� . 2 � � �c =xD��/4 -bPt+h� _ � Temparary 8earirtg-Plate Connectiore Failure Suriaca � TQ�___ . ,�nf�Resistance9�mponent . . L ;--Srrs—I � � . . � . � •' �•c + . 4+s hfc _J_.. ' f " . -� � Critical Oiameter tor • � S;rength CaEculat+on tocat2d at Mid-depi� � . . � of Cons . . Soii Component ot fiesistance Tlote: � -��. f+fofe: 'Femporary facing noi � shown for clarity. ��QGC� , A� -rz D�1S D'p= D�-hc . A� 2 � ''CGC= R D GG I4 . � -$g�„�+h� � Pertnanent Headed-Stud ConnectFon � Fsgure 4.9 Punching Shear�af Nai! Head Connecfians ' Figures Copyright 2004 Schnabel Foundation Company 10/ti z Surcl►arfla Load,q� • . F�� ' � ,typkal Earth Pnuwre � lioadtrg Cot�dltkt�.t • • t. UpPe� Cant�svsr span.H�,� " • . � 8euk+9 � PIaN . � Cenler�ne of� • K"� ' KA 7 k'�ie � . .Uppet Natl Row � • � Crittca!Section for Chedcfip ' • Shear and Ftexure Figure 4.13 ilpper Cantilever Design Figures Copyright 2004 S�hnabel Foundation Company SC�� Calcufation Sheets �ov�ivA�nor m�m��r Project: Vail Front Door 11 Contract No.: 07-3715 Location:Vail,CO. Sheet No.• 21/tiz Owner: VRDC Date: Dec.28,2005 Genera!Contractor: Hyder Construction,Inc. Temporary Soldier Beam and Lagging Walls The following design sheets pertain to the wall line soldier beam and lagging shoring that will be installed along part of the north and east sides of the excavation. Currently the design height extends from existing grade to the bottom of footing elevations provided on Sheets S101-S103 dated OS/02/2005. � Wall loads due to building surcharges were calculated using the computer program LPRES by Civiltech Softrvare. The soldier beams will be installed 2" off the proposed foundation wall with an installation tolerance of+/-2". � . ��'��1 Caicutation Sheets FOLii\iDATIOI\' CO1�II't1i�`k' Project: Vail Front Door il Contract No.: 07-3715 Location:Vail,CO. Sheet No.: 22/kz Owner: VRDC Date: Dec.28,2005 General Contractor. Hyder Construction,Inc. LOADING CONDITfONS — HINGED SUPPORT ASSUf�ED AT EACH BRACE OR TIEBACK IXCEPT TOP T1ER — HWGED SUPPORT ASSUMlED AT SUBGRADE — SYSTE�A IS FREE—DRAINING (PIQ NYDROSTA7IC PRESSURE) — LOADING DIAGRA�1 tNCLUDES SURCHARGE FOR TRAFFIC AND NORAIAL CONSTRUCTION LOAQS (NEAVY.LOADS SUCH AS CRANES NOT INCLUDED) — WHERE APPUCABLE, UP TO 337: REDIlCTION MNY BE TAKEN IN SOLDIER BEAM MdMENTS PER: FOUNDATION EN6INEER(NG; PECK, � • FUWSON. dc 7HDRtVBURN; 1974; pp — 453-463 — ALL ANCHORS TO BE LOCATED BEHIND FAlLURE PL1WE A5 FOLLOWS •� /� � \ /` UNHONDED � L.ENGII-I � / IWCHOR LENGTH BEYaND FNLURE PL/WE / / / 1 / / / 6Q' / '� .��' '\�,/.� - VALUES SHOWN IN THE GALCULATIONS ARE TAKEN FROM A COf�fPUTER PRINTOLli - ONLY THE CRfI1CAL MOMEM' IS SHOWN IN THE CALCUtATiONS - ALLOWABLE BENDING STRESS FOR STEEL = 0.56Fy SINCE �LAt�EGES ARE FULLY SUPPORTEO IN THE PLANE QF BENQING �,�*�k��1 Calculation Sheets f�OG'NUATIOti C4,�iT'��1!'X Project: Vaii Front Door II Contract No.: 07-3715 Location:Vail,CO. Sheet No.: 23/�iz. Owner• VRDC Date: Dec.28,2005 General Contractor: Hyder Construction,Inc. EXISTING GRADE (iYP.� .ZH H� N = HEIGHT QF SOIL tN FEET H1 = DEPTH TO TIEBACK IN F'EET H2 = DEPTH FROA1 TIEBACK TO SUHGRADE lN FEET ��t B1 = HORIZONTAL 71EBACK LOAO tN KIPS/fT g� M1 = SOLD{ER BEAM MOMENT AT TIEBACK 1N K—Ff/FT 1 MA11 = MAXIAtUM 50LDIER BEAA1 M011ENT BE7INEEN �J TIEBACK AND .SUBGRADE tN K—FT/FF AIMt ,6H � � N2 ,2N OTTOi� OF EXCAVATlON LOAD INTENStTY INCLUDES SURCHARGE OUE TO P_.025H NORMAL CONSTRUCTIQN LOADS, ANO TRAFFIC LOADING DIAGRAM FOR ONE-TIER TIEBACK SYSTEM � ��°�k�� Calculation Sheets FOU�tI?ATLO� CQ�II'Ai�?Y Project: Vail Front Door II Contract No.: 07-3715 Locatiori:Vail,CO_ Sheet No.: 2�S/kz Owner: VRDC Date: Dec.28,2005 Generat Contractor: Hyder Construction,Inc. EXISTINC GRAOE (TYP.) . .2H H1 H = HEIGHT OF SOIL IN FEET.. H1 = DEPTH TO FIRST TIEBACK iN FEET H2 = DEPTH FROM FIRST TIEBACK TO .SECOND M� TIEBACK IN FEET B� � 81 = HORIZONTAL/FIRST. TIEBACK lOAD IN KIPS/fT 82 = HORIZONTAL/SECOND 71EBACK LOAD :IN KIPS/FT Mt = SOlD1ER BEAM MQMENT AT-TIEBACK ;IN-K—FT/ET MM t = MAXIMUM SOLDtER BEAM MOMENT BETWEEN ` FIRST TIEBACK AND SECQNO TIEBACK [fN K—FT/FT MM2 = I�AXIMUM SOLDIER BEAAd MOMENT BETWEEN SECOND TFEBACK AND SUBGRADE IN K—FT/FT MM1 .6N NZ � H RESULTS SHOWN IN CACCULATIONS ARE FROM A COMPIJTER PROGRAM PR(NTOUT B2 MM2 N3 � .2H OTTOM OF EXCAVATION LOAD INTENSITY-INCLUQES SURCHARGE DUE TO P=.D25H NORMAL CONSTRUCTIQN LOADS, AND TRAFFIC LOADING DIAGRAM FOR TWO-TIER TIEBACK SYSTEM . Sc�urx�bel Calcuiation Sheets Fov_w�.�no� co�u>A,,��x � Project: Vail Front Door II Contract No.: 07-3715 Location: Vail,CO. - Sheet No.: 25/4z Owner: VRDC Date: Dec.28,2005 General Contractor: Hyder Construction,Inc. � � � �` P�= ACTIVE EARTH PRESSURE (ACTS.ON CONTRIBUTORY WIDTH OF SHORlNG TO SOLDiER BEAM ABOVE THE BOTTOM OF EXCAVATION, ON WIDTH OF SOLDIER , BEAM BEIOW THE BOTTOAI OF EXCAVATION) Pp= PASSIVE EARTH PRESSIYE (ACTS UPON THREE H, TIMES DRIVEN BEAM WIDTN, THREE TIMES THE DR[LL HOLE DIA6tETER, OR SOLDIER BEAA1 SPACING. WHICHEVER IS LESS) H = DEStGN HEIGHT IN FEET H H'= HEIGHT TO TOP OF SLOPE IN FEET BOTTON SPACIN6 = OISTANCE FROIA CENTER TO CENTER OF SOLDIER OF BEAAt EXCAVATION W = �DTH OF DRIVEN BEAM OR DRtll HOLE DIAMETER 0 = TOE PENETRATION IN FEET (DMfN=H) MMAX = MAXiMUAI MOMENT IN SOLDIER BEAM IN KIP–FEET FB = ALLOWABLE BENOING STRE55 OF STEEI SOL0IER „ � BEAM IN KSI ` : " SREQ = REQUIRED SECTION AtODULUS IN CUBIC ENCHES LMIN = f�fIN1AtUM LENGTH OF SOLOIER BEAM H+D(LMIN=2'H) D M ��---PP —P�� EARTH PRESSURE DtAGRAM — CANTILEVERED RETENTION SYSTEM _ . 5c1�►�:�abel Calculation Sheets FOUNDAT'ION COMPANY Project: Vai� Front Door II Contract No.: 07-3715 Location: North/East Wall Shoring-Lodge at Vail Sheet No.: z�j�rZ Owner: VRDC Date: December 28,2005 Genera!Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #1: Soldier Beam 1 Desiqn parameters for a one tier svstem: H= 13 ft (design height) H1 =3 fr (depth to tieback row) S= 10 ft (spacing} ' a =20 deg TIEBACK DESIGN B 1 =2.197 kips B1•S DLT1 := ` DLTI =23.38kips cosla�•1 ft use 1"� 150ksi bar L,,:= 7ft La:= 20ft SOLDIER BEAM DESIGN . Ml =—0.561 kips-ft MMIt=3.599kips•ft Mmax�= 3.599kips• ft lf Sfeq._ Mmax'S Sreq= 13.087 in3 0.66•Fb use 2-C10x15.3 Sall= 27in3 Copyright 2005,Schnabel Foundation Company . �cl��abel Calculation Sheets FOUNDATTON COMPANY Project: Vail Froqt Door il Contract No.: 07-3715 Location: North/East Wall Shoring-Lodge at Vail Sheet No.: 2� /yL Owner: VRDC Date: December 28,2005 Generat Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #2: Soldier Beam 2 Desiqn parameters for a one tier svstem: H= 17 ft (design height) H1 =7 ft (depth to tieback row) S= 10 ft (spacing) � a =20 deg TIEBACK DESIGN B1 =4_913kips B1•S DLT1 := DLT1 =52.283kips cos�a�•1 ft use 1"� 150ksi bar Lu�= 7ft La:= 20ft SOLDIER BEAM DESIGN M1 =—6.174kips•ft MMIt=2.154kips•ft M�:= 6.174kips•�� Mm� S S 22.451 in3 �req�— 0.66•Fb 1e9 use 2-C10x15.3 Sall�= 27in3 Copyright 2005,Schnabel Foundation Company . Scl�un�abe� Ca[culation Sheets FOUI\'DATTON OO:�ff'A,NY Project: Vaif Fro�t Door Il Contract No.: 07-3715 Location: North/East Wall Shoring-Lodge at Vail Sheet No.: 2�LyL Owner: VRDC Date: December 28, 2005 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #3: Soldier Beams 3-4 Desiqn parameters for a one tier svstem: H=20 ft (design height) Hl = 10 ft (depth to tieback row) S= 10 ft (spacing) a =20 deg TIEBACK DESIGN B1 = 8 kips B1•S DLTI := DLT1 =85.134kips cos�a�•1 ft use 1-1/4"� 150ksi bar Lu'= �fr La:= 20ft SOLDIER BEAM DESIGN Ml =—16333 kips-ft MMlt=—0333 kips•ft Mm�= 16:333kips•� Sreq:= Mm�S Sreq=59393 in3 0.66•Fb use 2-W14x26 Sa��:— 70.6in3 Copyright 2005,Schnabel Foundation Company . Sc1�un�abel Calculation Sheets FOUNDATION COyII'ANl' Project: Vail Fro�at Door�I Contract No.: 07-3715 Location: North/East Wall Shoring-Lodge at Vail Sheet No.: 29/yz Owner: VRDC Date: December 28, 2005 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #4: Soldier Beam 5 Desiqn parameters for a one tier system: H=20ft (design height) Hprime=2g•Z ft �surcharge factored height,see surcharge explaination next page) H 1 = 10 ft (depth to tieback row) S= 10 ft (spacing) a =20 deg - TIEBACK DESIGN B1 = 11.28kips Bl•S DLTI := DLTI = 120.039 kips cos�a�•1 ft use 1-3/8"� 150ksi bar Lu'= �fr La:= 25ft SOLDIER BEAM DESIGN M1 =-23.03kips•ft MMI t=—0.47 kips•ft Mm�:= 23.031dps•ft If M�S S 83.745 in3 �e9� 0.66•Fb req= use 2-W14x30 Sa��:= 84in3 Copyright 2005,Schnabef Foundation Company . �C]�'�"'��^ �� Calculation Sheets FOLTV`Ur�.TION CQ�II'AI�'}i Project: Vail Front Door ii Contract No.: 07-37i5 Location:Vaii,CO. Sheet No.: 30/yZ Owner: VRDC Date: Dec.28,2005 General Contractor: Hyder Construction,Inc. Soldier Beam 5 VAIL FRONT DOOR II Lodge at Valt Surcharge DEPTH(f(7 0 1 I J 4 5 Pressure(t.0E-01 ksQ 0 0.313 0 4246 ' M�t. 0.3864 5 0.3042 / �2273 0 1679 �0 0.1247 /0 0938 0.0717 Y5 OA557 Max.Pressure:�.425 ks! u+U •��am:=3.s n <LOres> CopyryM by C1VlLTECHSOFTWARE Te1425-45Jfi488 Fax425-d53s848 wwwdvtttech.com Licensed to C Ba�er Schnabel Foundation Date&Time: 1?120/2005 11:39:20 AM File Name: The Height of Wal1:=15 Flexible Wall—The wall is pertectly flexible,or the surcharge load is applied before the wall is costructed. Max.Pressure:=0.425(ks� at depth:=3.3(ft) The shoring in this location wi11 be adjacent to the southwest corner of the Lodge at Vail. To calculate the surcharge load on the shoring, the existing building was modeled as a 3' wide strip load located 4'-3"behind the shoring line. It is assumed to be supporting a load of Sksf bearing 15' above subgrade. The computer program used in the design is . LPRES by Civiltech Software. Total lateral load imposed above subgrade: 3.25 kips/lf . � "L'��'��el Calculation Sheets FOiJI�TDATI01\' COMPANY Project: Vail Fro�t Door II Contract No.: 07-3715 Location: North/East Wall Shoring-Lodge at Vail Sheet No.: ��/yz Owner: VRDC Date: December 28, 2005 Generat Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #5: Soidier Beams 6-10 Desiqn parameters for a one tier svstem: H= 16 ft (design height) Hprime=31.4 ft (surcharge factored height,see surcharge explaination next page) H 1 = 10 ft (depth to tieback row) S=5.167 ft (spacing) a =20 deg TIEBACK DESIGN BI = 13397kips B1•S DLT1 := DLTI =73.667kips cos�a�•1 ft use 1"� 150ksi bar L�'- Sft La:= 20ft SOLDIER BEAM DESIGN M1 =-28.03kips•ft MMIt= 1.451kips-ft Mmax:= 28.03kips.ft lf Sie4:= Mm�S Sr�=52.666 in3 0.66•Fb use 2-W14x22 Sa��:= 54in3 Copyright 2005,Schnabet Foundation Company �C��',�'�� Calculation Sheets FOL1�'DATTOI� CO�II'�?7i' Project: Vail Front Door II Contract No.: 07-3715 Lceation:Vail,CO. Sheet No.: 2 yZ Owner: VRDC Date: Dec.28,2005 General Contractor: Hyder Construction, Inc. Soldier Bea.ms 6-10 VAIL FRONT DOOR II Lodge at Va!!Surcharge DEPTH(fq 0 1 2 3 4 6 Pressure(i.0E-0f ksQ 0 • 0.2a59 0.3913 M� 0.425 / 0.3912 S 0.3323 02776 02184 0.7748 �0 0.1403 0.1133 htax.Pressure=0.4752 ksf Z(�U at depth=J.1 ft <Lprcs>CopyrigM by CIVILTECHSOFTWARE Te1425-I33-6488 Fax4I5-03JSB.fB www.clviltech.com Licensed to C Baxter Schnabel Foundation Date 8 Time: 1 J20l2005 11:40:14 AM File Name: The Height of Wall:=11 Flexible Wall—The vraA is pertectly flexible,or the surcharge load is applied before the v✓ait is costructed. Max.Pressure:=0.4252(ksn atdepth=3.1(ft) The shoring in this location will be adjacent to the southwest corner of the Lodge at Vail. To calculate the surcharge Ioad on the shoring,the existing building was modeled as a 3' wide strip load located 4'-3"behind the shoring line. It is assumed to be supporting a load of Sksf bearing 11' above subgrade. The computer program used in the design is LPRES by Civiltech Sof�ware. Total lateral load imposed above subgrade: 2.93 kips/lf . Scl�ur�a.bel Calculation Sheets FOUNDAT[C)N COMPANY Project: Vail Front Door II Contract No.: 07-3715 Location: North/East Wall Shoring-Lodge at Vail Sheet No.: 'i3/yZ Owner: VRDC Date: December 28, 2005 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #6: Soldier Beams 11-14 Desiqn parameters for a one tier svstem: H= 16 ft (design height) Hprime= 1936 ft surcharge factored height,see surcharge explaination next page) Hl = l Oft (depth to tieback row) ' S=9 ft (spacing) a =20 deg TIEBACK DESIGN B 1 =8.26 kips Bl�S DLT1 := DLT1 =.79.114 kips cos�a�•1 ft use 1-1/4"� 150ksi bar Lu:= Sft La:= 20ft SOLDIER BEAM DESIGN MI =—17.282 kips•ft MMIt=0.895kips-ft Mm�:= 17.282kips. � lf Sreg:= Mm�S Siey=56.559 in3 0.66•Fb use 2-W14x26 Sall�_ ��•6�n3 Copyright 2005,Schnabel Foundatlon Company ��"��e� Calculation Sheets FOtJti'DATIO\ CO�fI>,�-1.Ir'X Project: Vail Front Door II Contract No.• 07-3715 Location:Vail,CO. Sheet No.: 3N�Nz Owner. VRDC Date: Dea 28,2005 General Contractor: Hyder Construction, Inc. Soldier Beams 11-14 VAIL FRONT DOOR II Lodge at VaT!Surcharge DEPTH(ttJ 0 1 1 3 4 S Presst�re(1.0E-01 ksry � 0 0.0445 0.0824 0.1093 0.1242 s Mau. 0.1288 � � 0.1257 0.116 OJ077 �Q 0.0966 OA857 Max.Presture:O.JT88ksI Z(� at depth.—�.S M <Lpiss> Copyd�M Dy C(VILTECHSOFTW,qRE Te/4I5d53-6I88 FeX426-4535848 xaw.tlViheeheom Licensed to C Baxter Schnabel Foundation Date 8 Time: 12/20/2005 11:46:51 AM Fle Name: The Height of Wall:=11 Flebble WaN—The waq is perfecty flexible,or the surcharge load is appl'�ed before the wall is costructed. Max.Preswre=0.1288(ks� at depth:=5.5(ft) The shoring in this location will be adjacent to the southwest corner of the Lodge at Vail. To calculate the surcharge load on the shoring,the existing building was modeled as a 3' wide strip load located 8'-4"behind the shoring line. It is assumed to be supporting a load of Sksf bearing 11' above subgrade. The computer program used in the design is LPRES by Civiltech Sofiware. Total lateral load imposed above subgrade: 1.08 kips/]f sC��e1 Calculation Sheets ` FOLJNDATION CO�II'A.NY Project: Vail Front Door II Contract No.: 07-3715 Location: North/East Wall Shoring-Lodge at Vail Sheet No.: 35 /'�Z Owner: VRDC Date: December 28, 2005 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #7: Soldier Beams 15-26 Desiqn parameters for a one tier svstem: H= 16 ft (design height) Hprime= �6.8 ft (surcharge factored height,see surcharge exptaination next page} � H 1 = 10 ft (depth to tieback row) . S= 10 ft (spacing) a =20 deg TIEBACK DESIGN B1 =7.168kips B1•S DLTI := DLT1 =76.28kips cos�a�•1 ft use 1-1/4"� 150ksi bar L�:— Sft La:= 20ft SOLDiER BEAM DESIGN M1 =—14.997kips•ft MMIi=0.777kips•ft Mmax�= 14.997kips•� If Mmax'S S�=54.535 in3 S1eq�— 0.66•Fb r use 2-W14x22 3 Sa11== 54in {w/in 5%,O.K.) Copyright 2005,Schnabel Foundation Company �c�ur:iabel Caiculation Sheets FOUNDATION CO�iPA1�TY Project: Vail Fro�t Door il Contract No.: 07-3715 Cocation: North/East Waf!Shoring-Lodge at Vail Sheet No.: i`/yz Owner: VRDC Date: December 28,2005 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #8: Soldier Beams 27-32 Desiqn parameters for a one tier svstem: H= 16 ft (design height) Hprime= 16.8 ft (surcharge factored height, see surcharge explaination next page) H1 =7 ft (depth to tieback row) • S= 10 ft (spacing) a =20 deg TIEBACK DESIGN B 1 =4.779 kips B1•S DLT1 := DLT1 =50.854kips cos�a�•1 ft use 1"� 150ksi bar Lu�= Sft La:= 20ft SOLDIER BEAM DESIGN M] _—6303kips•ft MMIt= 1.201 kips•ft M�X:= 6303kips-fr lf Mmax'S Sreq:= Sreq=22.92 in3 0.66•Fb use 2-C10x15.3 Sa��;= 2'7in3 Copyright 2005,Schnabel Foundation Company ��,�� Calculation Sheets POLT��ATTOIv Coi1II',�'1.��'X Project: Vail Front Door!I Contract No.: 07-3715 Location:Vail,CO. Sheet No.: ��/yz Owner: VRDC Date: Dec.28,2005 General Contractor: Hyder Construction, Inc. Soldier Beams 15-32 VAIL FRONT DOOR II Lodge at YaU Surcharge DEPTH(I{i 0 t 2 3 4 5 Prsssur�(1.0E-07 ksQ � 0 0.0106 0.0196 0.0266 0.0309 b \ 0.0327 Mac. 0.0326 ' 0.0312 0.0297 �Q 0.0265 / ' 0.0239 � ef depU�iS��9�.0J29.ksi <Lpres> CopyrlgM by ClVILTECH SOFTWARE Tel425-453�d8B Fax425�53SB48 wNw.elvlttechcom Licensed to C Baxter Schnabel Foundation Date 8 Time: 12120/2D05 11:48:10 AM File Name: The Height of Wall:=11 FlexiWe Wall—The wafl is pertectly flexible,or the surcharge load is applied betore the wall is costructed. Max.Pressure:=0.0329�ks� at depth:=5.9(ft) The shoring in this location will be adjacent to the southwest corner of the Lodge at Vail. To calculate the surcharge load on the shoring,the existing building was modeled as a 3' wide strip load located 9'-0"behind the shoring line. It is assumed to be supporting a load of 1.Sksf bearing 11' above subgrade. The computer program used in the design is LPRES by Civiltech Sofiware. Total lateral load imposed above subgrade: 0.28 kips/If �cl�ur:�abel �alcutation S�heets � �'OUNDATiOiV CO�II'Al�'Y Project: Vail Front Door II Contract No.: 07-3715 Location: North/East Wall Shoring- Lodge at Vaii Sheet No.: 1� /yz Owner: VRDC Date: December 28,2005 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #9: Soldier Beam 33A (cantilevered) DesiQn parameters for a cantilevered svstem' H= 22 ft (design heighf) Pa=0.034��ps P =0.4 kips P fc3 ft3 S= 10 ft (spacing) SOLDIER BEAM DESIGN Mm�= 173.333 kips•ft Mm� Sreq�= SCeq=63.03in3 0.66•Fb use W14x48 Sa��:= 70.3in3 L,m�n=24 ft Copyright 2005,Schnabel Foundation Company . �C��`��e1 Calcula#ion Sheets FOUNDATTOIV COMPANY Project: Vail Front Door II Contract No.: 07-3715 Location: North/East Wall Shoring-Lodge at Vail Sheet No.: s9 /yz Owner: VRDC Date: December 28, 2005 General Gontractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #10: Soldier Beams 33-34 Desiqn parameters for a two tier svstem: H=28 ft (design height) H1 =7 ft (depth to tieback row 1) - H2= I 1 ft (distance from tieback row 1 to row 2) ' S= ]0 ft (spacing) a� =20deg a2= lOdeg TIEBACK DESIGN B 1 =7.434 kips BI-S DLTI := DLTI =79.115 kips cos�a I�•1 ft use 1-1/4"� 150ksi bar L,,:= 12ft B2=634 kips La:= 20ft BZ•S DLT2:= DLT2 =64375 kips cos�a2�•1 ft . use 1"� 150ksi bar Lu'= �� La:= 20ft SOLDIER BEAM DESIGN M1 =—7.089kips•ft MMI =734kips•ft MM2 =7.016 kips•ft Mm�:= 734kips•ft If Mmax'S Sieq� 0.66�Fb Sreq=26.691 in3 use 2-C10x15.3 Sa��;= 27in3 Copyright 2005,Schnabel Founda6on Company • Sc�ur�abel Calculation Sheets • FOUNDATTOI�' C0:1�II>�Iy Project: Vail Front Door II Contract No.: 07-3715 Location: North/�ast Wali Shoring-Lodge at Vail �heet No.: yo/yz Owner: VRDC Date: December 28, 2005 General Contractor: Hyder Construction Inc. By: CHB Rev. By: JAF Case #11: Soldier Beams 35-37 Dzsiqn parameters for a t��ro tier system� H=30 ft (design height) H1 = 7.Sft (depth to tieback row i) . H2 = 11.5 ft (distance from tieback row 1 to row 2) . S= 10 ft (spacing) a� =20 de� a2= lOdeg TIEBACK DESIGN B1 =8.446kips B1•S DLT1 := DLT1 =89.877kips cos�a 1�•1 ft use 1-1/4"� 150ksi bar Lu:= 12ft B2=727 kips La:= 20ft B2•S DLT2:= DLT2=73.824 kips cos�a2�-I ft use 1"� 150ksi bar Lu�_ �fr La:= 20ft SOLDIER BEAM DESIGN MI =-8.719kips•ft Mld 1 = 8.422 kips•ft MM2 = 9.205kips•ft Mmax�= 9.205kips•ft lf Mm�•S Sr�� 0.66•Fb Sre9=33.473 in3 use 2-C12x20.7 3 sall�= 43in Copyright 2005,Schnabel Foundation Company r � �c�u�:�abel Calcula#ion Sheets . FOUItiTDATI01�? CO:��IPAI�iy Project: Vail Front Door II Contract No.: 07-3715 Location: North/East Wafl Shoring- Lodge at Vail Sheet No.: y�/��z Owner: VRDC Date: December 28, 2005 General Contractor: Hyder Construction lnc. By: CHB Rev. By: JAF Case #12: Sotdier Beams 38-39 Desiqn parameters for a two tier svstem� H=37 ft (design height) Hl =9.275 ft (depth to tieback row 1) H2 = 14.413 ft (distance from tieback row 1 to row 2) � S= lOft (spacing) a� =20 deg a2= 10 deg TIEBACK DESIGN B 1 = 12.967 kips DLTl :— B1•S DLT1 = 137.99kips cos�a 1�•lft use 4-0.6"strand anchar Lu== 12ft B2= 11.045 kips I-a== 30ft B2•S DLT2:= DLT2 = 1]2.153 kips cos�a2�-1 ft use 1-1/4"� 150ksi bar Lu�_ �� La:= 25ft SOLDIER BEAM DESIGN M1 =-16.485kips•ft MM1 = 16.485kips•ft I�I�i2 = 1u.485kips�ft Mmax�= 16.485kips• ft lf Mmax'S � SCeq= Sreq=59.945 in3 0.66•Fb use 2-W14x26 S — 70.6in3 all�— Copyright 2005,Schnabel Foundation Company �C��1 Calcula#ion Sheets • FOUNDATTOIV COMPAN�' t Project: Vail Front Door II Contract No.: 07-3715 Location: No�th/East Wall Shoring-Lodge at Vail Sheet No.: uz/�cz. Owner: VRDC Date: December 28,2005 General Contractor: Hyder Construction fnc. By: CHB Rev. By: JAF Case #13: Soldier Beams 40-48 Desiqn parameters for a two tier system� H=40ft (design height) H1 = 10.027 ft (depth to tieback row 1) H2= 15.582 ft (distance from tieback row 1 to row 2) � S= 10 ft (spacing) a I =20 deg a2= IOdeg TIEBACK DESIGN B1 = 15.155kips DLTI :- BI•S DLTl = 161.274kips cos�a 1�•1 ft use 5-0.6"strand anchor L�'- 12ft B2= 12.909kips I-a�= 35ft DLT2:= B2 S DLT2 = l 31.077 kips cos�a2�•1 ft use 4-0.6"strand anchor Lu= 7ft La= 30ft SOLDIER BEAM DESIGN M1 =-20.829kips•ft MM1 =20.829kips•ft MM2 =20.829 kips-ft MmyX:= 20.829kips•� lf Mmax"s Sreq�= Sr�=75.742 in3 0.66•Fb use 2-W14x30 ��;_ gq�n3 Copyright 2005,Schnabel Foundation Company 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 # B06-0018 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 11/16/2006 Legal Description: � ��-S--b� _ b0 2� Expires . .: 11/28/2006 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMNETS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115.18 108, 815$12, 533,311.70 Totals. . . 108, 815$27, 739, 000. 00* Fireplace Information: Restricted: #of Gas Appliances: 0 !f of Gas Logs: 0 #of Wood Pellet: 0 ***********************************�********� ********************** FEE SUMMARY ************************************************************ Building------> 10 3,2 0 6.l0 Restu rant Plan Review--> $o.0 0 Total Calculated Fees---> 2 0 6,415.2 0 Plan Check---> 103,206.10 Recrea ion Fee--------------> $0.00 Additional Fees-----------> $0.00 Investigation-> $o.0 o TOT L FEES-------------> 2 0 6,415.2 0 Total Peraut Fee----------> 2 0 6,415.2 0 Will Call-----> $3.00 Payments-------------------> 206,415.20 BALANCE DUE---------> $0.00 *****************m*******�***************************************�*********************************************�**********�****�***************** Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted for Grading, Excavation and Shoring only. Other approvals required prior to approval of full building permit. PW approval required prior to issuance of partial permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/il/2006 MROYER Action: AP Full building permit pending conditions and other department sign-offs. 11/13/2006 mroyer Action: AP footing revision for crane #1 Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval for excavation, shoring and grading only. Addtional approvals required for building permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 07/14/2006 George Action: AP 08/24/2006 George Action: AP Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval for grading and excavation only. Requires fifty percent submittal in 30 days, 100 in sixty. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 07/14/2006 tk Action: AP Approved Building permit revisions dated received 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 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 479-2 OR AT OUR OFFICE FROM 8:00 AM-4 PM. r'-`°-�-- SIGNATURE OF OWNER Q 'CONTRACT F AND OWNEF C�� PAGE 2 *�kx�**�**�*�k�**�*�*:x*�*�*�:*�:�x*�:******�:*�x*�:*:x*�*�k�*�*��*�:*�x*�x��**�x*><*�x��x�:*�k*�x*�x*:x*�x*:x*�x*��***�x*�x*�**�x*�x*�: CONDITIONS OF APPROVA.L Permit# B06-0018 as of 11-16-2006 Status: ISSUED �x**�*�x**�x*�x**�x*�x*�x*:x*�x**�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: 11/16/2006 303-825-1313 To Expire: 11/28/2006 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTtfRE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMNETS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. **********************************************************��**�***��***********+****�**�**** TOWN OF VAIL, COLORADO Statement **********************************�******************�*********:�********�x******************* Statement Number: R060001988 Amount: $548.00 11/16/200612:10 PM Payment Method: Check Init: LC Notation: #2350/Doug Thompson ----------------------------------------------------------------------------- Permit No: B06-0018 Type: NEW CONIM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 206,415.20 This Payment: $548.00 Total ALL Pmts: 206,415.20 Balance: $0.00 ****+**********�x*�**********�:**�x********************************+*************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 292.00 PF 00100003112300 PLAN CHECK FEES -82,280.08 PF 00100003112300, PLAN CK - project GFP012 82,536.08 ----------------------------------------------------------------------------- u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building Permit#:� —Q7�� #.; �� 97t?-479-21x49(tnspection�) ��'�� 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: GQ¢r C�nSti- �-s> ln IOc(/-� C� �rr � S— � ATTENTION: , JR,CHARLIE,GREG,CHRIS Contractor Signature: COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel,# ��o�2Zl o�-�Z Job Name: v��,s ��n+ �'c� � � JobAddress: 15� v�.;� �,� �or J Legal Description Lot: Block: Filing: Subdivision: Owners Name: U�;� ��,� Address: Phone: Architect/Designer: ��yo Address: Phone: Engineer:i►�,�,�,�.��,�� Address: Phone: REASON FOR REVISIONS: (�n��;,�,,�,�( ,�a..�,',� 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 OfheF Fees.� � ��- Occupancy Group: �� -� �1cce 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 CONIMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL,CO 81657 970-479-2138 �S�g Q� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERNIIT Permit # B06-0018 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITEBUILDING'A' Applied. . : 02/10/2006 Parcel No...: 210108278002 Issued. . : 06/O1/2006 Legal Description: � Expires . .: 11/28/2006 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: 303-8'1.5-1313 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: 7,659,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOP�.DING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMNETS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation Totals. . . $27, 659, 000.00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 **+t***t***�*******�*s*a*�*�***�****a**�************s**+�*****+***** FEE S UMMARY �*******�**a*��:****+*t**t***r************+*s**********+***�* Building------> 102,914.10 Restuarant Plan Review--> $0.00 Total Calculated Fees---> 205,831.20 Plan Check---> 102,914.10 Recreation Fee--------------> $0.oo Additional Fees-----------> $36.00 Investigation-> $0.00 TOTAL FEES-------------> 205,831.20 Total Permit Fee----------> 205,867.20 Will Call-----> $3.00 Payments-------------------> 205,867.20 BALANCE DUE---------> $0.00 *******�****+asa*r**�*s*�*+**�+*�**********t*t*******t*a****s��********r*********+***aa***+**s*+*+****************�*a*+***+***t*r:******r****�**** Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted for Grading, Excavation Shoring only. Otner approvals required prior to approval of full buil�ding perm t. t �J� \°� G�` �'�� _..Y� �, :. � r Monroe 8�Newell Engineers,I�x. Structural Engineers vaa.[w�K.•r.� Field Report Vail's Front Door Building A - Parking Garage Report#: 5 Date/Time: 10/24/O6 12:00 PM Weather: Sunny 50 degrees The purpose of this site visit was: to obse�ve rebar for tower crane#1 footing,which is located near grids 30 and L.3. The following was noted: Reference sheet S101 W. No exceptions were noted. Rebar was placed as shown on drawings. Report Prepared by: Gre Leuchtmann � REV_IEWED BY c�c�;�,� u � .,� DB Nov t 3 2000 COLORAAGENCY ECTION VAILS FRONT DOOR BA� E R SUBMITTAL DATA SHEET c:; �, : .� E� � ,__„�:� ss�,f� PROJECT NAME: VAILS FRONT DOOR A/E'S PROJECT NO.: 210-001-00 OWNER: Vail Resorts Development Co. Avon, Colorado BAKER PROJECT NO. 8963 FIRST SUBMITTAL DATE: 9/7/2006 RESUBMISSION DATE: 11/7/2006 ARCHITECT: 42/40 ENGINEER:Monroe 8 Newell 1621 18th Street Suite 200 70 Benchmark Road Suite 204 Denver,Colorado 80202 Avon,Colorado 81620 Ph: Ph: Fax: Fax: GENERAL CONTRACTOR Hyder Construction Compan� SUBCONTRACTOR:Baker Concrete Construction,Inc 1904 Jasper Street Denver,CO 80202 Aurora,CO 80011 ph; Ph: 303-367-8111 Fax: Fax:303-367-8004 SPEC.SECTION: MANUFACTURER/SUPPLIER: ITEM SUBMITTED: BLDG E TOWER CRANE DESIGN CALCULATION; DEVIATION FROM CONTRACT DOCUMENT Meets Specification BAKER SUBMITTAL NO.: 3300-004B ��.�._._��`�� RE��E1►'�c�D E3Y BAKER CONCR�TE C�NST�UCTION � �� NQV � 7t?s�� ,°�, ? �� a � 8nd h�r cubmi a � —__�--� Bake�Con�r�oi�n�t�4u�na�w��„Ga, , r��tir�a i�vsp�cri��n� theatte dlnt,tx�td�q�w�t�tneCont�+m�ts,� eto�u ° �.__.__..__� �'u��:�;�� co�rtrador ena piler ntr�tor b arcon� .__._ ___.._._.___ �pn pro• �� firmationan correlatP�noi�i��io��t� wo �thwotK cessesandamstNCtio teca�, � t ,;a��ot tbe wark. ofothestrades;an�sa��st_ -- ---, �� `;',��?� .____.----- � ��,,�� z 1,�� d � � � � � � � i �� 2006 I J TOWN OI= '1fA�L .��. , , �� „�; ��.u...�,.�;:. R�CEIVED Tower Crane Design Calculations Nov o s Zoos �►: eaker concx�e Ccx�, Date: August 9, 2006 Project Name: Vaii's Front Door 2006 BCCI Job Number: 8963 Project Location: Vail, Colorado Structural EOR: Monroe and Newell Engineers, Inc. Architect: 42/40 Architecture General Contractor: Hyder Construction, Inc. .�.� � �� 4�.y ` (��4 oaea�@s+�r�y 6,f,'°° r� v �c+ � ��i'fs �,r°� `t,`� v�� fl �. 'S.d"( B4 /�•.'h�4�t �� ' ��•"� r�.7} •�` �,��" '�'1 F��'i E��E� �Y :� :�� < e� - � � �� G��+� ':�,�;. �3 0 oa .y,�V �� o�ae:om°,1�,, � � , �`S'�f"U��, �`��'` -�'�. � CO�OI;ADO {NSPECTION �� A6E�1CY � � ��v� � George A. Amolochitis, P.E. Equal Opportunity Employer Southwest Region Corporate and Midwest Region 8300 Heampstead Road 900 North Garver Road Houston,Texas 77008 Monroe,Ohio 45050-1277 713-864-0657(OFF) 513-539-4000(OFF) 713-864-6783(FAX) 513-539-4380(FAX) Southwest Region C o n c r et e JOB U��V`� �' ++�� "o'�� s3oo Hempstead Street C o n st r u c t i o n ITEM Tot�.�- ��+-��- �bu�'�- �+�' 'iouston,Texas 77008 �- 713-864-0657(OFF) DATE '��8� m� SHEET NO. � OF 713-864-6783(FAX) "('�,� � ��t � i W _ , C � � _ . . .. � _ _ _ `�',�✓1rt'"�- � .��'I'S f ��X_. 1�w�.�S �a�s t or- , � ' +_ � . _:._r..�__._ �e_ N._,._... ..... .__ ---w;�.��._.____�__--.- .-._�- .. _ < , __ _ , ... � . _, _ _ __ �''4l.,�_ _'��{a ti �1�c"�� ..��D(Z° i �'!� 9G "��'L�2-,..� �- � 1'�� ?,.� �i . �1°-��-r�z� _ , _ ' ��° .,.:=��.. � c�,►Y=n F-' �'z-�`��1� _ , ';�..r�kkc�� ' �.,�tYra-� ', , , _. ,_....__.._._ ..... �h��i� �a�� M��l _ _5��2 I�• _�� __ S��:S .k , �- _,_ _ � �.. ._.__�:..��:� V�-�1c.�., �?.r,u.�. 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' � �k•^a�� : , �.�t�' ',. �_ _ , _. ,. __ <_ . �.;f �,00�S __ � P � �.ob,� _ . _ �`� _ ►..�� __ _ � _ _ � _ _ � �St+�,�,� :.. fl , ;o�I S x �o x..f�' ` I�.�`� �•J�,��T _ _ . _ � � '.U� .�`�=_lo ��.� � 12u:c�.t� . �< �� _- _�� z`� �� _ �k� __ ; Form 236 � Southwest Region C o n c r et e JOB ��0�'``� -p 1�� g300 Hempstead Street C o n s t r u c t i o n �.,�,p,�{� ��,�.,,p,�� -louston,Texas 77008 ITEM �a�Q. 713-864-0657(OFF) DATE �t � �t� SHEET NO. �' OF . 713-864-6783(FAX) �� p�� UUG�Z- TU2t�tr-�� slS1�i� �C.�, . ; ' _ , , `., x � �- .��?� � � �� '��'F �� _ _ �; _ _ _ __ . _ �` ; . __ '�.�4��:^C��.G�_ ;IJ1�Nl�'(' '�`C ��'�� , � , � , _ . ,.. , _ . _ ! . �'i _ � � 1�� 4�� kx 2i �- � 1�1� �`�3,"i� k�_-�+ ._� � � _�_ ----� �_ � . �� _. �� _ . _. � � v ►a-� � 12�� Z� __ Ca'1'��, 1� _ -- ; __. _ � _ ��co� � _ _ . _ _ __ . �(��3 � �`� °�` ; ` Cl-1�GC.Y�.___`TQ=-hl�It,�;T� ..OF, _ �a-C��-r.. �� c.�-(�er� , _ �twsR►.-ISµ ,��t�:-�tv�� . ��aet�t.��r�.� , USI� . e4 _ 2 � QA�'L`C_ `F�C-'�o� _ � �� /, p ; _ _ '�. __ _��1��E1,�� ill�� ' � __ . __.____..�__._�, �' 2, 5 � Sb 3 = �4 132� - le � .� _ , � �(i�1 _ , � '� � . _� .__ , ____ , __ , , _ '. .... . ... _ . ... �lir i,'A } .. .. _.. `A� � i �'�� . .(�'�'t� �t?� � � ' � . S , _�'a'T��4 .I .=%_ �``�,�,t,� '�_ �00 �.�__ ' ' ' CG�C�R 0 PEC?ION ; : __. . . _ . __ . A� INS > �.�� ' �3�0�-3�3� x �o �� w �2 �� Q�, - _ „ _ � �F f N�Ef �Y ., '.�--F�«�� _ � _ . __ � �oci-('r� l� _ �4�T GN ; <� = vJc�CC�a 1'S! � '� T�P�4''� ,_ ` �°,. ,� 4�..�.�. _. ��_ u _ �1�3��ZkOC1 L�2�-Ov Lc�rtiGt� �» , `�,t� ' A la ��M . d'�� r� ; ..�� '"° ,� t�" '1't�i'', �:..f�"C� ..,_.__-- ___-__ ___-____. . _ ' _. � . _ __ _ _ ; . __ , _ . ' , .�`I� �_ 4Z��c.___ S ' '� � � . '. '�o'CTo t-'� l;F°`f�_ , __ � 2 ' -_ _9 � _ ___ � o , , !� _.._ .,. � ,, � �' , _ �'-o �'�Nc.jc i � .� . � S � ' � ��..._�_.__ � �._ � f_ � � __ _ � ' , ' � _.. ` :. � , �"1�IZ" �2�...., -.��°. ..,_. _.. ____-_---�--- k _ �,__. , . � _ . _ _ �o� �'� � . �. � , S �.� �._ � +- -� _ , , -.. , � a.._-.�..... , .�._ -�....R�_.�. _._.�._ ... .... . .... .... , � Mi,.� t.��:'�T�- c,�� ! - , : � � t o �_ 2 0.c. . k��-'� �� _ _. - t U 3 t�;�„7 ; t _� €2" ��.. _ � ,� ___. _ . _ ;. �'TToM ; L.A?(�� _�! _ �a�' e,,,a�p� __ a � : � Form 236 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 # B06-0018 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 02/OS/2007 Legal Description: Expires . .: 11/28/2006 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115.18 108, 815$12, 533, 311.70 Totals. . . 108, 815$27, 739, 000. 00* Fireplace Information: Restricted: Y N of Gas Appliances: 0 #of Gas Logs: 0 ft of Wood Pellet: 0 **************************�****�*************************�****�***** FEE SUMMARY *******�**********�*�*************a:*�*****��*�***�**�***+*** Building------> 103,206.10 Restuarant Plan Review--> $0.0o Total Calculated Fees---> 206,4i5.20 Plan Check---> 103,2 0 6.10 Recreation Fee--------------> $o.0 0 Additional Fees-----------> $6 0.0 0 Investigation-> $0.0 o TOTAL FEES------------> 2 06,415.2 o Total Permit Fee----------> 2 06,4 7 5.2 0 W ill Cali-----> $3.0 0 Payments-------------------> 2 0 6,4 7 5.2 0 BALANCE DUE--------> $0.00 �****�*��*******************�***********�***********************************************************************��****�*************�****�*****�* Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted for Grading, Excavation and Shoring only. Other approvals required prior to approval of full building permit. PW approval required prior to issuance of partial permit. 06/01/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/11/2006 MROYER Action: AP Full building permit pending conditions and other department sign-offs. 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RFI No. A-112 approved. 1 hour plan review due $60 .00 Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval for excavation, shoring and grading only. Addtional approvals required for building permit. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval for the construction of a temporary stair to provide emergency egress out of Lodge Tower South. This stair is temporary only and shall be removed prior to the issuance of a final CO Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval for grading and excavation only. Requires fifty percent submittal in 30 days, 100 in sixty. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU's. Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 07/14/2006 tk Action: AP Approved Building permit revisions dated received 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 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. SIGNATU O 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*�� CONDITIONS OF APPROVAL Permit# B06-0018 as of 02-OS-2007 Status: ISSUED *�:*�:*�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: 02/OS/2007 303-825-1313 To Expire: 11/28/2006 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARHING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. ' � v4. �--� �� ,� u ___ �...-- �� - _ �___._...�.___._ i �—� :�-��-� �s� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building Permit#: (3d6-Go�� , Q r .��f � 970-478-2149,(Inspecti,ons) '' � l7 � �� REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: !-�,��- C�rSfi��, z,,.� (v�-/� v �=��ti� -�� ATTENTION: � 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 Count Assessors Office at 970-328-8640 or visit www.ea Ie-count .com Parcel;# � r��G�azrc��} Job Name: UU: �s ��t �� Job Address: �S-1 V�; j �.,�,��_ Legal Description Lot: Block: Filing: Subdivision: Owners Name:v�,( R e_�;,r.t-s Address: Phone: Architect/Designer:��y v Address: Phone: Engineer: �G^�� N�� Address: Phone: REASON FOR REVISIONS: � �� .,.,�,�� ssC�-.�,(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 Other Fees: � Occupancy Group: Accepted By: Type of Construction: Date Received: ! � F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 ��`,. � u �� i�@'�''1�'"1T.�'�� ani�p�p a9iai�19iPR11�9J�1 ,ylll�94 i}en�{i�it ii�i�g��o ea��,��e��. 6 A N yi i Iliry �q � ��,�i �� AI��,14�1�',��I��V il��p��ud�l �m,��llri��.. AGENCY December 22, 2006 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Vail Front Door PLAN REVIEW: B06-0018 Rev. 4 ADDRESS: 151 Vail Lane Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: 1. Plans: ■ RFI No. A-112 These documents were reviewed only for their conformance to the provisions of the 2003 International Building Code, 2003 International Mechanical Code, 2003 International Plumbing Code, 2002 National Electrical Code, and 2003 ICC/ANSI A117.1. Colorado Inspection Agency finds the documents submitted to be complete for construction and ready for issuance. Additional plan review fee of $60.00 is due for 1 hour of plan review at $60.00 an ��, hour. �----� - ,� ti Sincer �� _ --_-�.--. �/ John Plano Plans Examiner Colorado Inspection Agency Colorado Inspection Agency p:970.328.1790 1286 Chambers Avenue f:970.328.1791 Eagle,CO 81631 Colorado Inspection Agency Eagle Office 1.?t3E�C:..?�c,��,k?�:rs Ave;r��e �1;�I i�c��t.�[�, �c�lc:lri�do£s3631 �y7.]� / � � �� F'.��i�i ,�,. ��;✓`/�S/� L/�f ( �'Ct�Jw'�;f 1\C:7�Yi£�: � n�- D� � ,�esf..�� };",�; v:,��= w� . '� ��. c�' �:� � � � � � � �:_� F'�cFr�s �xc�r��inc>i: __(�j��k-�.�(� .---- �iuilt�ir-ic�t�'=ric.ir�l: Matthew Royer tw)��ice f'?n��: 970-328-1790 I'"ifL;IP1C;€ RE;f, s`». R�z��sic�r�� r3:.�rnk��r --��^^^^^.^^ • /2-� �'. �-' {... .��..�.��. 'C��STRUCTION INC. REQUEST FOR INFORMATION VFD Site Work& Bldg A- Garage/Dock HCI Job No. 26006 RFI No. A-112 TO: Neha Khera DATE OF QUESTION: 12/4/2006 42/40 Architecture REPLY NEEDED BY: 12/11/2006 DESCRIPTION: Infill Wall Type Confirmation WORK IMPACT:Unknown 5CHEDULE IMPACT:Unknown COST IMPACT: Unknown REQUEST: Please confirm that UL wall type U415 System G wall is acceptable for the infill walls between the South Lodge Tower and the Garage. PROPOSED SOLUTION: RFI Initiated By: HCI Subcontractor RFI No. Distributed: SD;HPE Signed: Greg Perry Project Engineer ANSWER: As a temporary infill wall, the UL U415, Type G wall is acceptable ed ASK A-003 for additional information. Please call with any questions or om��E�E D BY r,r `? 'j :. ., t. � COLORADO INSPECTIUN � �C� r, ��, I� � �' "";;' � xxF� AGEf�JCY � _ � � � �-.. :��,��.a � , �w �, � ,��c�� DEC i � 2006 � Subject to ins��ciior, ari Gcmrliance to a � I relevant Ad�pted Euii�� ,�; ,d Miir7;cipa! Cod s. Changes in Plan� , us� app�oved. T�WN C)'�F VAIL Date (Z-2z-c.�. E3y Code: 2�ra 3 Z�iL' - Colorado Inspection Agency � Answered y• / A chitecture Date: �Z/5/� Signed: 543 Santa Fe Drive,Denver,Colorado 80204 Phone:(303)825-1313 Fax:(303)825-3223 Email:info@hyderinccom Website:www.hyderinc.com Fonn f rti_07_hyder071206 1/8" TO 1/4" GAP FILLED 48" WITH FIRE RATED SEALANT. � � ASSEMBLY SHALL BE AIR IMPENETRABLE. Q STRUCTURE � H EAD METAL CEILING RUNNER ��`r FIBER BATT, lYP. PLAN 1" LINER BOARD ' 2�° C—H STUD C� 24" O.C. (3) LAYERS TYPE "X" �" GWB PREFERRED SHAFT SIDE; IN DOUBLE SHAFT SCENARIOS, ASSEMBLY IS EVIEIIIfED BY CONTRACTOR'S DISCRE ION. S I L� 1" LWER BOARD (3) LAYERS TYPE "X" " GW METAL J—RUNNER COLORADO lNSPECTION AG�NCY Q 1/8" TO 1/4" GAP FI LLED � WITH FIRE RATED SEALANT. Q'� `'Q�D ASSEMBLY SHALL BE AIR �� I M P EN ETRAB LE. ��Q�� '�� ET � I�I � � II-II � �� V V � I� L � GERALD 02081 � � � � °0 � '��.�� \�� 31 STC 45-49: GA WP7452 `�ffl AR�� w� WT—ST-3H-31.dwg �r�i,��e«�rR�`�rd V a.11's Front Door DRAWING N0: ASK A—003 4240 ��*ncr%Dc�cloper REFERENCE: RFI A-112 Vail Resorts ISSUE: — DevelO ment Com an�� DATE: 12/04/06 Denaer,Colorado p p SCALE: 1 1�2��=1�-0° �Aron,Colorado DRAWN BY: NK GP G-P Gypsum Corporation 55 GP Plaza - 19th Floor ■ • � • Atlanta, GA 30303 December 6, 2006 Superior Drywall Inc. Attn: Mr. Ray Bumgardner P. O. Box 881 Eagle, CO 81631 Job Reference: Vail's Front Door Product Reference: 1"DensGlass Ultra Shaftliner Application Issue: Shaftwall UL U415 Clarification Dear Mr. Bumgardner, This letter was requested to clarify the use of DensGlass Ultra Shaftliner(DGUSL)panels within shaftwall design UL U415, System G. G-P Gypsum manufactures DGUSL panels that may be used in similar shaftwall/stairwell systems designs. G-P Gypsum's specific 3 hour fire resistant shaftwall assembly(WHUITS Design GP/WA 180- Ol)has similar design intent to UL U415, System G. ITS has approved the use of C-H and I Studs within the GP/WA 180-01 wall assembly(see attached letter). Please note that UL U415, System G is a proprietary design by United States Gypsum Co. DGUSL conforms to the following applicable standards: ASTM Standard Specifications ASTM C 442 ASTM C 1396 ASTM D 3273 * DGUSL is a 1"thick, moisture and fire resistant Type"X" gypsum core shaftliner panel. * DGUSL panels are surfaced with glass mat facing on the face and back. When tested, as manufactured, in accordance with ASTM D 3273,Dens Glass Ultra Shaftliner scored a 10,the highest level of performance for mold resistance under the ASTM D 3273 method. * DGUSL is warranted for up to six month of coverage against in-place exposure damage and five years against manufacturing defects (see attached DGUSL Limited Warranty). Please do not hesitate to contact G-P Gypsum's Technical Hotline(1 800 225 6119) far any additional information. Sincerely, �im Sc(midt Jim Schmidt G-P Gypsum, Technical Services Technical Resource Manager 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 # B06-0018 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . OS/10/2007 Legal Description: `7�S��_ �j6� � Expires . .: 11/28/2006 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE_ ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115.18 108, 815$12, 533, 311.70 Totals. . . 108, 815$27, 739, 000.00* Fireplace Information: Restricted: Y #of Gas Appliances: 0 71 of Gas Logs: 0 #of Wood Pellet: 0 ********�****************�*******�***********�********************** FEE SUMMARY *********************************�*************�************ Building------> 103,206.lo Restuarant Plan Review--> $0.0o To[al Calculated Fees---> 206,415.20 Plan Check---> 10 3,2 0 6.1 o Recreation Fee--------------> $o.o o Additional Fees-----------> $3 0 4.9� Investigation-> $o.o o TOTAL FEES-------------> 2 0 6,415.2 o Total Permit Fee----------> 2 0 6,7 2 0.17 Will Call-----> $3.00 Paymen[s-------------------> 206,720.19 BALANCE DUE---------> ($o.02) *************************************************************************************************************�****************************�****** Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted for Grading, Excavation and Shoring only. Other approvals required prior to approval of full building permit. PW approval required prior to issuance of partial permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/11/2006 MROYER Action: AP Full building permit pending conditions and other department sign-offs. 10/02/2006 MROYER Action: PA Rev. 1 - IR #1254; approved structural changes. Additional $0. 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RFI No. A-112 approved. 1 hour plan review due $60.00 02/07/2007 MROYER Action: AP Approval for temp. stairs on East end of Lodge Tower. Additional Permit Fee: 148.48, Plan Review: 96.51. CIA % per contract Permit fee: 103 .94 and Plan Review: 77.21. Total fee of 244 .99 must be collected prior to release of revision. 03/Ol/2007 MROYER Action: DN Revision 5- Dock levelers. Comment letter emailed to Doug Thompson and Neha 03/01/2007. 04/13/2007 MROYER Action: PA Rev. 5- IR# 2971- ASI A-017 Add dock levelers to improve loading dock. Billed 1 hour � $60 04/17/2007 MROYER Action: CR Rev. 7, IR-3090- Ramp elevation clarification comment letter sent to Neha. 04/17/2007. Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval for excavation, shoring and grading only. Addtional approvals required for building permit. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval for the construction of a temporary stair to provide emergency egress out of Lodge Tower South. This stair is temporary only and shall be removed prior to the issuance of a final CO 02/06/2007 George Action: PA This approval is for the addition of loading dock levelers only 03/05/2007 George Action: PA Building A. This is a partial approval for clarifications to the stell decking only. No other revisions are permitted by this approval. 03/05/2007 George Action: PA Building A. This is a partial approval for changes in footing elevations and the slope of the foundation. Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval for grading and excavation only. Requires fifty percent submittal in 30 days, 100 in sixty. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONLY 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved PAGE 2 *�:�*��*�*��:*�*��:�*****�**��x�*�*�*��x�*�*�*�*�**�*�*�:*�:*�*�*�x***��*�***��*=�*�x*�*�*�:**�*�x*�x�:*�*�:*:�*�x*�x*�x*�:� CONDITIONS OF APPROVAL Permit# B06-0018 as of OS-10-2007 Status: ISSUED �x�*�x*�x*�**�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: 11/28/2006 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. 07/14/2006 tk Action: AP Approved Building permit revisions dated received � 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 02/06/2007 tk Action: AP Approved ASI-A-017 for installation of Dock Levelers. Plan received 1-31-07, dated 1-29-07. 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 R:00 AM-4 PM. 'L- " L;, f �, SIGNA'�URE�OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ******�********+**********+*�**********+********�******************************************* TOWN OF VAIL, COLORADO Statement *****************************************************�x************************************** Statement Number: R070000675 Amount: $244.97 05/10/200704:44 PM Payment Method: Check Init: LT Notation: Douglas Thompson / ck 2430 ----------------------------------------------------------------------------- Permit No: B06-0018 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 206,720.17 This Payment: $244.97 Total ALL Pmts: 206,720.17 Balance: $0.00 +*+**�******�*********************************�***�:x*************�x�x********************:x**** ACCOITNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 148.46 PF 00100003112300 PLAN CHECK FEES 28•96 PF 00100003112300, PLAN CK - project GFP012 67.55 ----------------------------------------------------------------------------- _... , - - � � l�� ?C. �'GI �� a�-'c�:, ��,�� ATIO WILL NOT BE ACCEPTED IF COMPLETE OR UNSIGNED Building Permit#: ,�U�-oo� 4'S , � � 9T�-479-2149{inspections) , # � �� k REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.� 75 S. Frontage Rd. Vail, Colorado 81657 **�All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: f-�dc� ��s�1-rc,.�iw. T��. d�-/a C�� Per�y (�-��-c�-c-�a�3 ATTENTION: 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 af 970-328-8640 or visit www.ea le-count .com Parcel# .. ,__..___. ��O 10`�Z2.ro 3-'� Job Name: , , Job Address: r� U�„'� �� v�.� I s ��-t '�vo c- Legal Description Lot: Block: Filing: Subdivision: Owners Name: U�.;� �es�� Address: Phone: Architect/Designer: ��/y� Address: Phone: Engineer: �o��L �, ��,�� Address: Phone: REASON FOR REVISIONS: �e,,,��, �� -E-o p,a,,;�e e�c-�ss -Fvc .��,,'[l, l-.�t�... To�,��r- Work Class: NewQ� 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 O No O Does a Fire Sprinkler System Exist: Yes O No ) c, r � �2.rvu-1%�,= t� t U 3.`"�`-� P��'v� rP��,�..�U � "1-7.�--) V�l_ �c-a,wvu. �t��,y- FOR OFFICE USE ONLY DEC 18 20Q6 ��`" � ._ Oth ' ee `��`�— f�� Occu anc Grou : ;Accepted By:' _ `f Type of Cons ruc . Date Received: ,, . �.�� , . �: . ,� .. ._._ ..: F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 AGENCY February 7, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: INTERNAL REF#: 2656 PROJECT: Vail Front Door PLAN REVIEW: B06-0018 ADDRESS: 151 Vail Lane REVISION : Rev. 3 Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: 1. Plans: ■ Temporary Stair Plan These documents were reviewed only for their conformance to the provisions of the 2003 International Building Code, 2003 International Mechanical Code, 2003 International Plumbing Code, 2002 National Electrical Code, and 2003 ICC/ANSI A117.1. Colorado Inspection Agency finds the documents submitted to be complete for construction and ready for issuance. Additional Town of Vail fees of$244.97 (building permit $148.48, plan review $96.51) are due for increased valuation of$40,676.00. Sincerely, �o � u� . s`� �� r� .�3 � Matt Royer � � � � `�3�� •Z � Building Official Colorado Inspection Agency matt.royer@coinspect.com Colorado Inspection Agency p:970.328.1790 1286 Chambers Avenue f:970328.1791 Eagle,CO 81631 �PP�v�� T�wt,�R�i- �! 0 � 0 ,� 4'-I G � �j I (%i"x I y Gq. ---- _ � _ CR�P S712e�T � tl ___.<. Pl,F1�+�J i�S� ' �4 r' — D ES iG N f'1.� (oo�os{Lt�lE �0 1' ;_ Lr,,4,rj � o '.�°"„� .� � - G3x3xy$ Y.812AC,C ,A� �� 4'-I - �lcN E-�vD or srAi�s, -q�-� g7�N n�.cl.��. 8188'-01/2' ':F}Ia�OfLacLS t?eqvtR�.D _ __'.aN� Eri7�NSio7us �R- I l�� 12 Rat 616"=6'-I !16" ; �.TvAc2f�S ��Z, �FCicV'C. /�05//.f� ; ANp Uar�D�N6� 818!'-I I/16" � _ � � _ � - � H Ss�x�x% — � �'o Lctt�srn/ �vJ/ ��4`r BA SE �aLA-7L `� i 3/�„x �I"X O'–I I �^ __ ,� � ==-°=-t\x6(4��X,�, �ot�iS N ��1d.� ..��R Oo��` 8169'-6"a .x__ f , :� �� f_- 4 . - i-L i'-�," , (,e� ;i� °ry � -- . � � ��.e`��tii .. ��r. .h�� ............ _...__. . . ....i. � i '"`�r ro ti L '� �� ._ {",F, '��f�-'�,�j�� ' �. �PP�mv�°�- Ex.��cs w�rw rc� . �"` +ew�v� Sub�ect to inspectipn_and Com_pl ance to ai! relevat�t Adopted Building and, Mu icipal Codes. Changes in Plans MUST be-a proved. I Treads at I I"G��sX 33-9 '� Date et ZaO�gy ' t .� � �� ' ZOO 3 I�C_ ;�� ' �0 Colora�o Insp�c±ion Ane y A ti - �usT�NG SowrN Lo DG E 'l3�.•t E-+Q ; __ � 8u��.��G , _____ � � t`�LA-tJ O � � crsx 3�.� � ; � 24 Treads at I I'= I 7'-5" �A � � ___ 5' � I Treads at I I"= I 0'-I"--�-5'-0"---�{ � c _ - c � - ; _ � :D .,�. �P'F�.Ip+L IN�P�crn� 1��R� _ . ►--• Fa R- c,�EC.��, ��3��"�� HSs�1x X�� __ G`�7 ,� `� GoLc./l�'/N _ a m � m m '�C� _ _ m � c � C^ m Z "1 � m � Q 9 Treads at I I'= 17'-5' { � � � (� �i�_ ; ,�� -, � D _� ,�, � c�s F«rr�, ; � �3'.i' �P�`� _ F ., � �� b .� �N �� i �' `�V f1�� Z � Gl Go�tC I�E'�L' FTC�, ��` � � 3'-o''x 3'-o"xf!�4 TOWIV C�� td� L �� w�-rk C4)�.�x a-9" o► L3x3x%� xo-�'' �2 EAGN �P!�� BvT. ktt� U'} 3�¢"C� y�6� __.. o v o � E.�cP. �ff oLi": � � T N �<. -..x_ ....-F ..� x �.�. :.- .. . m m �iti�s:E -: �.l,E�l A��.1—�4-�A�� - � ��i- > :. , � � � N � �� ;� _ ' �� .��- � � .a . � .. �, :. . � x . . � �a � (U (V ......... . _ .. _........... ..._._. . .__....� .____... . . +.. „�,, ,._ __ _'1 � � ��..... �__ _ 4 �` � � __ , , ,.. .. d `.1 J d`` 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 # B06-0018 Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION Location.....: VAILS FRONT DOOR-SITEBUILDING'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : OS/23/2007 Legal Description: Expires . .: 11/28/2006 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 108, 815$12, 533 , 311. 70 Totals . . . 108, 815$27, 739, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 �********+****t*r+�r*�***��******�*�*****t*v**�*r****�:�*�***�*a�+� FEE S UMMARY �*�**�*v**�*r+*►*+**********�******«**►�************�+*r+s*s Building------> 103,206.10 Restuarant Plan Review--> $0.00 Total Calculated Fees---> 206,415.20 Plan Check---> l0 3,2 06.10 Recreation Fee--------------> $0.0 o Additional Fees-----------> $3 64.97 Investigation-> $o.o o TOTAL FEES-------------> z o 6,415.2 0 Total Permit Fee----------> z o 5,�e o.1� W ill Call-----> $3.o o Payments-------------------> z o 5,�8 0.1� BALANCE DUE---------> $0.o 0 *****t**s*******�****e*�*t***+*t*��***�***.****:*****�*++s*******►*t***st��*�*�+**s*******�+*+*�:**+*s*.***x**�*+*+**�:.+*sa*.**�***e*****+*�**.�*. Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted tor Grading, Excavatio� Shoring only. Other approvals required prior to approval ot tull building permit . required prior to issuance of partial permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONJ 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs. 10/02/2006 MROYER Action: PA Rev. 1 - IR #1254; approved structural cha� Additional $0 . 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RFI No. A-112 approved. 1 hour plan review 02/07/2007 MROYER Action: AP Approval tor temp. stairs on East end ot Lc Additional Permit Fee: 148 .48, Plan Review: 96 . 51. CIA o per contract Permit tee: Plan Review: 77 .21. Total tee ot 244 . 99 must be collected prior to release ot rev: 03/Ol/2007 MROYER Action: DN Revision 5- Dock levelers . Comment letter E Doug Thompson and Neha 03/O1/2007 . 04/13/2007 MROYER Action: PA Rev. 5- IR# 2971- ASI A-017 Add dock levela improve loading dock. Billed 1 hour @ $60 04/17/2007 MROYER Action: CR Rev. 7, IR-3090- Ramp elevation clariticat: letter sent to Neha. 04/17/2007 . Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval tor ex� shoring and grading only. Addtional approvals required for building permit. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval tor the constru� temporary stair to provide emergency egress out ot Lodge Tower South. This stair : only and shall be removed prior to the issuance of a final CO 02/06/2007 George Action: PA This approval is tor the addition ot loadi� levelers only 03/05/2007 George Action: PA Building A. This is a partial approval tor claritications to the stell decking only. No other revisions are permitted by thi: 03/05/2007 George Action: PA Building A. This is a partial approval tor footing elevations and the slope of the foundation. Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval tor grading and excavatio� Requires fifty percent submittal in 30 days, 100 in sixty. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 02/06/2007 tk Action: AP Approved ASI-A-017 tor installation ot DocJ Plan received 1-31-07, dated 1-29-07 . 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[N ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. .' SIGN T RE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0018 as of OS-23-2007 Status: REVISION ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: OS/23/2007 303-825-1313 To Expire: 11/28/2006 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITEBUILDING 'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. ******************************************************************************************** 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: B06-0018 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 206,780. 17 This Payment: $60.00 Total ALL Pmts: 206,780. 17 Balance: $0.00 ******************************************+************************************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 60.00 ----------------------------------------------------------------------------- AGENCY Municipal Building Department Services 4/13/2007 Charlie Davis Chief Building Official 75 S. Frontage Road, Vail RE: PROJECT: Front Door Building A Rev. #5 INTERNAL REF #: 2971 PLAN REVIEW: # 606-0018 ADDRESS: 151 Vail Lane Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: Plans: ASI A-017 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, Matt 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•F�(303)774-0455 Windsor Office: 561 E.Garden Drive,Unit B•Windsor,CO 80550•(970)686-7511 • 1-800-400-1581 •Faac(970)686-9248 Eagle Office: 1286 Chambers Avenue,Suite 101 •Mailing Address:P.O.Box 1618•Eagle,CO 81631-1618•(970)328-1790•Fa�c(970)328-1791 Colorado Inspection Agency Eagle Office ;`?s;fi C}�c.�rnk>e:rs AvE.,,,u�> �1;)1 FC:iC.7€E'., Cl`?IL)(�C7C.�G�Pi�6:.{E F'��rr��;i�l� �: f'rt�j�c:fi I�:c7rr�e; C`.��s�.��iptic�r�: �i��—' ��?` Q �'t h� -p� f"' �� . y�; �� f S� �i;. x.� . _,� . <. _�... , � ,x", ,_ ... Pl«r�� x<:rrnir�c;r: �b�� '�U F3viidir�ca �)ffic.ic�l: Matthew Royer v)ffir_� �'f�c,�-�e: 970-328-1790 ir,t�::rr�r�l Re;�. �_ �euisi{Jr;r��k�er i I�i�i��iV'`-� �Ci�,� � 1 � �� 1 �� xi�t�t�=t�.,:,�:c:;�,;a�u;�; C„7yc; , (�•- �S► � `1 `-' � � � . APPLIC ION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED � �� (zt:.uc,� Building Permit#: �j6 -`c�1 g �, �� '' �.� S jti��7 97Q�479-2149(InS�ections) _- �?V, � ��'�� REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mert�au'ual,.��_.� 75 S. Frontage Rd. �� , (C�,`-, ��' ;j �`� �; ,� Vail, Colorado 81657 � � ***All Revision submittals must include the Field Set of approved plans. furth ins ections� '� will be preformed until the revisions are approved. � ��f� 0 CONTRACTOR INFORMATION -. � General Contractor: Town of Vail Reg. No.: Contact and Phon . ' �'i Zl' �onS I�.c b� �f� � pet� �9'�O) H�-G-2 t�l 3 ATTENTION: 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 le-count .com Parcel# M �. .. .,, � I v I o � 2z !o �-� Job Name: v �` r r } �o�. Job Address: l 5 1 Vo..l ��¢ �,,, 5 (an Legal Description Lot: Block: Filing: Subdivision: Owners Name: G Address: Phone: V � � OZ.vso r1�S ArchitecUDesigner: Address: Phone: t'l�/`'(O Engineer: , , Address: Phone: �}`� L� �..e � REASON FOR REVI ONS: �� v�l; / ^ t e : /�lJ-��-� � /'n"�p�J G. �-0 G�U�/1� �d Ut \ r Work Class: Nev�� 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 Loqs ( ) Wood/Pellet( ) Wood Burninq ( ) 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: Occu anc Grau��. � Accepted By:' Type of Construc#ion: „Date Received: ; , F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 ` io. AGENCY COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS TO: Contractor Architect Enaineer Hyder Construction 42/40 Monroe & Newell Eng Doug Thompson Randy Hart EMAIL: dthomson(a�hvderinc.com rhart(a�4240arch.com FAX#: Revision Number 5 NUMBER OF PAGES: 2 FROM: Matthew Royer DATE: 03/01/2007 BUILDING PERMIT#: B06-0018 OWNERS NAME: Vail Resorts Co. SITE ADDRESS: Building A and Site SUBDIVISION: Mill Creek OCCUPANCY GROUP: S-2 TYPE OF CONSTRUCTION: I-A NUMBER OF STORIES: 3 The design documents submitted for this project have been reviewed for complianceanrith the locally adopted codes and amendments. The following comments must be addressed before a building permit is issued. For processing: . Please submit (51 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 repuested information. Please send revisions to the attention of the plans examiner with the buildinq permit application number noted. Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. . Please be sure to include on the resubmittal the enqineer's or architect's "wet" stamp, siqnature, reaistration number and date on the cover page 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-b06-0018.rev5.DOC Page 1 of 2 BUILDING DEPARTMENT COMMENTS: 1. Sheet ASK-A-005; Provide referenced detail 1/A501. Sheet A501 is not part of the Town of Vail approved and issued plan. 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 re-submittal. 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 s pect.com � t l ��,�� iC..2�e.G\ v—►ti. �'� . I ��..v c�-'�. r�-i\ � �...,,.._ _.,..._._�, V:�Plan Review\Vail�Front Door\tov-b06-0018.rev5.DOC Page 2 of 2 � " 4240 � � ARCHITECT'S SUPPLEMENTAL VAIL'SFRONTDOOR INSTRUCTION No. A-oi7 ro: DougThompson/ Hyder Construction, If1C. PROfECTNO: 20693.OH 543 Santa Fe Drive issueo: 01.29.07 Denver, CO 80204 FROM: genjamin Gray 303-825-1313 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instruction Title: Bldg A—Dock Leveler Addition Reason for Change: At the request of VRDC,two dock levelers have add to the loading dock. �� II� 6 _ escription of Instructions: z r � • �-��-�'� � � �� See attachments for clarification. ! � , ,� . �'i �i � �� , � �;--1 � � , 2.�� ;��,� ��-�,', s��,�� ro � � ;� ._ .. �� ' _��;��`'� � _ Attachments and Enclosures: 4240 ASK A-005,dated 01.29.07. ABS ESK A-006,A-007, and A-008 dated 01.30.07. .. Copy To: ASI File BY� Rick Caudel/VRDC Jay Watson/ABS Received 42�40 ARCHITECTURE INC 1621 Eighteenth Streec Suite 200 Denver,Colorado 80202 The information contained in this message is privileged and confidential intended only for the use of the individual(s)or entity(ies)named t 303.292.3388 f 303.292.31 13 above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distribution,or copying of www.4240architecture.com this communication is strictly prohibited. If you have received this communicaGon in error,please notify 42/40 Architecture,Inc.immediately. �`�IDIN� � r"`�� — � i _�_ �� D( DOCK LIGHTS � ` RE: 10/A501� � �� 8152'—10•• JG FOR EX. INTAKE 3/A401 53'-3/ " / , � 3 TRENCH DRAIN/ RE: I�ECH. / �03 LIGHTS 8153'—0" LOADING DOCK A116 � i � � FIN. LOOR 815 -0 a ^; /c� o Q � o\ °�� I.C.0 BAR RAILER�� RESTRAIN G DEVICE ^ TYP. AT CH LOADIN SPACE. , � % � Ai.,. �0" � IJ � .�...,., �3' iy2'—io., � � ,l+ �� _ I ��♦ �•�•��'�i -'�'•=-- ��OG/� 6, �„ 4 � ��I P2.�D� ABV. � \ 1 ��` DOCK PLATFORM ., /. A106 � �� s 81 " DOCK LEVEL�R� TYP. OF 4 \ � F C4/ DOCK LIGHT � � \ �'r,. o .�• c, . � � � � � _ � \ � ' � � DOCK � � �. a �nP� � , � o v�- ^\��• 3�• � � / �0 8152'-10•• DOCK HT \ �RE: 1 A50 � "�QP�v� �. ``^� l ��'' ��v`�i jy ` /• / . 1 5� � CORRIDOR/� A111 CHILLER A111 RE: BLDG-B M103 FOR EQUIP. � ' �B �O � � � � � � �_ � BEVERAGE f�° L COOLER ` 0 i� 6' � � > FEC3/_ � � �r. �. � , � � �� A107 � .< � � . . �� ` / � �, �� i � � � ., � . � 4 V � FORM CONC. TO ALLOW FOR AS v � � �� '• � EXHAUST TUNN UNDER DOCK AND � - ` � � RAMP— RE: M1 1 AND S101. 1�; �, / / ••` � \ \ � � � \ 5 fq � (4896 SQ. IN REQD) � � " �-ti FL001 � 1 / OPEN \ \ \ 6. � fQ MECH \ � � \ � / / � 6�� \ (RE: � �.�• Q� �( � O O � �no I oo.� i�� oa�c� Q� a�o�m b�� Z � � 3 0 � � � �, Q � n. � � o V � � �, o OA� � � � � 0 �1 0 � oa � Q C� � ` � , / REV� —_"' FQ � / ,� ; . `' ,�� ° �o .� Q � � 7 ��.� a o � � � ApR � � 2007 � / � , o � � � � LINE OF � ' � c � � $ BUILDING / ..� A D � Q ` \ �COIARADO INSPE T14� D ABOVE �' � ' � \ � AGENCY '' � 02 81 � ' - 9 / � � \ \� �� , 4n WIDE / � ,;� A �� si=,> z'_z" . � � � . . PAINTF� I INF / � _ � �� PARKING GARAGE/LOADING DOCK—PARTIAL LOWER LEVEL FLOOR PLAN 1 SCALE:1/8"=1' � � N � ^ O � �� C �"r � �v 1� �� !p'r�`0 A� � � C ' � � 0 � � � �� . 0 � � �� + � �v I � � � � 0 � ��v��tltltl►tNil� t,��\^ e e... ,, D \� �� : ��:� O �0�s�'Y9/s �O i �p, a� w Z'• �'`--`'� Oa� ��,z �,� iS�r" , C"�r rr,_ c:i r^:� e� `';,,,�\� � A� e `�}_' 6 �,,``_ � {"i/��• [� �1'/�V j�o, ! 1�a 1�,,A.,,`,, /� �[��4�a e �' 'v�`},�:.- /�/� G ��i\�`,�. ��lIII!{ i\e�`, EG�IIIPNENT KEY A�I lele-e-i �KIR.�t-� SP-IA SP-2 5E-I TG I TF-A-I ��I DL3 DL-4 HIR R1MP PAI�L�__... NOT U5� EtEYATOR SUhP PIX4P 5B^IP6E E.ELTOR PUMP PA18 TRASFILOMPAGTOR 6ARAFiE� FAN QEVATOR MAGHIP€ FAN LEVELB2 l.E1/F1.� LOAD PXMI,FL 10 HP 3/4 FP �/4 NP.. �,4� (�2HP 10 HP 2 HP in r+� 5 HP 5 t� �� 0 Y � � � � � � BRANGH GKT. GONDUGTORS 3�N0,1�106. 2�noJ•ioB. �tinnxin,c 2�12Jx126 3�12,IR126. 3�IOJsl06. 3�q21�126. 2�12,1�126. 3�N2JM26. 3KI2,1�126. C.OND. 3/4' in• I/�• in• 3/4' 3/4' in• in• �n• I/2' DISGONNEGT SWITGH R15E 30A/2P 90A FRN 30A/2P 30A FRN R/fAl7P �AA __.._, � � 6T0 30A/'�P BOAl3P �o,n� !TO 90PJ3P 30N3P ISA FRS 30A FlZ5 IOA FRS 15A F'it5 ISA FRS PAA�LBOARD � LB IA 5�PL AN5 N2 GIRGUITIN6 5FI MH e� � MH F� I.PRWIDE WIRIN6 FROM THE 5Uh�R1MP GONTROL PAPEL TO EPCkI PIR�T'. PROVIDE 3MIOJ�106.,3/4'G 2.5�SPEGIFIGATION I61�0 FOR VOLTA6E DROP TABLES. INGRE./U�E WIRE SIZE AS REGMIRI�FOR VOLTA6E DROP. 3.MJLTIPLE PIfiGES OF EQUIPEhBti ARE GOPB�GGTH�TO THE SAhg BRANGH GIRGUIT. PROVIDE A R1r.�ED DISGOMEGT FOR EP6H PIEGE OF Ep11PN�ti. 4.Ki11Ph�NT GIRGUI'f�TO 501JIH TOI�ER LODGE BUILDIN6 ELEG7RIGAL SERVIGE.Sff SOUTH TOYER LODf�E BUILDIN6 ELEGTRIGAL DRf�Y�IN65 FOR r�ir�oRr�nnort REV��i�IED BY AFR 1 2 2�::�.?�' COLORADO INSFECTiON AGENCY .� � � � N � � O � 7� N• � �� A �v a •+ �� tp�'a\0 A� � � � b � � 0 � G � � � �� 2 .��. .[�'.!!� . O �� s� i a � I O � SG�lEDULE PAt�L NO: MH 30-Jrn-0l LOGATION: MAIN ELEGTRIGAL ROOM VOLTA6E L-L� 480 PROJEGT� VAIL FRONT DOOR VOLTA6E L-6: 2l7 .IOB NO.� 2001-134-03 TYPE� 3PH/4W+6 GOMMENTS� DISTRIBUTION PA�LBOARD BUS RATIN6: 125A S.G.RMS RATIN6: 42p00 AIG MAIN O.G.DEVIGE� MLO MOUN'fIN6: SURF�4GE GIR DEVIGE CANNEGTED DEMAND LOAD PH LOAD DEMAND GOM�GTED DEVIGE GIR NO. AMPS POLE VA FAGTOR SERVED � SERVED FAGTOR VA POLE AMPS NO. I 20 3 2106 IAO DL-I ��A 9A�-A-I I.00 3300 I 20 2 3 — — 2106 I AO ---- H H1FI-A-2 I.00 3300 I 20 4 5 — — 2106 IAO -- G 91H-A-3 �.00 3300 I 20 6 '1 20 3 2106 I.00 DL-2 A EUIi-A-2 I.00 3300 I 20 8 q — — 2106 IAO ----- B 61H-A-4 I.00 3300 I 20 10 �� — — 2�pb IAO ---- G �JH-A-S I.00 3300 I 20 12 13 30 3 3bb0 IAO TRASH GOMPAGTOR A BJIi-A-b I.00 3300 I 20 14 IS — — 3880 I.00 — ^ B SPARE I 20 16 �i — — ____ AS-A-OI"1c sP,� i 2o ie Iq 20 3 2106 IAO DL3 A SPARE I 20 20 21 — — 2106 IAO ----- B SPARE I 20 22 23 — — 2106 I AO — G SPARE I 20 24 25 20 3 2106 IAO DL-4 A PANEL ML TRAN�ORMER I.00 2864 3 50 26 71 — 2106 I AO — B — I.00 1315 — — 28 2q — — 2106 IAO — G — I.00 1664 — — 30 31 A BUS�'.�ED SPAGE 32 33 Bl�SPAGE B BUS�.�ED SPAGE 34 35 BI�SPAGE G &155ED SPPGE � 37 BU55ED SPAGE A BU55�SPAGE 38 3q HU55ED SPAGE S BUS�'�ED SPAGE 'b 41 HU55ED SPAGE G BUS�''.�ED SPAGE 42 GON�GTED LOAD� PH A VA= 25pb8 PH B VA= 20,21Q PH G VA= 20,568 TOTAL VA= 65,855 ..��NMtlitllili�a_ � ,•�`�'��o �`�� '��• . w `��a o 'O• r�. tV -��-' o =r"S �-��- a �; s 0 �9ri�J � �-o� 1(\��-`y': �Jl� `•o� ,r•^„�`� �.�� ' R � �ti /�!`��t o�! ��io��l�l�. DEMAAA!!D LOAD: PH A VA= 25A68 PI+B VA= 20,219 PH G VA= 20�68 TOTAL VA= 65,855 TOTAL AMPS= 19.21 REI/�� Y f�,��( � � ��`;:i r COLORADO !NSPECTlQN .— AGEr,i,^y -�r �'� ' •� ,, �,. / G�P�!ERA--OK ��. -r-r—r', � 1�'�':�' , /�';i` 13,� �� ^—T�-r�'�_�--}1��-� - n '� X3 ��`�. �a� :��i ?_``�� '';�� ;, K ``��/i ,: , � L4E_6 �— — �-- -^, K ��,,\ i ��/ —_ � � G ;�I K �/O `� --_..��-''"`_ ' \\ -�LE-18 i�� 17 � ,� � , G 5LE-3,,� �,�� ; '�` �`' ---aZ - - —-- - - � - - \�� _�__ � ;i _ -�„ ,_ , � _�` �� S A-01�7 D XI ' i� �� L4F�� Q'�.,�� a.. - � 17 17 � � ( J ELE-18 13 s-% �\ �SLE-3 \ ,�- � ' " �,�� L4�-5 � � � ,- �,.� / � ��G 2A `� ';� - Q �.� ��L�-3,�� , �'� - I�i ��E-18 � i J , �._ ,%' �� ELE-18,-_-' A ; ;" \ '4E- 'r ' L4�=�t3�\ �'�--� G \ ��; �' ; /�' \ '�,_ ` ' \\ � 17 \ �� // G / �` ' - '� ELE-18 �I� � � + � u�.``,GK i )ADIf�G �4E-2 ;•� � .......��\ PLA,l1F0�N ; �OCK �,�� i�, \ `'� ,4106 \` ' %, � � % � �?��\�\ � XI� ,� A' 1 6 � � I-� ,' � �I �\\ \y � % � ,..� , K / ....y_ , � /� R-A � �(- , •p O \ , , , �/ / / �L � I� 5LE� � , '� / 2 \ 3A \ % �L-II \ / ! ` ' i�, ; DL \ �' � � � �1 � ��4�-I L4E-II �� G� , � % � 17 � % ;;` ��,.. � ' 4E-I � � L4E l'I / � l � -G , , � � ; 20 ' � � �OUTE I N � / , � AWINC� j%� �' /� /�'I, -A` I� � � � f� � O L 3 � y,��;'�.t a��i h�;�:°,;,, r �,� �� '�' DL Vv / , � ' � C5 ;tr_ ^, ��'r� , ��'t:. � � q,Q o� c �'�`i. % II / �� dr � `. / _ �� ♦ ♦ •p `. r �",��a /� / ; o e o , - 4 , , v � � � 0 � % _ °� ; °Y '` ��'R 1 � i , ��_.� � QJ � ;' _ m� '"`�" �'; � - / ) � !� = m e _ , � ; m�R � ��y' � '�,�"� COLORAGO IP!�PE �� 5LE-q Q 20 ' �F�°°�.. ..•••"0��\� AGENCY / / � i �//�� nAiin�e`�\\\\ � ' '� � �'�/ � �° 3 2007 � ' ' � ; � ; � " �°°" ail's Front Doo �►�� :ESK-A-ooe 4240 � , n..� �: E,o,�, vail Resorts �: �-�w,»oac-� Development Compan.y � �� n.a..e. c7o�or.ao �.m. coloraao oRIWrN str: Yfn► 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 # B06-0018 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITEBUILDING'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 09/20/2007 Legal Description: "��-�,5 04 oUz� Expires . .: 11/28/2006 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 AFPLICANT 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 108, 815$12, 533 , 311 . 70 Totals . . . 108, 815$27, 739, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 *�++********x**�*r►*t**t**************xr�s*�****s***�r****►�t******* FEE S UMMARY *******�****�+**�►***t*+**�*******+��**►*�**********►*s�*►* Building------> 103,206.lo Restuarant Plan Review--> $0.oo Total Calculated Fees---> 206,415.20 Plan Check---> 10 3,2 0 6.l 0 Recreation Fee--------------> $o.o o Additional Fees-----------> $6 64.9� Investigation-> $o.o o TOTAL FEES-------------> 2 0 6,a 15.2 o Total Permit Fee----------> 2 0�,o s o.1� W ill Call-----> $3.0 0 Payments-------------------> 2 0 7,0 8 0.17 BALANCE DUE---------> $0.o 0 ******+.*.*.*************«�s*s�*.r****t*t*�s�****..�:a**r************�+**+*�***s*s*****r****:******�+******►�►�s.***.**■+.+**�*��*s*++***+*s*s*+*• Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted tor Grading, Excavatio� Shoring only. Other approvals required prior to approval oY tull building permit. required prior to issuance of partial permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs. 10/02/2006 MROYER Action: PA Rev. 1 - IR #1254; approved structural cha� Additional $0 . 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RFI No. A-112 approved. 1 hour plan review 02/07/2007 MROYER Action: AP Approval tor temp. stairs on East end ot Lc Additional Permit Fee: 148 .48, Plan Review: 96 . 51 . CIA % per contract Permit tee: Plan Review: 77 .21. Total tee ot 244 . 99 must be collected prior to release ot rev: 03/O1/2007 MROYER Action: DN Revision 5- Dock levelers. Comment letter � Doug Thompson and Neha 03/O1/2007 . 04/13/2007 MROYER Action: PA Rev. 5- IR# 2971- ASI A-017 Add dock levelE improve loading dock. Billed 1 hour @ $60 04/17/2007 MROYER Action: CR Rev. 7, IR-3090- Ramp elevation clariticat: letter sent to Neha. 04/17/2007 . 08/27/2007 ependley Action: AP Rev. 11, IR 4225-Grade moditication/ access: additional square footage. Plan review fee $300 . 00 09/17/2007 ependley Action: AP Rev. 12, IR5441-ASI 5-026 approved. No aaaea Additional plan review fee of $60 . 00 due Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval tor ex� shoring and grading only. Addtional approvals required for building permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval tor the construc temporary stair to provide emergency egress out ot Lodge Tower South. This stair : only and shall be removed prior to the issuance of a final CO 02/06/2007 George Action: PA This approval is tor the addition ot loadi� levelers only 03/05/2007 George Action: PA Building A. This is a partial approval tor claritications to the stell decking only. No other revisions are permitted by thi; 03/05/2007 George Action: PA Building A. This is a partial approval tor footing elevations and the slope of the foundation. Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval tor grading and excavatio� Requires fifty percent submittal in 30 days, 100 in sixty. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 07/14/2006 tk Action: AP Approved Building permit revisions dated rf 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 02/06/2007 tk Action: AP Approved ASI-A-017 tor installation ot DocJ Plan received 1-31-07, dated 1-29-07 . 08/14/2007 tk Action: AP Approved revised Final Grading Plans dated received 8/8/07 . Item: 05550 ENGINEERING CIVILS s+....+..:*:+:+.�.s..*s*��**.**.*.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 HOUR5- VANCE BY TELEP 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. � SIGNATURE OF O OR CO HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0018 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: 11/28/2006 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITEBUILDING'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. ****************+*************+*+***********************+*******+*******+******************* TOWN OF VAIL, COLORADO Statement ********************+**********************�********************************************+*** Statement Number: R070001926 Amount: $300.00 09/20/200703 :25 PM Payment Method: Check Init: LC Notation: #56718/HYDER CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B06-0018 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 207, 080.17 This Payment: $300. 00 Total ALL Pmts: 207, 080.17 Balance: $0.00 +*************************+***********************+*+******+++****+*+*********************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 300.00 ----------------------------------------------------------------------------- /� Cc � ,�`1► I� C bu � It inc. coLt��ao si27i2oo7 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Modify existing grade to improve drainage/accessibility PERMIT NUMBER: B06-0018 rev#11 ADDRESS: 151 Vail Lane INTERNAL REF#: 4225 Dear Mr. Davis: SAFEbuilt, Colorado has completed a review of the following documents: 1. Plans: ■ 65 Civil Sheets, Review responses Fees: 5 hours of plan review at$60.00 an hour. $300.00 These documents were reviewed only for their conformance to the provisions of the 2003 International Building Code. SAFEbuilt, Colorado finds the documents submitted to be complete for construction and ready for issuance. Sincerely, , � ' - _ ,,� ��x� Matthew Royer� Building Official SAFEbuilt, Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.rover(c�safebuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓ . REv, 11 �� APPLICATION WILL NOT BE ACCEPTED IF COMPLETE OR UNSIGNED Building Permit#: ��o j k , • �� l 970-479-2149{Irispections) � � . ��' � 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 �ubmittals 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: ! 1 C.Q P� l�O n �f-:�.c� 'on �UGj- �-'� - 21'r' - ATTENTION: , JR,CHARLIE,GREG,CHRIS Contractor Signature: j' � COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ � OTHER: $ � PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel# _ __ �IOI�S�.2ro3� Job Name: � , Job Address:�� U�;, L� �c� �� u.-l- I�vv r- c V�.; i ��s Legal Description Lot: Block: Filing: Subdivision: Owners Name:U4i1 (Ze s�J'+� Address: Phone: Architect/Designer: �� Address: Phone: Engineer: ��^c Address: Phone: REASnN FOR REVISIONS: �i�;��;t�� clrz..�;�;�� 1� ;MN��.,L c�,�;,,�� -�> �, `��.�,'r,ty Work Class: New� Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior� Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes( ) No( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) FOR OFFICE USE ONLY ��"�` Other Fees:' Occupancy Group: � Acce ted B : Type of Construction: �D-ate Received: '; � F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 Alpine Engineering, �c. ALPI N E 34510 Unit A-9, Edwards Business Center =_ - P.O. Box 97, Edwards, CO 81632 — = PH: (970) 926-3373 FAX: (970) 926-3390 ENGINEERING wc LETTER OF TRANSMITTAL: To: �w,�! o f [/�i�, Date: /�,� � �o0 7 { Ac�r•e�•�c /7�Pa�vr+z..5�- _ Job NO: ��l2S9. / Job Title: VA�c's Fil..•r "�t oo•e CO. T�d �DKNH.J/TY _�EvttoPA4s�r We are sending the following items via �eci ue,�.Y shop drawings reproductions ngina specifications copy of letter change order samples other COPIES DESCRIPTION DATE 3 UA>L-�S F2b.aT 1J�Q�Z. ' �L� ��-f%tf�T ��+iT Sk6h•'�7Y�G S/8 ��.�� c��ZL Sr.a..�,o� � �,�..�eo C.�•�. �.Q..�we�c S Z I�f � t`��n��r �z S�Zt, !�e2 fK�uc �02te ��. �� u/3c.ic L.�O/Lcs 2,sf'o.�,S� ��F"��. �c5 $6 �7i A-crr %c..unJ irc S�aw�S cS�`cT�o� These are transmitted: far approval as requested reviewed for your use for review and comment for your record after loan to use other Remarks: /�a,�.�„i,G, �.f�i,•,�s /�[�5!'a,�S� F�4o4., �u/3uc t,�o2/cr /`eJ/�J Copies to: Signed: , � � . f �1►!Y V1 I111L = Department of Public Works & Transportation 1309 Elkhorn Drive Vail, CO 81657 970-479-2158 Fax: 970-479-2166 www.vailgov.com MEMO To: Rick Caudel, VRDC, Bob Herbst, Alpine Engineering From: Tom Kassmel,Town Engineer - Re: Vail Front Door Revisions to Final Grading Building Permit Plan Review-B06-0018 Date: 6/OS/07 CC: Charlie Davis, Matt Royer, George Ruther, Mike McGee The Town of Vail Public Works Department has received the Final Grading revisions to Building Permit plan set B06-0018 dated 4/27/07 for the Vail Front Door development. The following comments will be required to be resolved prior to approval of a Building Permit. Please submit a response letter with the next submittal responding to each comment. RE: Vail's Front Door,Building Permit Plan Set Review Responses 07/31/07 On June 20�' we met to discuss comments of your review of the Civil Plans (B06-0018) dated Apri127th, 2007. The following is a synopsis of the meeting and provides a response to specific concerns: Comments 1. Provide approval signatures from utility companies regarding changes to utility configurations. AEI has provided a review and authorization of plan coordination with Holy Cross Energy and Eagle River Water and Sanitation. A signed letter or e-mail confirming review approval has been sent to the Town of Vail. 2. Provide updated easement plans consistent with relocated utilities. A revised color print set of proposed easements has been provided to Public Works as a record set. As the project continues, documentation with need to be generated to follow anticipated easement requirements and time frames when it will be appropriate to record associated easements. 3. Please note to coordinate with the Willows Development project, regarding the roadwa construction on Vail Rd and Willow Rd. -----------�C (�~f A coordination meeting occurred with the Public Works Departme t to rev�t��sQo`� ' oad nd Willow Road. General coordination notes have been added to the opo ra mg Plans. �� n� �,��built Gc�lorado , 4. The revised entrance to the Lodge at Vail and Lodge Tower conflicts with the operation of Gore Creek Dr. Gore Creek Dr. was designed to be half pedestrian and half vehicular, functioning primarily as an entrance. The new layout promotes the southern quarter as two-way for the Lodge at Vail parking garage. This also becomes an awkward entrance for guest and emergency vehicles. Please have the entrance and exit access off of Vail Rd. Vail Resorts Development Company(VRDC) and Alpine Engineering(AEI) coordinated options for the Lodge at Vail Parking Lot revision/re-construction phasing with the Town of Vail Public Works Department and will submit the North Lot as a separate project. The entrance and exit will be from Vail Road. 5. The drainage flow pattern coming out of the Lodge at Vail parking lot should be directed into the proposed inlet, so not to flow into the roadway and across the pedestrian paving stone walk. Appropriate inlets will be provided to collect drainage from the parking lot prior to the sidewalk area in conjunction with proposed development plans (see comment#4 and#6). 6. Show longitudinal and cross slopes in the Lodge at Vail parking lot. The South portion of the Parking Lot has been revised and a new plan has been provided as Sheet C 10:E� (see comment#4 for the North portion of the Parking Lot). 7. C11.B, why has the tunnel exit been narrowed to 20'. This seems too narrow for two way traffic confined by such tall walls. Attached are the Landscape Plans sections of the tunnel showing the road width and adjacent clear zone outside of the roadway beyond the face of the curb. The tunnel section is wider (24') than assumed. 8. C 11.0 &C 12.B, the proposed change to path should be oriented further west where it connects near the tunnel exit. This path needs to promote continuity with the Gore Valley Trial which comes thru the site adjacent to the exit tunnel. (See redline) The maximum cross slope of this path shall be 2°Io. AEI has provided notes on the plans that the proposed path location is subject to revision with coordination between the Town of Vail, VRDC and Mountain Operations during/following landscape installation in 2008. A path is shown south of the plaza connecting in a `T' intersection noted with a m�imum 2% cross- slope to the Pirate Ship Park area. 9. C35.0, this sheet does not show the new layout for Lodge at Vail parking lot. Both the interim and future grading plans are reflected as a part of this re-issue. 10. C35.0 Detail, since the construction of the village streetscape the Town of Vail has made a modification to the heated streetscape paving stone detail. The pavers sha11 be set in a pre- compacted 2" sandlcement(10:1) mixture with NO insulation. Please see revised detail and spec. 'The Town of Vail provided AEI with a revised specification that is included on these plans. 11. C36.0,please place legend back on this sheet showing TOV heat and VR heated areas. Along with material type legend (asphaldpavers/concrete). AEI has replaced the missing legend on the plan sheet. 12. C40.A, it was mentioned in a walk thru with VR that they were looking to place equipment in the open spaces behind the columns on the south side of the L c�ing� '�iI� 3� rease b ing to there attention the need for these areas for turning moveme ts as sH��n'��J�h�� _ It is intended to utilize all available storage space within the loadi do k area. After turning p tter s are determined, any available space may be utilized. �u� � � ��' AEI,07/3]/2007 SAFEbuilt G�lor�do — • � • • � — ' • _ • — � — • — � � : o�, �" ```�� r' • :° � , � , : �� ` • � ��:� m o o��, - � � / a �� . � � � . . �. ,�., � :: � .. .� •��'� ��,� : . � � ,� � � '� ea .� � . ��' �� 1 j� \ • .. •s , �� * � / ` � � \ b � Q � ,�••,�I� �� • �� ♦ / r • I � • . . � �� j �Q�,.. .I�� • 0 0 ��P�,� s ' ��L � I • • q � � ,i • � ° � • �'�" •O��- •. ! •. , `.�l � ��'.� � ��v ;� ,1',,�� 1� � m o _� � � � ' ♦',,�� . � ��i�. 0°e � :(: �': o � �° � � s y � - . . �� v�r ; o . 4 ; '�� o :� `��. °� ., ��y � :. o : , �� . •' � . : , .�. �., �•� �� ; _ � �� . � �, i • � .� .; � . �, . � � � 1R � �• � 9a� , s ' , ' ' • , �,� �� ' �i ,�y �� — • '. . � • - � � . - � a � ,� �� i i i � � i i e � � d � � i � � �i� e i i i . ;i o , e� ► � ' � s � � � � , � e � . �'is. '. . _ _ y (� . %� J � ' � ( ' . . CONCRETE TUNNEL WALL WITH SLEEVE STONE VENEER TING AS PER JGINEER GEOTECNNICAL :COMMENDATIONS BGRADE-SEE °OR IONS 1'-5" CUSTOM MANUFACTURED KEYSTONE RIDGE DESIGNS 4'-0° ATIANTA BENCH,PRODUCT N0. AT14,WITH BACN,FASTEN WITH(4) MASONRY ANCHORS PER BENCH NPE-3 CONCRETE PAVERS 2"SANDBED WITH SNOWMELT 6"COMPACTED GRAVEL BASE EXISTING UNDISTURBED SOIL 18"WIDE x 12"DEEP PERENNIAL PLANTING BED CONCREfE WALL PER STRUCTURAL ENGINEER WASHED GRAVEL 4"SUBORAIN AS REQUIRED CONCRETE FOOTING PER STRUCTURAI.ENGINEER COMPACTEDSUBGRADE•SEE SOILS REPORT FOR RECOMMENDATIONS 4'-0"PLANTERS(QTY.7) 4,,0. � 1'-11 1/4" � 3.71° BENCH PLAN DETAIL 1- WESTERN PLAZA(QTY.9) SCALE 314"=1'-0" 4'-0" � 1'-11 1/4" � 6.81° BENCH PLAN DETAIL 2- EASTERN PLAZA(QTY.3) SCALE 3/4"=t'-0" 4'-0"LONG MATTE BLACK METAL PLANTER BOXES WITH LINER, FASTEN TO BENCH BACKS CUSTOM MANUfACTURED I�YSTONE RID6E DESIGNS 4'-0" ATLANTA BENCH,PRODUCT N0. AT14,WITH BACK,FASTEN WITH(4) MASONRY ANCHORS PER BENCH 3"STONE CAP TYP. TYPE-3 CONCRETE PAVERS(BEHIND) 18"WIDE x 12"DEEP PERENNIAL PLANTING BED(BEHIND) 570NE VENEER WALL AS REQUIRED BY STRUCTURAL ENGINEER TYPE-2A CONCREfE PAVERS 2"SANDBED WITH SNOWMELT COMPACTED SUBGRADE-SEE SOILS REPORTFORRECOMMENDATIONS EXISTING UNDISTURBED SOIL 1"=t'-0" FINISH GRADE SUBDR4IN,REFER T0 CIVIL ENGINEER'S PLANS � 3'�&" g . 3��a: � � �� : � � � I �I � '/ u � � e. REMOVABLE METAL SAFEN RAIL STONEVENEER CONCRETE RETAINWG WALL AND FOOTING PER S1T2UCTURAL ENGINEER CONCRETE PAVERSTYPE3 2"SAND SETTING BED COLORED CONCRETE CURB, REFER TO CIVIL EN�INEER'S PLANS a COMPACTED BASE COURSE-SEE GEOTECHNICAL REPORT FOR RECOMMENDATIONS COMPACTED SUBGRADE-SEE SOILS REPORT FOR RECOMMENDATIONS SECTION A '1 TUNNEL CROSS-SECTION o�' 1-1/2" i 4 �`-''�` 1-0/2"WIDE X 1/2"TALL METAL RAIL �I �� F � 1"X1"VERTICALSTEELTUBING 12"MIN. ? � 112"THICK DECORATIVE STEEL F CIRCLES 0 000 i O ��EP,D � NOTE:INSTALL HANDRAIL WHERE STEPS 12" HAVE MORE THAN TWO(2)RISERS j �O 0 � 1-0/2"WIDE X 4"TALL METAL RAII `� I O� O 3"INSIDE RAILS . i � � 0 1-1/2"SQ.METAL POST,4'MAX ` � SPAN BETWEEN POSTS a . _°�.. COLORED— CONCRETE STEPS 3�a°=r-o° 3 HANDRAIL SECTION �`��'I `��-� f ►�� I�I�I. �_•_• ,�•�•�- ��•�� COLORED CONCRETE PAVERS SLEEVE FOR POST(SECURE WITH GROU� CONCRETE FOOTING PER STRUCTURALENGINEER 7"CONCRETE WITH if3 REBAR AT 15" O.C.BOTH WAYS —8"MIN.COMPACTED BASE COURSE ❑0 CONCRETE PAVERS TYPE 2A COLORED CONCREfE PAN � 3'-6" �� '�� '� ��'�• e\�i•.� �'�` r� �i�. �:��'��f ��Ij `c� �� _� 1�� i!�,.ii � ��.�: 1�OVERHANG TYP. 1'-10" � 3' 1 12� HEIGHT VARIES, / REFER TO HEIGHT VARIES, I GRADING PLAN REFERTO � GRADING PLAN (6 MAX) �— LAR�ERSTONES AT BOTTOM �'�{� FINISH GRADE g a �—�� —��—�� — ��—��—�� _��—�� . ��— ��_�� < 2'-6" ��_��—�� °a ' '� ° .. ^a� � _ ��—�� '. a . � �-I I �� _ e a . ,. ��_.� ., �� . . f=-^ U 1=1 I ° � � a '. � ara°=r-o° I 2 I STONE VENEER WALL WITH CAP 314"=1'-0" STONEVENEER.DRYSTACK APPEARANCE,DEEP RAKEO MORTAR JOINTS,NO F�(POSED MORTAR, RANDOM PATTERN FINISH GRADE I HEI�J��D EEREQUI�UGF�Tt Ll I�R STRUC�1��1�1�I t C O I � SUBBASE-SEE GEOTECHNICAL REPORTFORRECOMMENDATIONS 3l4°=1'-0" v� � ' � � ii � I � I � II �i ORNSR/DSVffi.OP&R �, VAIL RESORTS DEVELOPMENT G'�MPEINY evox. coLOxsoo ..�a o..t� 42�40 ' ARCHITECTURE �.� � rmoas�°��u�a+c . �rmr.auaueo ��. una��s°�'ow�m�oomc �..� �� - a�u.�mt �� c'��°t.Mr.¢�c PRWEC7 NO: 0{.0.7.08 �� DD PRdNC OD PPoC�7G OD PPoCC� FoR fbNSIRUCIpN S7'fE � �Op a`�o ad —� SITE DETAILS 0 .30'7 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 # B06-0018 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 10/11/2007 Legal Description: ,�,�,-�G _ �2 � Expires . .: 11/28/2006 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY iJNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 108, 815$12, 533 , 311 . 70 Totals. . . 108, 815$27, 739, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 *s**+�r+***r*********r++r*�*r**��*r��****s******�*+*****�++*++*�*�** FEE S UMMARY *:r*�*+�***ts�*�*r*t��*r*�rt�:rrt***s**+*r***r*******►******** Building------> 10 3,2 0 6.1 o Restuarant Plan Review--> $0.0 0 Total Calculated Fees---> 2 0 6,415.2 0 Plan Check---> 103,2 06.10 Recreation Fee--------------> $o.0 0 Additional Fees-----------> $724.97 Investigation-> $0.0 0 TOTAL FEES-------------> 2 0 6,415.2 0 Total Permit Fee----------> 2 0 7,14 0.17 W ill Call-----> $3.o o Payments-------------------> z o�,14 0.1� BALANCE DUE---------> $o.0 0 ■***�**��***.*x*+****�*+*********�**�********�*�**«***s►*********r*�**��*v**�*s*s*r*******rs**a*******►�r****�****�*******x*********�«***�***s+* Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted tor Graciing, Excavatio� Shoring only. Other approvals required prior to approval ot tull building permit . approval required prior to issuance of partial permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs. 10/02/2006 MROYER Action: PA Rev. 1 - IR #1254; approved structural cha� Additional $0 . 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RFI No. A-112 approved. 1 hour plan review $60 . 00 02/07/2007 MROYER Action: AP Approval tor temp. stairs on East end ot Lc Tower. Additional Permit Fee: 148 .48, Plan Review: 96 . 51 . CIA o per contract Permit tee: and Plan Review: 77 .21. Total tee ot 244 . 99 must be collected prior to release ot rev: 03/01/2007 MROYER Action: DN Revision 5- Dock levelers. Comment letter f to Doug Thompson and Neha 03/Ol/2007 . 04/13/2007 MROYER Action: PA Rev. 5- IR# 2971- ASI A-017 Add dock levelE improve loading dock. Billed 1 hour @ $60 04/17/2007 MROYER Action: CR Rev. 7, IR-3090- Ramp elevation clariticat: comment letter sent to Neha. 04/17/2007 . 08/27/2007 ependley Action: AP Rev. 11, IR 4225-Grade moditication/ access: no additional square footage. Plan review fee $300 . 00 09/17/2007 ependley Action: AP Rev. 12, IR5441-ASI 5-026 approved. No added valuation. Additional plan review fee of $60 . 00 due Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval tor exc shoring and grading only. Addtional approvals required for building permit. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval tor the construc a temporary stair to provide emergency egress out ot Lodge Tower South. This stair : temporary only and shall be removed prior to the issuance of a final CO 02/06/2007 George Action: PA This approval is tor the addition ot loadi� levelers only 03/05/2007 George Action: PA Building A. This is a partial approval tor claritications to the stell decking only. No other revisions are permitted by thi: approval . 03/05/2007 George Action: PA Building A. This is a partial approval tor in footing elevations and the slope of the foundation. Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval tor grading and excavatio� Requires fifty percent submittal in 30 days, 100 in sixty. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 07/14/2006 tk Action: AP Approved Building permit revisions dated rf 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 02/06/2007 tk Action: AP Approved ASI-A-017 tor installation ot Docl Levelers . Plan received 1-31-07, dated 1-29-07 . 08/14/2007 tk Action: AP Approved revised Final Grading Plans dated received 8/8/07 . 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 plat 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. ^ �i SIGN RE OF ER OR RACTOR SELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0018 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: 11/28/2006 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITEBUILDING 'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. ***********************+**********************************+******+*********+**************** TOWN OF VAIL, COLORADO Statement *******************************************************************�************************ Statement Number: R070002187 Amount: $60.00 10/11/200701:48 PM Payment Method: Check Init: LT Notation: Hyder Construction / ck 56939 ----------------------------------------------------------------------------- Permit No: B06-0018 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 207, 140.17 This Payment: $60. 00 Total ALL Pmts: 207, 140.17 Balance: $0.00 *****************************************************************************+************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 60.00 ----------------------------------------------------------------------------- �� 12 �� APPL TION ILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building Permit#.�U6 " �al� , � 9T0 4,79 2149(inspections) .;. � ��G rt 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 Set of approved plans. No further ins ections will be reformed until the revisions are a ro �_ � � Q '�/� (� . CONTRACTOR INFORMATION D General Contractor: Town of Vail Reg. No.: Contact and #' '�o U -- �u �3a� Sal�°fk�' ATT NTION..__JQ JR,CIiARLIE,GREG,CHRIS VAIL Contractor Signature: �- .,----- . COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ —� PLUMBING: $ MECHANICAL: $ � REVISED TOTAL: $ For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel# 21U� a �z2 u --� Job Name: �� , � � 1 �\�� Job Address: 5, , , �� (n.i d✓�"Z. J � Legal Description Lot: Block: Filing: Subdivision: Owners Name: �� C Address: Phone: ArchitecUDesigner: Address: Phone: ��. Engineer: Address: Phone: 0►1 �-/ti REASON FOR REVISIONS: Work Class: New Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building; No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No( ) Does a Fire Sprinkler System Exist: Yes ( ) No( ) FOR OFFICE USE ONLY Other Fees: Occupancy Group: . Acce ted B : .� �_. , �; �. Type of Construction � Da�e,Received: ,_, �, �,. , z ,�-� F:\cdev\FORMS\Permits\Buitding\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 V �,�1 � � �1►�Il��inc. c:t��a��c�� Buitdf3ng Depamnenk Seivices September 17, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: ASI S-026 PERMIT NUMBER: B06-0018 REVISION NUMBER: 12 INTERNAL REF#: 5441 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: Monroe & Newell Structural Sketches: SSK-VBS1 and SSK VBS2, both dated 8/22/07 Plan review fee: $60.00 No additional square footage- No added valuation Sincerely, �� j� Matthew Royer � O Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.ro�e�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone: (970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓Z:�Plan Review\Vai1�F'ront Door�B06-0018\tov-b06- 0018.Rev12_FAL.doc 1 w.. 4240 ARCHITECT'S SUPPLEMENTAL VAIL'S FRONT DOOR INSTRUCTION No. S- 026 To: Doug Thompson/ Hyder Construction, I11C. PROJECT NO: 20693.OH 543 Santa Fe Drive issuE�: 08.23.07 Denver, CO 80204 FROM: Neha Khera 303-825-1313 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructioiis indicates your acknowledgeinent that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instruction Title: Site—Art Sculpture Structural Foundation Reason for Change: At VRDC's request, st►uctural designs have been provided for a sculptural art piece in the Vista Bahn Plaza. Description of Instructions: See attached. Attachments and Enclosures: Monroe&Newell Structural Sketches: SSK-VBS 1 and SSK-VBS2,both dated 08.22.07. � Copy To: ASI File BY� Randy Hart/4240 Neha Khera/4240 Submit to Town of Vail: � YES ❑ NO Rick Caudel/VRDC S. Jarvie}�c�}�t�� S��sih�l��dl�liance to all relevant Adopted Building and Municipal Codes. ��,� �� Changes in Plans MUST be approved. � � � Date q �� o� By��,e.•�,�y �� ,�.�,, +;:,;�> Code: '2.oa S sabe SAFEbuiit Colorado ��= S1�!1 ��. 2 � �� $ /� 42�40 ARCHITECTURE INC � �� V� l 1621 Eighteenth Streex ��I Suite 200 � Demer,Colorado 80202 The information contained in this message is privileged and confidential intended only for the use of the individual(s)or entiry(ies)named t 303.2923388 f 303.29231 13 above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distribution,or copying of www.4240architetture.com this communication is strictly prohibited. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately. .1(T8 ._ __ . .... ...... _.... .. .. .. . . �p IYlonroe & Newell ,, �.,��,��t�r5. i��_ ��, �T�., . � E: , �,�7� ' -'` -�-�t--� ��iVlOitur.,,�� r H t i.t t�FF n�iv __ ` ° ` `,��Q��NS�.�y,9Or�� , �iE hr ;� , _ _. _ a�r , ?,Q�`�P ' �� f '• ,;r.t. _. _ -__ _ _. � • a •�r= � _ r :� '� _,,. 1 � . . ,}. ,,_ . . � � : a � _-, ,. � � 4 ; � ., � • .. - r ' <(I:O r. ,. _ .. ._ r. �, p . , . ... . \ , . ,. .. , .' 7 . p • Y N� N��Q � t E ' 9A ��NA� ' P�� r. f� r. - � •,, � �-�.� = � . •�..,.....�'�Q`�� t`_� ; , , ��0j��:eC�#��,� , _ .. , �, -- 4.�... - 1.� e�:. .. . 4 v . ',. .�` � ..... . .. . . ... . .. . . . . 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'�:_. .. ... .. . �� ( . �' ' .. . ;,i i -�o�o�„�S r�n�s�- 10.� a..� -�os�t De p� i . , :• ,; ; �y , .. ; , � , . , � � . � _ �. , . ,. �,: , � _ , . . , , cr � ��- '� �'c , � � � � � __ _ ' , �o ,, „ . __...,.... ._ _._ �� ..,�.v. h._,.,n...... .T.:�A«.�.r�, .�r, .,.,c� ..�.„.,..<,,.. ,.,.,.. w, ..,..�.... .�r.„.... ,,,.,�..�........ ,. . . � . �- , ., ....�._ ,.._.- . . . �:;� � .. �'� � � ��. �� _. .`:�... . . � .�..... ..._. ,..-'_... . .. ,.. . . . _ ._..�. ._..,........._ .....____ .. �._..,...... ._ ... .. _.. . � ,'- '. � . . . ._ . . .._...... . .... . . . . �. . . .. . � x _. _ _ , ��. ... . � . . ,. ; }. . . .. .. ,_.. � 1lg� Z _ ,�_ , ��1/ 1A'[ - _- V I�M Y 4�4� 4�\i ��,,NALD f��'�i � _ - .T.�. `��,Q��-«.+..ON ��i� 2`��:P��,�STFRF�t9��°� ��!� � i �� ' f " = �"__ �: i.�1 W _ �U•�� N�`�'� �,c>`�O SA��built Calorado � , �o,v��E.••Q,P•��, � ��o •�,o F .•! ''�l�re��C0,8922 � I `,�v. I 2 ��lo� ��- �� APPL TION ILL NOT BE ACCEPTE IF INCOMPLETE OR UNSIGNED Buildin Permit# ��6 " �� #, � 9,T0,�479�2�1�9(ins'p,ections) �� REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, piumbing, mechanical, etc.! 75 S. Frontage Rd. Vaii, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further ins ections will be reformed until the revisions are a ro � � � � � CONTRACTOR INFORMATION D General Contractor: Town of Vail Reg. No.: Contact and #' ,� U _ �u ��r 561��,t�I ATT NTION Jai JR,CHARLIE,GREG,CHRIS VAI L Contractor Signature: COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ -� PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Coun Assessors Office af 970-328-8640 or visit www.ea le-count .com �a,�,�e�# 2/�l d �z2 � � Job Name: ' )I , ' � 1 �\�� Job Address: 5, �� UG�( dv►�L. J Legal Description Lot: Block: Filing: Subdivision: Owners Name: U��C Address: Phone: ArchitecUDesigner: ��U Address: Phone: Engineer: o� �� Address: Phone: REASON FOR REVISIONS: 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 ',�ther,Fees : �; _Occupancy Group � ' Acce ted B : : . .: . Type of Construction ,., , ... "� ' .Date Receiyed �� ; � F:\cdev\FORMS\Permits\Buildinglbuilding_revision_11-23-2005.doc Page 1 of 2 12/8/2005 � u APPLICATION WILL NOT BE ACCEPTED IF 1 MPLETE OR UNSIGNED '�i SOC�'�o2cY Buildin Permit#: _ ,�? „,,'1"1 �� t` �' � ��„� ` , �� x u.�) \(J"'" � �'��'�� REVISION TO TOWN OF VAIL BUILDING I�1� �� 1�� Separate Permits are required for electrical, plumbing, anica l, e tc.! 1 75 S. Frontage Rd. °�� ,� �a�� Vail, Colorado 81657 ***All Revision submittals must incl I 4� 'e d plan . o further inspectio will be reforme n I ��ri e rove **'"i'OWN OF VAIL�� CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: � - - 'SG/ � 4� ATT NTION: OE JR,CHARLIE,GREG,CHRIS Contractor Signatu • --. '`–'Z--- COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8�Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ —� � PLUMBING: $ �MECHANICAL: $ � REVISED TOTAL: $ For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .co �.��w � �:��;� ! Job Name: S � Job Address: ��/ �;, � � +s 1 �'"ai��i �Qi�.f{ � `!. � Legal Description Lot: Biock: Filing: � �� + Owners Name: �' Address -��,.. ' �,��: "�y�� ' Phone� �n � Architect/Designer: Address: hone� ��, Engineer: � Address: ho : REASON FOR REVISIONS: ` ,� — o�� - -T��-� T�� P �. Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) ��'mo( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bidg.: Single-family( ) Two-family( ) Multi-family( ) Commerciai( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire taces Existin : Gas A liances Gas Lo s Wood/Pellefi 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 ( ) *******,t,k**"t*****************'k*** *FOR OFFICE USE ONLY*****�*****'�"��,��*'�`*'"'�"�*,�*"E''`� �:� ��C��u �91 °.�,.i.�x� �� .'S;�.r},C�" ��t�b�{� ,.,F rt'°,tt, rFr!�►��1�:�� 7Q'�`�k;� >.a -:r .a�K� �� ,�� ',�rx s"Ft h t Accept�d•Bys � � ��r�y � Permit�Fee��''�'�� >�. ,. R�ari��C,�Qe`�$��`� � Outsourced erms:` } `�` F:\cdevlFORMS\Permits\Building�building_revision_4-18-2007.doc Page 1 of 1 4/18/2007 424o Town of Vail _ PY - E TAL VAIL'S FRONT DOOR ��'P��` E' ION No. S- o38 Subject to inspection and Complia relevant Adopted Builtlin and Muni�T�al e�gThompson/Hyder Construction, Inc. Pao�ecrHO: 20b93.08 Changes in Pla M approved. Date (6-ZG--v1 By 543 Santa Fe Drive issuE�: f 1.06.07 Code: Zoa3 I f3�C- Denver, C� 80204 FROM: Neha Khera SAFEbuilt Colorado 303-825-I 3 I 3 �� / V 303-292-3388 l The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instractions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. ArchitecYs SupplementaI Instruction Title: Site-Temporary Toilet Trailer Plan Reason for Change: In order to meet restroom quantity requirements,the toilet trailers need to be installed for public use. Description of Instructions: Place the toilet trailers(locations established on attached sketches),connect power and plumbing as described below: Power-See attached cut sheets,the power requirement for the restroom trailers is 110 power which will be obtained by connecting to existing construction power. Plumbing-The temporary restrooms are entirely seIf-contained.The units wilI not tie into any project plumbing for water or waste. A rnaintenance trucic will service the tfiailers daily to provide water supply as well as removal of waste. Removal Plan-The restroom trailers witl be removed from the site by a truck which wilI pull them down through the project tunnel and off of the property(see drawing attachment for clarification). Access-The restroom trailers will be directly accessed from a ramp off of the existing project sidewalk into the restrooms.The steps shown on the attached cut sheets will be removed,and replaced with said ramp. The Iocations of the trailers will be adjusted such that the ramp slope is code compliant. SnowIoad-the Contractor will oversee the accumulation of snow on top of the restroom trailers and will maintain them daily and as necessary. Additionally,the exterior elevations have been approved verbally,by the planning departraent in a 2 November 2007 meeting with George Ruther of the Town of Vail. A letter of obligation will be submitted to George Ruther/Town of Vail hy 7 November 2007 identifying the removal date of the restroom trailers. See attached cut sheet with restroom trailer floor plans indicating a restroom count of 9 restrooms(3 units per trailer}. Attachments and Enclosures: ____. _ . _ _-------___�_. Sketches: Proposed Temporary Skier Services Restrooms Plan and Removal Route � Cut Sheets: Royal Restrooms 3-Stall Unit � ;---___ _ ___. - � Copy To: ASI Fi�e ; , i ' BY�� Randy�Iart/�4240 � � � � � ` ' , , I Submit to Town of Vail: Neha I�hera�4240 � � � YES ❑ NO S.Jarvie Worc��ter 1'�He __, � � , � � — _, �- �-.� ,..,� f 42�40 ARCHfTECTURE INC --�------ 1621 Eigh[eenth Stree� Suice 200 Denver,Colorado 80202 �rye�nfortnation contafned in this message Is privileged and confidential intended only for the use of ihe individual(s)or entity(ies)named t 303.292.3388 f 303.292.31 13 above. It Ihe reader of this message fs not the iqtended reopierit,you are herehy noUfied lhat any disseminaGon,distribution,or copyiog ot www.4240archicetture.com this cammuniption is sUidly prohibited. If you have received lhis communication in error,please notify 42l40 Architecture,I�c.immediately. � � � ii� 1i N='� � '1�, � �•�� •1� '�� • - `• .. f � � '_ ..,. � �� 'i''"��' ,��1�-'i � � � ° Rk" 1 L .r��.1i��—�.��.i� ..�-+�ia..-��'..��__ _;.�w.c-�r�•��-s...��a=-- - -�i�l.:�L� �� :+�a�..� � ._ ,�. ��Ar=1 ��l� o-r � � ;�,��i - ,� . C�) i`��, � :{ 1 ` '� I ��. 7"f.. " ii�l�i:�'i;i:�� _ ►.--.-� , . , , � � � � \w_�J � .� ��n� I�1 , ,•��, _� ,��,� �''� � � f � 4! I �� I 1 �� 1 �� *:.%' '/ . _—;i�%� ;,��i ��. �' �%� __.__ r; . �, / `� 1►��i'i�� f O,'' .. ..1�� ' , `, �1�� . .� �� . , ,`�� s� `w �' ; � .% "'i' ' � /:,: �i�► .� �� • \ ` ' ` • ' • I - � - . - � :� 'il:�l.�;, , r� �r �:`N�.�i 7�ii " �"'�',��!"'� �,:� :�'' ., . s ( M ��■ _- :. • .. � . �� 1� a 'a ��. �*��- � � �w . � � � 1� 4_,..; �i�=e. . �*�`•"�*S�I --.,�=�y'��/. �_1� � - � _ ..; t �c��.... �'�� 5. 'i .. ■ , ;,�,� ..� "'�a+�s.�c.°' �i�':„111�- < . a - . .�- � s,�� .s s .��-- ��i►�i��-'� . ... _ . . � �—\�!:i,�'�s.�..�.�x'.. " � ��S� �;;wT -�� J'• �l�i `:'� �,. ..� ji £,;�_� '�, � t, �P_ �•" .,\� �`J�\. � � � ��~1 Y"' . � - . � . ryw�`!� • � uw'ir :*s,""*`Y. .ts ��`t 3 F� �, i �Wf ry � 8 E� �? Y �, tl � i � n �� -o� ; .,� � �,.'�' � . i� +T � > , �� '"�'�`.� /:. '� ��.� �� i�'•� � ' �`'�`\, .�+,;�v �;� r ,. \ � \�.� Y' �.' '� , � k -�r�.. �"'� "«i �t�i ' . � t} ' . � d z� l_.\.� .., ,. .� �'. s ��}.,�.� � ��' �. ��°�_" . ��`,�`; �r�� - �� .. � � :, -i�:,� � �_�,�- , . �`� ��S�� N � l� � N� �� e��c�W 0 A regal porta6le restroom experience.� � 't't�e'��yal Restroams Three-Stall Unit is perfect for `��'� ��,� �' a�et�r�tm4dating larger groups of people and minimiz- ` �� rtg t��rt�m wa'rt time. This restroorn unit is a � ' �,�:, �+er��# c�t�ice ft�r large weddings and business �� .�,� �* �: .. ` � i�t��s �r�d ma y be combined with additionai R�;� ; � : ��±at�ts; to serve events such 'as f�stival� � ; : { �a" , : ��. The Three-Stall Unit is al� i�� ; ,�� e in need during emergenc}� si��i�� " ��f effo�ts, ��or in any ca� wtt�r+e , `� � �urces are not readily av�ilabl� � �,� � � �� i�estrooms Three-Staq Ur►i� 1a�[�a�` .�� .� �� u. �x ��r�� , �� . �� ; $ m furnishetl with a sinl�, tai� ��:��`* '` �i�1f��t��gs��p►�i��° ; ��t��r�� #�a�� restroams eac1� fu�� ° �� Emergerrcy Situaticrns•Business Remadels �� . .�lthether used for a s�e�� ^ � � � D�s�� > x s <� � , �� _b��.� y,��h� ��••,. . ��.�: , ��m�,�:.� . � b ;5�t�'��sr�, Royal Restrt��s p�� ' sr� � �� fi� �mm�orts ofi hom� '�i� �� :: �. � �� ,�. �� ,� r, r s�i��s�eaturin9� ��°�� , � �� k� , t �� _�� . u' 3� '' �E�sl�in PorcelainT�ik�s ��, ��° �� 9 A �� ' ��wi�h�unning'�#�' "� �� y � � � a � "�'� r7 ;�Hot water optior�t�' �� ' �- �' �`�` � �, ° ��°4�`�f �/anities and Mirrar�� , � ' �� p and Hand Towel� ` �� ' � ,,� � ' �� t��on�litioning or H� � �' �� ` � � ,� ��:� � � �� , �� L�aw Levei�tJutdoor lrg�� -�„� � >�� u n � Li ht�Indi�ta�s ��x�� ''� �� s��G�� p� cY 9 = � � �,: .. . "u 4v�,'� ?TS;� . �: ��Ha��rails and Low�ntry 1�t��`dr� �� , �� I��g�, Pictures, and �Et�u�� ' �� `� �,�� "�te F�traous Rayal Restroom�(�ni� '�� cE�s€�n of��Rayal� Restrc��rris ,�i�� ; ��; � � � �_� tn g+� �irtual�}r anyv+rta��. '�"�� , �h , 0��;�ornp�e�ely seif-contain�d ant�� '�� "� � '�� + •� �;� � � �,��olt�u�et or generator��f�r�Ft� � _ � `�•'� � � � ° o ��;�on�i�oner. Water is s��p[��+d �� ;: � �� ` ^ :hose ar a f.25 gallon, o�t #��i�� y �� . . = d, startk. The unit hauses'� 45f?' .< �� holding tank. �� ,�� .. � :�� ,'�� ?+��,� �i,�� ; � ' ' � � ��i�� clude��daily, weekly, ar� i ; � ' ` t, �� , �� .� � , , � �;�r�erators, additional fresh w�� 4 V �� rest��m attendant. (��ritar �" °� �� j � � � ��tat inc�uded in renta{.) i�r��i�� '� �C � . � � �' �' C�' ti �� k ��Y t�e .obtained by contacting ;,��r�� . .. . . R E.� . ' . .. . ��'�oms o�ce. Length: 20' (inctuding trailer tangue) ,�J¢x � �1 Re�firooms of S�1t C�l�e �`4 Width: 12' (stairs down) Y �. ��{ Fhone 801-574-57'33 ` { p � Height: 10' 6"(fr�m ground to top of A/C unit) �� E keCity�RoyalRestrc�c►rns.t�� : ,' �� ww.RoyalRestro�ms,corn ��-��.��,_ � � - . V��eelchair accessible portable restroom rental service for construction sites - United Site ... Page 1 of 1 � �� .�--�-� � § fl ��:, ��1"�+�� ' _. � :,�:,. _;�� i �� ii� � i `' � � ,� �� Home a Constructiur> Products>V`Jhe�l Chair Accessikle Restro�n7s � � �� Wheelchair / ADA Restrooms E,,::=k. �3�.�� Y�`� � �R�>:�A`� � E United Site Services offers a!`Uhealchair Acce.ssibie Resiroorn and � � �� an ADA Goinpliant Wheelchair Resti�om, boih are��les��nzd to ` `� � sup�ort special ��eecls indivi�u��ls They ofifer a sp�cious inierior needed for easv�no��emenc,v✓ith handrail auppo�rt for assisteci �� ' '� + � n-�ovement. ��.- .. �� ` • WhaYs the difference " " between a standard Wheelcl7air Accessible ��•�� . � + • Restroom and an ADA Fnt��u:.n��p ��e io t�nd our Compliant Wheelchair (click to enlarge) ne;artst lucation or Io r,�el a quole f�QStfO0Y77? � l�here are i-nany consde��atiens �� invc�ved in the piacement�nC si�e�f the toile�L accessories �� . �� aroi�ncl the re�trcom ancl hai�drail. e1c. that denve frorn ��M . lhe ADA Standards for �.�� . Accessiple Design a��eTe��mir�eci by the Depaitrnent o;Ju:i.ice.VVe (click to enlarge) United Site Services, Inc. supply the ADA compliant wheelcii�ir restre�rn io meet th� � The USA's largest provider of i�ECessary reauiations fer�vour joI?siie ur�pecial event. . po�table restrooms and temporary ience„storage.�ower "I woufd like to take a ar7d c�ther site services. ApA Wheelchair Restroortt Dimensians: Height=9C.7" mon�ent to ex,c�ress my srheere Width = 7T'� recommendatiw�anc� Depth =r T' gratitude ta United �eat Hefgf�t'_ �18" �C�j , Site Services T��eir �� ne executior�of therr �J� contractual duties and � oblrgations was of the � v`� highest quatity a:ad O profession2lis;�t" � �� _�i� ' K. Luther 7ankersley �^`,,� � '`7�v Associate Directorof F� �J Properties Facilities& Administration O�tv �.. , s �.� Special Events � Restroom Trailers �Constructian �Seasonal �Emergency Services � Contact us now for a free quote! ��Copyri�ht 2�J07�Friva�y Poli:y�Site Mep http://www.unitedsiteservices.com/construction/products/wheelchair.html 11/15/2007 L'nited Site Services :: Products Page 1 of 1 /� � - ��1"��'C� .�;�.. construction ada wheelchair portable toilet interiar _ #? � �; ;�� -�` - �- � � = � � �� ,� , � � .._ ��'- � .�.. � �: �. :. � � . � � ' �= � �:x x: ��; ��•� �;' ,3 x � � f ��# ' � � � � � � � � .� � � , � � ��,��'� �. r�r!„ I ��; � 4j�� k;�,�� , �`;� �� ;. ,�. � .� _ �` ,__ `� C!f��f � � http://www.unitedsiteservices.com/imagedisplay/display.html?pic=adawheelchair&title=... 11/15/2007 Page 1 of 1 � � � � � �: � �� '� � � �� . ' ��, � ' � �� E ' � $ , . �'��"¢g,� � ri>�,,_ '•y6g` # �; �, �-.; � �e f i �� E�� a.�. � �� + e��iAn�� ' s � �' s,.�. i � �. li ;.�1 i�yi`I� „ i �� .i http://www.unitedsiteservices.com/imagedisplay/products/wheelchair.jpg 11/15/2007 � � � � b�il��. �� Aa� Building Department Services November 26, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door-ASI S-038, Temp. Restrooms PERMIT NUMBER: 606-0018 REVISION NUMBER: 14 INTERNAL REF#: 6037 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: Site plans and cut sheets for temporary restrooms Plan review fee: $120.00 No additional square footage- No added valuation Sincerely, �� Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.ro�(�a,SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓V:�Plan Review\Vail�Front Doar�B06-0018\tov-b06- 0018.Rev14_FAL.doc � � TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0018 Job Address: 174 GORE CREEK DR VAIL Status . . . : REVISION Location.....: VAILS FRONT DOOR-SITEBUILDING 'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 02/06/2008 Legal Description: �Z-�� _ p��$ Expires . .: 06/17/2008 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 108, 815$12, 533 , 311 . 70 Totals . . . 108, 815$27, 739, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 �+*�**�r***�**«�**►**x*r�*r****�+**rr*****x*r******«**+**�**�*r**�+a FEE S UMMARY �**��*+*s*�+r**�***rt*�++�***«****e****s****rr*a+*t****�**** Building------> 10 3,2 0 6.1 o Restuarant Plan Review--> $0.0 0 Total Calculated Fees---> z 06,415.z 0 Plan Check---> 10 3,z o 6.1 o Recreation Fee--------------> $o.0 0 Additional Fees-----------> $844.9 7 Investigation-> $o.o o TOTAL FEES-------------> z o 6,415.2 o Total Permit Fee----------> z o�,z 6 0.1� Will Call-----> $3.0 0 Payments-------------------> 2 0�,14 0.1� BALANCE DUE---------> $12 0.o 0 ***rr.�**�***:r*+****+*�s.*+**�.s�+*+�*�*a«**+�**+.�r�+**��*++***r*�**�*.*.��*��+�«.��****�*��+�+*�*+*r�*r**��*�**+r+.**r+«:+..*****+**+*�***++.+ Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted tor Grading, Excavatio� Shoring only. Other approvals required prior to approval ot tull building permit . required prior to issuance of partial permit . 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs . 10/02/2006 MROYER Action: PA Rev. 1 - IR #1254; approved structural cha� Additional $0 . 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RF.I No. A-112 approved. 1 hour plan review 02/07/2007 MROYER Action: AP Approval tor temp. stairs on East end ot Lc Additional Permit Fee: 148 :48, Plan Review: 96 . 51 . CIA o per contract Permit tee: Plan Review: 77 .21. Total tee ot 244 . 99 must be collected prior to release ot rev: 03/O1/2007 MROYER Action: DN Revision 5- Dock levelers . Comment letter E Doug Thompson and Neha 03/Ol/2007 . 04/13/2007 MROYER Action: PA Rev. 5- IR# 2971- ASI A-017 Add dock levelf improve loading dock. Billed 1 hour @ $60 04/17/2007 MROYER Action: CR Rev. 7, IR-3090- Ramp elevation clariticat: letter sent to Neha. 04/17/2007 . 08/27/2007 ependley Action: AP Rev. 11, IR 4225-Grade moditication/ access: additional square footage. Plan review fee $300 . 00 09/17/2007 ependley Action: AP Rev. 12, IR5441-ASI 5-026 approved. No added Additional plan review fee of $60 . 00 due 11/13/2007 JPLANO Action: CR NEED ADA ACCESSIBLE STALL AND ACCESS 11/26/2007 jplano Action: AP Rev14, IR6037, Temporary Restrooms approvec hours of plan review due . 11/30/2007 jplano Action: CR Correction letter sent on sign package 12/18/2007 cdavis Action: PA Partial approval tor Shoring System Final ] sign off from engineer of record 12/27/2007 mroyer Action: PA . rev. 6/ir3089/ steel deck claritications ap� issued. no additional fees . Ol/17/2008 mroyer Action: AP Approval tor Rev #7 3090 Elevation and Slo� clarifacation with new ramp detail 02/05/2008 jplano Action: AP Rev. 17/IR6346, Letter trom Koechlien on Spf Inspection and Letter trom PCL on adjacent building monitoring approved. No ChargE Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval tor ex� shoring and grading only. Addtional approvals required for building permit . 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval tor the construc temporary stair to provide emergency egress out ot Lodge Tower South. This stair : only and shall be removed prior to the issuance of a final CO 02/06/2007 George Action: PA This approval is tor the addition ot loadi� levelers only 03/05/2007 George Action: PA Building A. This is a partial approval tor claritications to the stell decking only. No other revisions are permitted by thi: 03/05/2007 George Action: PA Building A. This is a partial approval tor footing elevations and the slope of the foundation. 11/13/2007 GR Action: AP ASI 5-038 TEMPORARY TOILET TRAILER PLAN N/i Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval tor grading and excavatio� Requires fifty percent submittal in 30 days, 100 in sixty. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 07/14/2006 tk Action: AP Approved Building permit revisions dated rf 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 02/06/2007 tk Action: AP Approved ASI-A-017 tor installation ot Docl Plan received 1-31-07, dated 1-29-07 . 08/14/2007 tk Action: AP Approved revised Final Grading Plans dated received 8/8/07 . Item: 05550 ENGINEERING CIVILS *�*+**+��+.*+*�*+*��*,�:*��**�*****�*�.*..**►*..*�*.*r*:....**.****,..*■*�*..�...�..*.*�+**�..*�.*.*..*.*.***.*.*.*+***►�**�*.�.***:+�**:».*.*. See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVAN�B��'ELEPHONE 479-2149 OR A OUR OFFICE FROM 8:00 AM-4 PM. � � _ SIGNAT � OF OWNER OR TRACT OR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0018 as of 02-06-2008 Status: REVISION ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 02/06/2008 303-825-1313 To Expire: 06/17/2008 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITEBUILDING 'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. .. � .,. w. __ Ca��T � • .. . M �. � �J Z APPLICATION WILL NOT BE ACCEPTE '� os�COMPLETE OR UNSIGNED Building Permit#: L3�-C�OI�S ! �, ��' �O � 970-479-2?49(Inspections) / ��V+i� � REVISION TO TOWN OF VAi�y BUILDING PERMIT _ Separate Permits are required for electr :al, plumbing, mechanical, etc.! 75 S. Frontage F�d. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of`�pproved plans. No further inspections will be preformed until the revisior.� are approved. *** CONTRACTOR INFOR��IATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: �r' C-0 ��'�...C.. � C,. 1 �� r C c' f cl L-i�-G-�s 1 ATTENTION: JR,CHARLIE,GREG,CHRIS Contractor Signature: COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ —1 OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ r For Parcel# Contact Ea le Ccaunty Assessors Office at 970-328-8640 or visit www.eaqle-county.com � Parcel,� �IG I��S �21U�� Job Name: . � Job Address: VU� I s ��^�` 'Qovr 1`�l U�,I L�,,e--. Legal Descri�tion Lot: . Blocic: Filing: Subdivision: Owners Name:v�; � Address: Phone: (IZ��r-rs Architect/Designer: Address: Phone: �--f�.-/�i v Engineer: Md„rae � e,{� Address: Phone: � REASON FOR REVISIONS: L ��JN.�.�^ {, s�o�c ��-�,b,� �U1- ;�`�e..� Work Class: Nev�d,� 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 Bur�ning ( ) No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood �urning (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: � [-Accepted Byr: Type of Canstcuc#ion: ' (—Date Received:; � F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 . ` LETTER OF TRANSMITTAL J�� No. A0239 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: 2/14/2007 PHONE: ATTENTION: Joe Suther PROJECT: VFD Site Work & Bldg A - Garage/Dock HCI Job No. 26006 WE ENDING: UBMIT R• A T ON T N: ❑ Shop Drawings ❑ Approval ❑ Approved as Submitted ❑ Letter ❑ Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Returned After I,oan ❑ Change Order ❑ Review and Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ Sam les SENT VIA: ❑ Returned ❑ Specifications ❑ Attached ❑ Returned for Conections ❑ Other: ❑ Separate Cover Via: ❑ Due Date: ITEM NO. COPIES DATE ITEM NUMBER REV.NO.DESCRIPTION STATUS 5 2/14/2007 ASI A-015 AAN cc: Signed: v` Greg Perry V 4240 ARCHITECT'S SUPPLEMEfVTAL VAIL'SFRONTDOOR I NSTRUCTION No. A-oi 5 ro: Doug Thompson/Hyder Construction,Inc. �o1E�T Na 20693.08 543 Santa Fe Drive ISSUED: OZ.O6.O7 Denver, CO 80204 FROM: Neha Khera 303-825-1313 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your aclmowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instruction Title: Bldg A—Structural Dimension Clarification#2 Reason for Change: Clarification of dimensions,elevations of top and bottom of beams,top of slab slopes(including slab at roof of north parking structure),and concrete beam layout including RFI information up to 01.23.07. Description of Instructions: See attached sheets for additional information. Attac6ments and Enclosures: Monroe&Newell Structural Sheet—S 101,S 101.5,S 102,S 103,S 104,S 105,S 106,S 107,S 108,S 109 and S 110,dated 01.03.07. � � 1 Copy To: ASI File By: Rick Caudel/VRDC Greg Leuchtmann/Monroe&Newell Received By: Jim Ness/Monroe&Newell 42�40 ARCHITECTURE INC 1621 Eighteenth Street Suite 200 Denver,Colorado 80202 ��ti��eined in this message is privileged and confiden6al iMended only for ihe use of the ir�vidual(s)w entity(ies)named t 303.2923388 f 303.29231 13 above. if the reader of this message is rwt the intended reapient,you are hereby rrotified that any dissemina6on,distribution,or copying of www.4240architecture.com }►��s communication is stridly prohibited. If you have received this oanmunica6on in error,please notiy 42/40 Architecture,Inc.immediately. . ��, '� Hyder Construction January 29, 2008 Revisions ready for pick up. Doug Thompson has been contacted. These are the fees due: Fee Item# �M��8° �M R��t�n`'�, el�vatiort, antf �lop elevation clarification $ 0.00� B06-0026 Revision 5, ASI E-053a, buyer revisions Unit 6A $120.00 81 FEES DUE 120.00 � � �l�l��,nc. c:o�c�€��r�� Buiidutg Department Services January 16, 2008 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Vail's Front Door PERMIT NUMBER: B06-0018 REVISION NUMBER: 7 INTERNAL REF#: 3090 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: Elevation, and slope elevation clarification with ramp detail at loading dock. Plan review fee: $0.00 No additional square footage- No added valuation Sincerely, Matthew Royer Building Official SAFEbuilt Colorado matt.rover(�a,SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free: (877)428-6412✓Fax:(970)328-1791✓\�Eag1el�Eagle Shared Drive�Plan Review�Final Approval Template FAL.doc TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0018 ��t'�SvCa UU4r�S Job Address: 174 GORE CREEK DR VAIL Status . . . : APPROVED Location.....: VAILS FRONT DOOR-SITEBUILDING 'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . . 02/06/2008 Legal Description: Expires . .: 06/17/2008 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 108, 815$12, 533 , 311 . 70 Totals . . . 108, 815$27, 739, 000 . 00* Firepiace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 **r�*��**�**r*+***+*******r******s�*r*******v*rr*+*s***:r*+r***++*** FEE S UMMARY *********�****r*****s**a�*�*r**�*�srr*s*�*►*rs*�**��**►*�+** Building------> 103,206.10 Restuarant Plan Review--> $o.00 Total Calculated Fees---> 206,415.20 Plan Check---> i o 3,2 0 6.10 Recreation Fee--------------> $o.o o Additional Fees-----------> $64 4.97 lnvestigation-> $0.o o TOTAL FEES-------------> 2 0 6,415.2 o Total Permit Fee----------> 2 0 7,2 6 0.17 W ill Call-----> $3.0 0 Payments-------------------> 2 0 7,14 0.17 BALANCE DUE---------> $12 0.o 0 ******�*s**�***�+t*.**�+�a�**�**+***+*+*�**+*�***e**�*r**s***as**w**s�*�:**.�*+r+�»ar****+*s**+er+�****�++��***v*t**r�*�sss�:str***+*�*«s��rrr� Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted tor Grading, Excavatio� Shoring only. Other approvals required prior to approval ot tull building permit. required prior to issuance of partial permit. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs. 10/02/2006 MROYER Action: PA Rev. 1 - IR #1254; approved structural cha� Additional $0 . 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RFI No. A-112 approved. 1 hour plan review 02/07/2007 MROYER Action: AP Approval tor temp. stairs on East end ot Lc Additional Permit Fee: 148 .48, Plan Review: 96 . 51 . CIA % per contract Permit tee: Plan Review: 77 .21. Total tee ot 244 . 99 must be collected prior to release ot rev: 03/O1/2007 MROYER Action: DN Revision 5- Dock levelers. Comment letter E Doug Thompson and Neha 03/O1/2007 . 04/13/2007 MROYER Action: PA Rev. 5- IR# 2971- ASI A-017 Add dock levelf improve loading dock. Billed 1 hour @ $60 04/17/2007 MROYER Action: CR Rev. 7, IR-3090- Ramp elevation clariticat: letter sent to Neha. 04/17/2007 . 08/27/2007 ependley Action: AP Rev. 11, IR 4225-Grade moditication/ access: additional square footage. Plan review fee $300 . 00 09/17/2007 ependley Action: AP Rev. 12, IR5441-ASI 5-026 approved. No aaaea Additional plan review fee of $60 . 00 due 11/13/2007 JPLANO Action: CR NEED ADA ACCESSIBLE STALL AND ACCESS 11/26/2007 jplano Action: AP Rev14, IR6037, Temporary Restrooms approvec hours of plan review due. 11/30/2007 jplano Action: CR Correction letter sent on sign package 12/18/2007 cdavis Action: PA Partial approval tor Shoring System Final l sign off from engineer of record 12/27/2007 mroyer Action: PA rev. 6/ir3089/ steel deck claritications ap� issued. no additional fees . O1/17/2008 mroyer Action: AP Approval tor Rev #7 3090 Elevation and Slo� clarifacation with new ramp detail 02/05/2008 jplano Action: AP Rev. 17/IR6346, Letter trom Koechlien on SpE Inspection and Letter trom PCL on adjacent building monitoring approved. No ChargE 03/12/2008 sgremmer Action: AP Rev. 15; Approval of sign package ref#6133 03/24/2008 nchand Action: AP Approval tor ASI-5041 IR#6556 B06-0018 REV 03/25/2008 JPlano Action: AP Revision 17 (6346) special inspections by 1 Engineers have been received and are ok. See SAFEBuilt letter in tile dated 2-5-0; Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval tor exc shoring and grading only. Addtional approvals required for building permit . 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON7 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval tor the constru� temporary stair to provide emergency egress out ot Lodge Tower South. This stair : only and shall be removed prior to the issuance of a final CO 02/06/2007 George Action: PA This approval is tor the addition ot loadi� levelers only 03/05/2007 George Action: PA Building A. This is a partial approval tor claritications to the stell decking only. No other revisions are permitted by thi; 03/05/2007 George Action: PA Building A. This is a partial approval tor footing elevations and the slope of the foundation. 11/13/2007 GR Action: AP ASI 5-038 TEMPORARY TOILET TRAILER PLAN N/i 02/19/2008 GR Action: AP Rev. 17/IR6346, Letter trom Koechlien on SpE Inspection and Letter trom PCL on adjacent building monitoring approved. No Charga Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval tor grading and excavatio� Requires fifty percent submittal in 30 days, 100 in sixty. 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 02/14/2008 McGee Action: COND Provide detailed plans tor gas shut ott to: heaters . Provide detailed plans and new mechanical plan for fire pit. Provide review by BCER tor tire exiting due to changes in sidewalks per original � Landscaping shall not obstruct access to FDC or Knox Box or fire hydrant . 02/20/2008 mcgee Action: AP ASI 5-038 02/20/2008 mcgee Action: AP Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 02/06/2007 tk Action: AP Approved ASI-A-017 tor installation ot DocJ Plan received 1-31-07, dated 1-29-07 . 08/14/2007 tk Action: AP Approved revised Final Grading Plans dated received 8/8/07 . Item: 05550 ENGINEERING CIVILS +.�.*+**++�:+�*.+«**��***+�*«*.�..*.***.*s*.**..*�*+**:**.*+***.*.*+..*+�**.*.*.*.*.*.**.******,*�,*.*.*.*..+*.*s*.*.�*�***+*...*.**�+.*.*..***.. See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. / � SIGNATURE OF OWNER CTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0018 as of 03-27-2008 Status: APPROVED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 02/06/2008 303-825-1313 To Expire: 06/17/2008 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITEBUILDING'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. �m 3� �� : � � �� rl�. t..(�L.'��h U tJ3 Building Department 5ervues February 05, 2007 � � � Charlie Davis � Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door—Special Inspection, Structural Observation PERMIT NUMBER: B06-0018 REVISION NUMBER: 17 INTERNAL REF#: 6346 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has received the final summary for the special inspections performed at the Front Door project by Koechlein Engineers and the monitoring of the adjacent buildings by Peak Land Consultants (PLC). These letters appear to be in order and the office and field copies have been returned for filing purposes. Plans: One letter from Koechlein Engineers. One letter from PLC and Overall Building Monitoring Plan review fee: No Fee No additional square footage- No added valuation Sinc�ely"",`... \ �'' John Plano Plans Examiner/ Senior Inspector SAFEbuilt Colorado john.plano(�a,SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit]O1 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓F�:(970)328-1791✓V:�Plan Review\Vail�Front Door�B06-0018\tov-b06- 0018.Rev17 FAL.doc ' . r Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers � 12364 W. Alameda Pkwy• Suite 115 • Lakewood, CO 80228-2845 www.KCE-Denver.com LAKEWOOD AVON/SILVERTHORNE (303) 989-1223 (970) 949-6009 ' (303) 989-0204 FAX (970) 949-9223 FAX December 12,2007 Rick Caudel Vail Resorts Development Company P.O. Box 959 Avon,Colorado 81620-0959 Subject: Summary of Construction Observation and Testing Services Building A, B,C, and D—Vail's Front Door Vail, Colorado Job No. 06-050 As requested, we have reviewed our construction observation and testing reports prepared for the subject project. The purpose of this letter is to present a summary of our construction observation and testing services for the subject project. The following table presents the construction observation and testing services that our office provided for the subject project and our conclusions with regard to these items meeting project specifications. ��m�t3�+' �� Subject to insRectiort and Compliance to all relevant Adopted Buil�lin and Municipal Codes. Changes in Plans lIS pproved. Date �5 �_Ey .d Code:�r�L SAFFh�.,ilt Col�r�.��!c�� --_ — -._ REVIEWED BY �r�_�,. . ._.. � ; �'�,� � :y� �QO� � � � �_ ------- , �I __. SAFEbuilt Colorado �----___ _ _______..,___— � Ric1: �`audei l�'OECHLE/.��CO.��.SC�LTL��GEV�Gl,��EERS, /��G Decemlier I?. '_O07 Co�rsulli�t, Geolechiticnl E�rnitteers Job No. Ob-0�0 Pa�e? of? Construction Obser��ation and Testin<� Services Performed Compliant��ith Proiect ; S ecifications'- � E�cavation Observations Partial' Reinforcing Steel ai�d Do��el Observations Yes Post-Tensioned Tendon Lavout Observations Yes Post-Tensioned Tendon Elon�ratioi� Measurements Yes Ex anded Polyst �rene(EPS) Foai1� Fill Yes Compaction Tests(Foundatioi� wall backfill, sub�,rade, interior fill, e�terior fill, etc.) Yes Com action Observations (�ia-inch rock com actio��j Yes Concrete Testin�(Structural co��crete—footin�s. walls, columns.etc.) Yesa � Masoniti� Observations Yes Spra��A lied Fire Prootin�� Yes' Structural Steel Observations Yes' Notes: 1. Observations and tests are considered compliant when the infor��ation within the eonstruction observation and testin� repo►-t meets project specifications or ��hen sufficient documentation has been provided to Koechlein Consultin`, En�Tineers, Inc. by the project team to ne��ate the non-compliant obser��ations and/or tests documented in the reports. 2. Compliant observations and tests are based strictly on the observations and tests performed at the locations indicated in the reports. Compliant observations and tests are only applicable for areas observed and tested as documented in the reports. It is possible that areas and construction items not observed or tested are not in compliance ��ith project specifications. . �. All escavation observations for foundation elements had met project specifications ��ith the exception of the sub��rade for the footin�� pad located at Gridlines O.0/14.3 noted in Report No. 62. dated 1?/0�/06. How-ever, ��e were informed bv the contractor that the ice had been rei��oved fro�n the base of the eacavation for the footin�� pad prior to the placement of concrete. To our knowledge, the footing pad at Gridlines O.0/14.3 has not esperienced any ezcessi��e settlement or movement since the construction of the footing and erection of the buildin�. 4. All cancrete tested had met the project strength requirement at `?8 days ��ith the exception of portions of the concrete placed on the follo��ina dates: 1?/?7/06, 2/2]/07. 3/7;07, 3/19/07, and 4/13/07. The portions of concrete poured on the aforementioned dates met project strength requirements at 56 days. �. Western States Inspection under subcontract to Koechlein Consulting Engineers, lnc. performed structural steel and �veldin� and spray applied fireproofing tests and observations as noted i�� their letters dated November 12 and December 1 l, ?007. Based on our limited observations and tesiing and the information pro��ided to us bv the desi�n and construction team, it is our opinion that the construetion testing ai�d observatioi� itei��s presented ii� the precedin�= table have beei� constructed substantially in compliance with the project plans and specifications. We appreciate the opportunity to provide this ser��ice. If��e can be of further assistance. please contact ow�office. KOECHLEIN CONSULTING � EERS, INC. �O LI T-r'�' ..... �,�, r� 8. �- O �� _�/ ��•. OZ��9d� � ~��N��N�� l Scott B. Myers, P.E. Senior Engineer (1 cop�� sent) cc: Scott Miller—H��der Construction. li�c. �;�;_�',�tE;,=�' s~, °d�ra—, "��[c��C`P�tc1u$ � � !,'E�l� }�� 't�tf��; P)a'1'��Ci�71`t181�1 �_��I"Il��LI�' �� l}'. FY��.s�� l 1zJ1EL LV`•:• � 1 �( � � �✓ �-"` A.rl — L�l�l!�l�;y 1VEU1TIt��IJ ��'� G 9`e'.'�.(.• gp�`j.' \ ?ealc L��d Consult�nts, I��v f�as be��;ur�i�iioi•i�l,il�e��istin�build;n��s a�•ou3�d your c�ns�t�•ucti��i��rojzct�il��ou�l��ut e�;cavaiio�l�nd�ti�e t�aci:fiii o�t ci�e ue��i�uil��iina,�o��e�i#y ai�y tl��eilie�t. �J�f�ave moniior�d tl�e�(�ollo�vif�g � �liii��lii�S: O�le Vai] Place The Hill Building Lod�e Tower South The Lodge Internationa] Riva North and South The Willows The suivey monitors began August 3,2006 and have continued to November 5,2007. During this time we have seen no noticeable movement from the original location of these sh-uctures. I have enclosed a copy of the latest Monitor Report that show's no movement other than what I feel is Standard Survey Error. You might want to consider discontinuing tlie monitors at this time since the all backfill is nearly complete. We could do a tinal monitor in the summer of 2008 for one tival check if you choose.Please cuntact me on this and let me know what you feel is the best course of action. Sincerely � ��t��qSTF �''/�'" ' �!"?�' q�00i�� F/' ,� ��s•o��Z g�,'�F�j �„�- .- �.�: ,.�__ �..r--�.. �, f Brent Big�s . O �'' c�� = Peak Land Consultants �,: �� "' �° o e �y, Fresident �i��° �l�j 6�� kr�,�aov � �ob �� o � '``�fi/U%�?L�Lj;;,'•,;0 APPRCI�'''�� Subject to inspection and Campliance to all relevant Adopted Buitding and Municipal Codes. Changes in Pla ,be approved. Date Z-S—o�By Code: �'c�o3 1'.�C SAFEbuilt Ct�lor�d� ._...._.� � R�VIEWED� BY ��_?._____ Ir—,.,;. Q.t ._ � � i ��.� �,:� �� , � .__---_______.._.__._.___._ ` SA��4uil� Colorado I _ __.�.._ _.___.-- _ j,:;.-.. . 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FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW COMM BUILDING PERMIT Permit # B06-0018 ��s6� �� Job Address: 174 GORE CREEK DR VAIL Status . . . : APPROVED Location.....: VAILS FRONT DOOR-SITEBUILDING'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : 03/27/2008 Legal Description: Expires . .: 06/17/2008 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 108, 815$12, 533 , 311 . 70 Totals . . . 108, 815$27, 739, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 �►�r**�+�****++*r*rr*t****��***++�++********��*�*sr+****rr�***�***a� FEE SUMMARY *�*r«�a+*�*s*****s*a�*+*+**��******r*r**r**��**t****�*�***►■ Building------> 10 3,2 0 6.10 Restuarant Plan Review--> $0.0 0 Total Calculated Fees---> 2 0 6,415.2 0 Plan Check---> 10 3,2 0 6.1 o Recreation Fee--------------> $o.0 0 Additional Fees-----------> $84 4.9� Investigation-> $o.o o TOTAL FEES-------------> 2 0 6,415.2 o Total Permit Fee----------> 2 0�,2 6 0.17 W ill Call-----> $3.o o Payments-------------------> 2 0�,14 0.17 BALANCE DUE---------> $12 0.o 0 �*******r*r**+►*s*+�**►***r*+r***�*:****************»*****+**r******��**�•r**s*.r:*s***t***e*****�*sr+**:**s****s*++srs*.rs*+*:�*�*+*s*�*****r*«* Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted tor Grading, Excavatio� Shoring only. Other approvals required prior to approval ot tull building permit. required prior to issuance of partial permit . 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs. 10/02/2006 MROYER Action: PA Rev. 1 - IR #1254; approved structural cha� Additional $0 . 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RFI No. A-112 approved. 1 hour plan review 02/07/2007 MROYER Action: AP Approval tor temp. stairs on East end ot Lc Additional Permit Fee: 148 .48, Plan Review: 96 . 51. CIA % per contract Permit tee: Plan Review: 77 .21 . Total tee ot 244 . 99 must be collected prior to release ot rev: 03/O1/2007 MROYER Action: DN Revision 5- Dock levelers . Comment letter a Doug Thompson and Neha 03/Ol/2007 . 04/13/2007 MROYER Action: PA Rev. 5- IR# 2971- ASI A-017 Add dock levelE improve loading dock. Billed 1 hour @ $60 04/17/2007 MROYER Action: CR Rev. 7, IR-3090- Ramp elevation clariticat: letter sent to Neha. 04/17/2007 . 08/27/2007 ependley Action: AP Rev. 11, IR 4225-Grade moditication/ access: additional square footage. Plan review fee $300 . 00 09/17/2007 ependley Action: AP Rev. 12, IR5441-ASI 5-026 approved. No added Additional plan review fee of $60 . 00 due 11/13/2007 JPLANO Action: CR NEED ADA ACCESSIBLE STALL AND ACCESS 11/26/2007 jplano Action: AP Rev14, IR6037, Temporary Restrooms approvec hours of plan review due. 11/30/2007 jplano Action: CR Correction letter sent on sign package 12/18/2007 cdavis Action: PA Partial approval tor Shoring System Final l sign off from engineer of record 12/27/2007 mroyer Action: PA rev. 6/ir3089/ steel deck claritications ap� issued. no additional fees . O1/17/2008 mroyer Action: AP Approval tor Rev #7 3090 Elevation and Slo� clarifacation with new ramp detail 02/05/2008 jplano Action: AP Rev. l7/IR6346, Letter trom Koechlien on Spf Inspection and Letter trom PCL on adjacent building monitoring approved. No ChargE 03/12/2008 sgremmer Action: AP Rev. 15; Approval of sign package ref#6133 03/24/2008 nchand Action: AP Approval tor ASI-5041 IR#6556 B06-0018 REV 03/25/2008 JPlano Action: AP Revision 17 (6346) special inspections by 1 Engineers have been received and are ok. See SAFEBuilt letter in tile dated 2-5-0: Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval tor ex� shoring and grading only. Addtional approvals required for building permit . 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval tor the construc temporary stair to provide emergency egress out ot Lodge Tower South. This stair : only and shall be removed prior to the issuance of a final CO 02/06/2007 George Action: PA This approval is tor the addition ot loadi� levelers only 03/05/2007 George Action: PA Building A. This is a partial approval tor claritications to the stell decking only. No other revisions are permitted by thi: 03/05/2007 George Action: PA Building A. This is a partial approval tor footing elevations and the slope of the foundation. 11/13/2007 GR Action: AP ASI 5-038 TEMPORARY TOILET TRAILER PLAN N/i 02/19/2008 GR Action: AP Rev. l7/IR6346, Letter trom Koechlien on SpE Inspection and Letter trom PCL on adjacent building monitoring approved. No Chargf Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval tor grading and excavatio� Requires fifty percent submittal in 30 days, 100 in sixty. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 02/14/2008 McGee Action: COND Provide detailed plans tor gas shut ott to: heaters . Provide detailed plans and new mechanical plan for fire pit. Provide review by BCER tor fire exiting due to changes in sidewalks per original � Landscaping shall not obstruct access to FDC or Knox Box or fire hydrant. 02/20/2008 mcgee Action: AP ASI 5-038 02/20/2008 mcgee Action: AP Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 07/14/2006 tk Action: AP Approved Building permit revisions dated rf 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 02/06/2007 tk Action: AP Approved ASI-A-017 tor installation ot DocJ Plan received 1-31-07, dated 1-29-07 . 08/14/2007 tk Action: AP Approved revised Final Grading Plans dated received 8/8/07 . 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. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0018 as of 03-27-2008 Status: APPROVED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 03/27/2008 303-825-1313 To Expire: 06/17/2008 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITEBUILDING 'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPiNG Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. �� lf1C. �C.}t C�RA[�� $vi�ding Depart�nes►t 5ervices December 27, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door U��g PERMIT NUMBER: B06-(�8 REVISION NUMBER: 6 INTERNAL REF#: 3089 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: Steel Decking Clarifications Plan review fee: $0.00 No additional square footage- No added valuation Sincerely, � Matthew Royer Building Official SAFEbuilt Colorado matt.ro er ,SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓\�Eag1el�Eagle Shared Drive�Plan Review�F'inal Approval Template_FAL.doc ------ 3o g /� APPLICATION W LL NOT BE��CEPTED IF IN MPL'_T'� OR UNSIGNED - -�, { Buildin�Permit# ��,2 -pp�� <,� 4 �� 970�47��-x1��¢9��I��pec�4 n� . # � ,,... . �...� �� + 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 submittais must include the Fieid Set of approved plans. No further inspec#ions will be preformed until the revisions are approved. *** CONTRACTOR INFORMATION � General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: I� dcr' C.o� i-r�.,, 't`io�.. 05�- C� r C�i ATTENTION: d�f�JR,CHARLIE,GREG,CHRIS Contractor Signature: � X - COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ ELECTRICAL: $ � OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com R��+�±�!# 2101U�s �210�� Job Name: U�•,(s �^t �r Job Address: �S� U�, � �� Legai Description Lot: Block: Filing: � Subdivision: Owners Name: Address: Phone: v�.: ArchitecbDesigner: �2�y� Address: Phone: � Engineer: M�� ,�� Address: Phone: � REASON FOR REVISIONS: 5.�,� ,��h„�� G,-;-�-,�.a-he..s Work Giass: New�Addition � } Rer�io�ei ( } Repdir( ) Damo( } 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 � � �' i� �r �s � � Other Fees , F .+Y �t3�c�a .a�n� Grou cce t d �� 'Fype`:of..C4nst�u�cfi�Qn :_;�..�. . �:;,�: '.pate.. ..��eEVed: �� 1 � l � 2�� F:\cdev\FORMS1PermitslBuildinglbuilding_revision_11-23-2005.doc Page 1 of 2 � 12/8I200� .!J � i ? �� ,��`o!� r __.�.� ._ _ � � � builtl��. �o�� Building 17epartment 5eivites March 12, 2008 Charlie Davis Town of Vail Chief Building Official, Town of Vail 75 South Frontage Road �� Vail, CO 81657 RE: PROJECT: Vail's Front Door PERMIT NUMBER�&48' g��g—OOI� REVISION NUMBER: 15 INTERNAL REF#: 6133 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: Sign Package Plan review fee: $0.00 No additional square footage- No added valuation � � Sincerely, ' _-- Shane Gremmer Plans Examiner SAFEbuilt Colorado shane.gremmer(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓\\Eaglel\eagle shared drive�Plan Review�Final Approval Template_FAL.doc � CC—� �1VPICAL CONDITION vSCFLE:1l2'=1'-0" Background Color P-OS Match PMS 411 Symbol Color:White Background Color P-Ol Black Text Color P-06 Match PMS 468 y�� ASIgnTypeab.1657AIRID10UT51DE57AIR) NOTES:1/4"thickplaquewithADAmmpliant, scnie.rarcsae raised text and braille.Plaque face will be photo polymer on an avylic substrate(.1875"thick). Secured Flush to wall surface with VHB-VT or silicone adhesive. Locations for the back of house signs will be shown on the location plans for their respective buildings within the project. ro�CO`80303 DESIGN INTENT DOCUMENT V A I L R E 5 O R T 5�� Vail's Front Door Vail Fesons Development Co Kv GENERALNOTES: � repSWkpsh��uantin�5ubmmais sectioultli�isdaummt. � tl�avAn�asviswtleslgM�eronNFinal engineennq�aterlalgndab.�<atiafiallremalnne �eayuri�IGllfqlihtlabrkaio� � rolWhtlaumentsubjecto[hMn�gn ntrequlremenmuNinedelsewfie�eln�e EocumenWefer ta the Fab�ICamPMOrmanc6 MaterialPequlremen�uaneitles&Submirta�s. Matenalf FinisM1esa�dfom�Symbolzxtions ol�M1ivl�i�mMpiliiiil�Me�all.. OPIGINAL ISSUE�. 03 AU jll5i,2007 � I I OVERALL SITE BACK OF HOUSE SIGNS �o�r,r��,�a�,o�A, t�3P riStree� Bou c�aCO`80303 *E� .aa .ei0l r. . O.IUV6 DESIGN INTENT DOCUMENT V A 1 L R E S O R T S" Vail's Front Door PPOIECf Vail Resorts Development Co OWNfF KP IERM lOBNO- GENERALNOTES: � re�+d:W+nm�a�r��sucmnais urnnmhhiH�rumant. � drawinF}m�srisurtlesigmteron�yFinai engineeiinq�ateriaiandabricatiahallremaiMie esponsibiliqflM14aWl<a�o�. � on erofXtlhdocumeM1t sub�xroNMesgn �rea�o-emP�m�ar�PnPiv.wna,�m m� doc en0iefe�toMeFabrl<atoPe�forman<d Mate alNequi�rtwntq}uan itie.cW 4iMnihal�. Ma�erlal6 Finisiresd�tlian��Sympolsettions onn�m��meron�nnede�axs. �uic,ir�n�issUt: 03 August,2007 FENLONS' 20 July,2007 VAIL MOUNTAIN CLUB BUILDING ADDRESS SIGN �. - ` 1 �{_� - J �_ � �� !� � "� �� 7� _ — � _ , I�_ ��. � ,i'�-l�_rz,~ _ u � �_ u J {_ _ i� � , � �� i , , 4 } '� . ------ J �_ � �; �r- ��- i. — -- V� \A7Ll�ktYj�tn3�"�I�4'il�!: ' - � '� � �� I � -j� L i'` �' 7 � —� � ��`�U`" : � , _.�._ .�-_ .!" . ., - . . . .� .. �. . .!,` � A Building West Flevation SULE�.t/<=i 0 t s ° �; ,. �� a ;..-- �/� o� �, ��- ��- ��-1`1%� " - � i<�> ..� _�" � y- * .� � _� 'i.. � i�,._ s�, W �:`� � �`�, ��_�. ��.._. !_ �' %;. 2n � e . � � �` , � ' �� .- --,� ��• �r, �' � '" k 0 ` � " � F7 �� `�. ,:...sr �� -�,� ,< — ��I� �� ` � � � � � ;; �� ; � •,/�,��7�: '�►' �.�.� �At �•"r� . µ�� Photo references of Luminore coatiny applied to acrylic. VMC Badge:Cast bronze Pin mounted to stone face of building Alternate option:acrylic or resin badge with cold spray metal coating(Luminore) with uniform light bronze finish. VMC Letters:Presicion cut brushed bronze-Pin mounted to stone face of building �Sign Type 4a.1:Building ID A Sign Type 4a.L End View XALE:�'=1'0 XAIE:I"=I 0 Total Sign Area:14 sf QTY:1 m s ``o �oq ;::.°emma:�,.e,�a..�om ,o a DESIGN INTENT DOCUMENI V A�I�L^oR ETS O R Tp5" Vail's front Door Vail Resorts Development Co OWNFP KP hnm ioeNO. GENERALNOTES: � et¢iiWryhheQuant��5ubm'aals uc[iaaf�M1'tl¢wnmt. • Jiawn��Yg.n��vsuatlesgM1nienanyF'ivl engineenng�a�enalqndfabricatlwhaikemairMe re:po�:�anqnnaacn�aw�. • cun erqiMhJu.umene wb�x�o�hetlesigi� ' reQUlrementvullinetleluwherein Ihe EocumenHeter ro the 4abricaroVerformanc6 MaterialPCqulrement!4wntities6 Subminals, Ma�e��sia r��,ne�a�aFOm�,svmeoi�cno�s onn�,d«�merorn�rm�cau:. oaiewaussue� 03August,2007 PEVISIIXiS: oae32 June,2007 20 July.2007 VAIL MOUNTAIN CLUB ENTRY IDENTIRCATION SIGNS I �— i� —_^ _ �xa�E:;_�.a. Total Sign Area:.5 sf QTY:5 NOTES:Machine cut vinyl applied to the second swface of the enhy door glass. _ .__ A Building West Elevatlon scn�e�.vz=i o �- � \ / \ — % ' ^�r�_ � � ✓ A SignType4a.15:BUildingAccessibleEntranceSign scniE:3�=i�-o^ NOTES:Machine cut vinyl applied m the second surface of the entry door glass MOUNTED AT 60"HEIGHT CENTERL W E OF SIGN � �°s�,� , �_� °�a'ao�o� r��JO]aaa. r. .oa0.�096 DESIGN INTENT DOCUMENT V A I L R E S O R T S� VaiIS Front Door PNOhR Vail Resorts Development Co KP GENERAL NOTES: • �epViletipd[�a0uanti�0 Subminals �n�o�nn�,e«�me�c � r win�YpaxvhuatleslqM mntyFinal enginming�atnia�pndabricatimhalbemainFe i,��dn�uMmn.,e,��.,�M. • nerofMMtl«umentsubjectoMedesign r n 'netlelsewFereln t e EocummqNe��o tM1e FabrkatoPeRO�manc6 MaterlalNequirementqluantltlesB Submirtals, acia �ni�M1ewntll�nt�SymWla.rii�i�s onn�,e«�mebn�nnm.�,n,. nuaHn�isx��. 03 August,2007 FfVI5bN5�. VAIL MOUNTAIN CLUB ENTRV IDENTIFICATION SIGNS 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 # B06-0018 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITEBUILDING 'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : OS/12/2008 Legal Description: -��; �j 4�- oo� � Expires . .: 06/17/2008 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 108, 815$12, 533, 311 . 70 Totals . . . 108, 815$27, 739, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet 0 +************r**r******rs*a**a*�x��+*+*+�*************************r* FEE SUMMARY w*******►**s******+*r****r**ra+*r:�***e+s�*��**►*►***►�**►*** Building------> 10 3,2 0 6.1 o Restuarant Plan Review--> $0.0 o Total Calculated Fees---> 2 0 6,415.2 0 Plan Check---> 103,206.10 Recreation Fee--------------> $0.00 Additional Fees-----------> $904.97 [nvestigation-> $0.0 o TOTAL FEES-------------> 2 0 6,415.2 0 Total Permit Fee----------> 2 0 7,3 2 0.17 Wiil Cali-----> $3.0 0 Payments-------------------> 2 0 7,3 2 0.17 BALANCE DUE---------> $0.00 .***a**#�*es+�a****ar*********+****srsr*****:r*►***�*�*�*e+�s****s****�*r***s**�*�**r*rs�s*�+*******++****�****�:r*�*t«s*s+*z�a*s*++�s**+*e*+�*�*r Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granteci tor Grading, Excavatio� Shoring only. Other approvals required prior to approval ot tull building permit. required prior to issuance of partial permit. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 06/05/2006 cdavis Action: PA 5taging/Access Plan approved 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs . 10/02/2006 MROYER Action: PA Rev. 1 - IR #1254; approved structural cha� Additional $0 . 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RFI No. A-112 approved. 1 hour plan review 02/07/2007 MROYER Action: AP Approval tor temp. stairs on East end ot Lc Additional Permit Fee: 148 .48, Plan Review: 96 .51. CIA % per contract Permit tee: Plan Review: 77 .21. Total tee ot 244 . 99 must be collected prior to release ot rev: 03/Ol/2007 MROYER Action: DN Revision 5- Dock levelers . Comment letter f Doug Thompson and Neha 03/O1/2007 . 04/13/2007 MROYER Action: PA Rev. 5- IR# 2971- ASI A-017 Add dock levelE improve loading dock. Billed 1 hour @ $60 04/17/2007 MROYER Action: CR Rev. 7, IR-3090- Ramp elevation clariticat: letter sent to Neha. 04/17/2007 . 08/27/2007 ependley Action: AP Rev. 11, IR 4225-Grade moditication/ access: additional square footage. Plan review fee $300 . 00 09/17/2007 ependley Action: AP Rev. 12, IR5441-ASI 5-026 approved. No aaaea Additional plan review fee of $60 . 00 due 11/13/2007 JPLANO Action: CR NEED ADA ACCESSIBLE STALL AND ACCESS 11/26/2007 jplano Action: AP Revl4, IR6037, Temporary Restrooms approvec hours of plan review due. 11/30/2007 jplano Action: CR Correction letter sent on sign package 12/18/2007 cdavis Action: PA Partial approval tor Shoring System Final ] sign off from engineer of record 12/27/2007 mroyer Action: PA rev. 6/ir3089/ steel deck claritications ap� issued. no additional fees. Ol/17/2008 mroyer Action: AP Approval tor Rev #7 3090 Elevation and Slo� clarifacation with new ramp detail 02/05/2008 jplano Action: AP Rev. 17/IR6346, Letter trom Koechlien on SpE Inspection and Letter trom PCL on adjacent building monitoring approved. No ChargE 03/12/2008 sgremmer Action: AP Rev. 15; Approval of sign package ref#6133 03/24/2008 nchand Action: AP Approval tor ASI-5041 IR#6556 B06-0018 REV EXTERIOR HEATERS 03/25/2008 JPlano Action: AP Revision 17 (6346) special inspections by ] Engineers have been received and are ok. See SAFEBuilt letter in tile dated 2-5-0; Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval tor exc shoring and grading only. Addtional approvals required for building permit . 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval tor the constru� temporary stair to provide emergency egress out ot Lodge Tower South. This stair : only and shall be removed prior to the issuance of a final CO 02/06/2007 George Action: PA This approval is tor the addition ot loadi� levelers only 03/05/2007 George Action: PA Building A. This is a partial approval tor claritications to the stell decking only. No other revisions are permitted by thi; 03/05/2007 George Action: PA Building A. This is a partial approval tor footing elevations and the slope of the foundation. 11/13/2007 GR Action: AP ASI 5-038 TEMPORARY TOILET TRAILER PLAN N/� 02/19/2008 GR Action: AP Rev. 17/IR6346, Letter trom Koechlien on SpE Inspection and Letter trom PCL on adjacent building monitoring approved. No Chargf 03/31/2008 George Action: PA This is a partial approval tor a revision t club patio area to add outdoor seating, changes in stair design and a moditicatio� swinging gates. Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval tor grading and excavatio� Requires fifty percent submittal in 30 days, 100 in sixty. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 02/14/2008 McGee Action: COND Provide detailed plans tor gas shut ott to: heaters . Provide detailed plans and new mechanical plan for fire pit . Provide review by BCER tor tire exiting due to changes in sidewalks per original ? Landscaping shall not obstruct access to FDC or Knox Box or fire hydrant. 02/20/2008 mcgee Action: AP ASI 5-038 02/20/2008 mcgee Action: AP Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 07/14/2006 tk Action: AP Approved Building permit revisions dated rf 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane=No comments 02/06/2007 tk Action: AP Approved ASI-A-017 tor installation ot DocJ Plan received 1-31-07, dated 1-29-07 . 08/14/2007 tk Action: AP Approved revised Final Grading Plans dated received 8/8/07 . Item: 05550 ENGINEERING CIVILS *�.:***..*�*....****.**:.+.*.*.*,*,:*��...+*:*s*�*+**.*.**.****�.**+.�+�**�»***.**.+..*:***.�*s*..******.+....*��*«+«.+..*.*....*:�****,**�*�*.*� See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. � REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. �%�.�r,�. 'i?�,,�- ��_ SIGNATURE OF OWNER OR C CTOR FOR HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0018 as of OS-12-2008 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: OS/12/2008 303-825-1313 To Expire: 06/17/2008 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITEBUILDING'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. *****+*+++*+****************************+++++++++***************************++****+*+*+++++* TOWN OF VAIL, COLORADO Statement ***************+**+++***********************************+++++*****+************************* Statement Number: R080000668 Amount: $180.00 05/12/200803:47 PM Payment Method: Check Init: DDG Notation: Hyder 59749 ----------------------------------------------------------------------------- Permit No: B06-0018 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 207,320. 17 This Payment: $180.00 Total ALL Pmts: 207, 320.17 Balance: $0.00 *********++*********************************************************+*******+++*+*********** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 180.00 ----------------------------------------------------------------------------- �.h ,� ��-� � bu�i��. �_.��a�� Buitding Depariment Senrices March 20, 2008 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: ASI-SO41 PERMIT NUMBER: B06-0018 REVISION NUMBER: 18 INTERNAL REF#: 6556 ADDRESS: 151 Vail Lane Dear Mr. Davis: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2006 International Building Code as adopted by the State of Colorado. SAFEbuilt Colorado finds the documents submitted to be complete for construction. Plans: Site plan, manufacture specifications Plan Review Fee: 60.00 No added square footage Sincerely, John Plano Plans Examiner/Senior Inspector SAFEbuilt Colorado Eagle, CO 81631 Office: (970) 328-1790 Fax: (970) 328-1791 John.Plano(a�safebuilt.com Page 1 of 1 SAFEbuilt Colorado Denver West Office✓3000 Youngfield Suite 167✓Lakewood,CO 80215 Phone:(303)462-1955 ✓Toll Free: (877)462-1955 ✓Fax: (303)462-1965✓Plan Review �..° � � � ��,.,j d�,� ) ` �� ,� � f�� ,�� .� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE�(�� Building Permrt# �{�" . 9�70�-d79 2�149{Inspect�o�is) . �..�>� �:, � ,.n ._ �� 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 performed until the revisions are approved. *** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. N .: Contact and Phone#'s: �L ��e,� _ � UG-�-- �- 3�3- fa�- �i�� ATTENTION: JOE,JR,�CHARLI GREG,CHRIS Contractor Signature_� _ - -- -- �.__ _-_ ; � � COMPLETE REVIS ONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ,�% ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contacf Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com P�rc�i�# � l� l �; �Z2 ( �� Job Name: ��,� � S G--y��_� I�� Job Address: �� ,;'�,��f � �� Legal Description Lot: Block: Filing: � Subdivision: Owners Name: ` .Z� L, Address: . Phone: ArchitecUDesigner: ��; Address Phone: Engineer: �, n�,�e ��,-�� Address: Phone: REASON FOR REVISIONS: �,t�� v� ��, � , , � � �z 5--�- �� ; Work Class: New Additi�n ( ) 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 Re�eived:� �: .Permit Fee 10 :.. �:. ° �� Plan Gk Fee'80 :.�. a;:,� Accepte�i By :�,. � �� ; Permit Fee��,(11): � � �� PIan�Gk Fee,;�81): ' �; � Outsourced Terms: ' � .��. �. . . � : F:\cdev\FORMS\Permits\Building�building_revision_4-18-2007.doc Page 1 of 1 4/18/2007 f ��c��' H der Construction Y April 4, 2008 Revisions ready for pick up. Doug Thompson has been contacted. These are the fees due: Fee Item# B06-0018 Revision 14, ASI S-038, Temp. Restrooms $120.00 81 Revision 18, ASI_SO41, exterior heaters $ 60.00 81 TOTAL fEES DUE TODAY $180.00 f �� Hyder Construction April 4, 2008 Revisions ready for pick up. Doug Thompson has been contacted. These are the fees due: Fee Item# B06-0018 Revision 14, ASI S-038, Temp. Restrooms $120.00 81 Revision 18, ASI SO41, exterior heaters $ 60.00 81 TOTAL FEES DUE TODAY $180.00 � . � �� inc. �c��c�€��c�o Building Department Serviccs � 4 November 26, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door-ASI S-038, Temp. Restrooms PERMIT NUMBER: 606-0018 REVISION NUMBER: 14 INTERNAL REF #: 6037 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: Site plans and cut sheets for temporary restrooms Plan review fee: $120.00 No additional square footage- No added valuation Sincerely, �� Matthew Royer Building Official SAFEbuilt Colorado P.O. Box 1618 Eagle, CO 81631-1618 (970)328-1790 (877)428-6412 matt.royer(�a,SAFEbuilt.com 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\Vail�Front Door�B06-0018\tov-b06- 0018.Rev14_FAL.doc � � u � APPLICATION WILL NOT BE ACCEPTED IF I MPLETE OR UNSIGNED `�S�-��(P �.1 Buildin Permit#: �, o�,}�►`1 �� V ` �'��'��X ' ��a,��1 ��"- . �" _ �'��'�� REVISION TO TOWN OF VAIL BUfLDING I�1� � � � � ~l� Separate Permits are required for electrical, plumbing, anical, etc.! 75 S. Frontage Rd. �"��r�y�;t �� g� Vail, Colorado 81657 ***All Revision submittals must incl F�. I �`;�e d plan . o further inspectio e n °t��l t�li��=eWi�io � e rove **i`T"OW N O F VA I L a w�ll be reform �� CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: � — - 5G/ � d�'i A'i'T NTION: OE JR,CHARLIE,GREG,CHRIS Contractor Signatu • -� `��-- COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ , ELECTRICAL: $ --� OTHER: $ PLUMBING: $ MECHANICAL: $ � REVISED TOTAL: $ For Parcel# Contact Ea le Coun Assessors Office af 9T0-328-8640 or visit www.ea fe-count .co ��. ,,�� _� �-�'ti� a -q�� ,/��'«� Job Name: 5 w � Job Address: 1�/ �l�.�f,•� e .;'� ,- Legal Description Lot: Block: Filing: T��,��4'��'�j� ; , r Owners Name: C' Address �F�j'�. t�,,.a`� ��y�a��' Phone• � ,�j Architect/Designer. Address: ` hone� � Engineer: n� � Address: Ph�� REASON FOR REVISIC3NS: ` � _ o�� Tz��-� r��-�� p �. Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) ��mo( ) 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 Accomrnodation 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 N07 ALL�WED Does a Fire Afarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) ********************************* *FOR OFFICE USE ONLY'k**�`**�*�,��„��`�'�`�*�"'`�` �,�� r W, �°"�^ i :.. . , :_�rtx�xt o :i < , �w'4 s ° � L� ��$ x �t ..Da�tet � � �r � � j�� ta.,��,� ; ��£� , P�rm�t�fe�' '�D . ; , P�� .a e �� .� , � � .� _ .AGCept�d��r�� r{ t:;�}ry. .� , °�'�;;,� Perm�t�ee,��1�M�� ,r, ,: Iar��G�C F�ek�B� .',,� � ', � Outsoirrced':Terms:`,� � 1 }'�� ` F:\cdevlFORMS\Permits\Buildinglbuilding_revision_4-18-2007.doc Page 1 of 1 4/18/2007 TOWN OF VAIL DEPARTMENT OF COMMLJNITY 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 # B06-0018 Job Address: 174 GORE CREEK DR VAII, Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITEBUILDING'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued. . : 06/26/2008 Legal Description: � �� --pp;�� Expires . .: 06/17/2008 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115. 18 108, 815$12, 533, 311.70 Totals. . . 108, 815$27, 739, 000.00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #oF Gas Logs: 0 #of Wood Pellet: 0 *****r****a*a**a*a**ss*s********r*****�****►**a�s*x**�*t************ FEE SUMMARY **********r*a**�***s*x***********�*�*x*x*a*s*ss*rs**s*r*s*�s Building------> 10 3,2 0 6.10 Restuarant Plan Review--> $0.0 0 Total Calculated Fees---> 2 0 6,415.2 0 Plan Check---> 10 3,2 0 6.10 Recreation Fee-------------> S 0.0 0 Additional Fees-----------> $1,0 2 4.9 7 Investigation-> $0.0 0 TOTAL FEES------------> 2 0 6,415.2 0 Total Permit Fee---------> 2 07,4 4 0.17 Will Call-----> $3.0 0 Payments-------------------> 2 07,4 4 0.17 BALANCE DUE---------> $0.0 0 ss****ss:****+s***►****a***:s**s*:*s*ss**s***s***a*s*a***s**s*s*s**s+s**+*s*s*�**:*s**s*****s***s********s******�***x*:**:*************a�******a* Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted for Grading, Excavation Shoring only. Other approvals required prior to approval of full building permit. approval required prior to issuance of partial permit. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONL 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/11/2006 MROYER Action: AP Full building permit pending conditions and department sign-offs. 10/02/2006 MROYER Action: PA Rev. 1 - IR #1254; approved structural chan Additional $0 . 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RFI No. A-112 approved. 1 hour plan review $60 . 00 02/07/2007 MROYER Action: AP Approval for temp. stairs on East end of Lo Tower. Additional Permit Fee: 148 . 48, Plan Review: 96. 51. CIA % per contract Permit fee: and Plan Review: 77 .21 . Total fee of 244 . 99 must be collected prior to release of revi 03/Ol/2007 MROYER Action: DN Revision 5- Dock levelers. Comment letter e to Doug Thompson and Neha 03/Ol/2007 . 04/13/2007 MROYER Action: PA Rev. 5- IR# 2971- ASI A-017 Add dock levele improve loading dock. Billed 1 hour @ $60 04/17/2007 MROYER Action: CR Rev. 7, IR-3090- Ramp elevation clarificati comment letter sent to Neha. 04/17/2007 . 08/27/2007 ependley Action: AP Rev. l1, IR 4225-Grade modification/ accessi no additional square footage. Plan review fee $300.00 09/17/2007 ependley Action: AP Rev. 12, IR5441-ASI 5-026 approved. No added valuation. Additional plan review fee of $60 . 00 due 11/13/2007 JPLANO Action: CR NEED ADA ACCESSIBLE STALL AND ACCESS 11/26/2007 jplano Action: AP Rev14, IR6037, Te�nporary Restrooms approved hours of plan review due. 11/30/2007 jplano Action: CR Correction letter sent on sign package 12/18/2007 cdavis Action: PA Partial approval for Shoring System Final R and sign off from engineer of record 12/27/2007 mroyer Action: PA rev. 6/ir3089/ steel deck clarifications app be issued. no additional fees. Ol/17/2008 mroyer Action: AP Approval for Rev #7 3090 Elevation and Slop Elevation clarifacation with new ramp detail 02/05/2008 jplano Action: AP Rev. 17/IR6346, Letter from Koechlien on Spe Inspection and Letter from PCL on adjacent building monitoring approved. No Charge 03/12/2008 sgremmer Action: AP Rev. 15; Approval of sign package ref#6133 03/24/2008 nchand Action: AP Approval for ASI-5041 IR#6556 B06-0018 REV. EXTERIOR HEATERS 03/25/2008 JPlano Action: AP Revision 17 (6346) special inspections by K Engineers have been received and are ok. See SAFEBuilt letter in file dated 2-5-08 lcampbell 05/20/2008 NSC Action: AP Approved B06-0018 ASI-028 REV.20 IR#7562 - of plan review due, $120.00 Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval for exc shoring and grading only. Addtional approvals required for building permit. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONL 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval for the construc a temporary stair to provide emergency egress out of Lodge Tower South. This stair i temporary only and shall be removed prior to the issuance of a final CO 02/06/2007 George Action: PA This approval is for the addition of loadin levelers only 03/05/2007 George Action: PA Building A. This is a partial approval for clarifications to the stell decking only. No other revisions are permitted by this approval. 03/05/2007 George Action: PA Building A. This is a partial approval for in footing elevations and the slope of the foundation. 11/13/2007 GR Action: AP ASI 5-038 TEMPORARY TOILET TRAILER PLAN N/A 02/19/2008 GR Action: AP Rev. l7/IR6346, Letter from Koechlien on Spe Inspection and Letter from PCL on adjacent building monitoring approved. No Charge 03/31/2008 George Action: PA This is a partial approval for a revision t ski club patio area to add outdoor seating, changes in stair design and a modification swinging gates. Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval for grading and excavation Requires fifty percent submittal in 30 days, 100 in sixty. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONL 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. 02/14/2008 McGee Action: COND Provide detailed plans for gas shut off for portable heaters. Provide detailed plans and new mechanical plan for fire pit. Provide review by BCER for fire exiting due to changes in sidewalks per original p Landscaping shall not obstruct access to FDC or Knox Box or fire hydrant. 02/20/2008 mcgee Action: AP ASI 5-038 02/20/2008 mcgee Action: AP 06/23/2008 mvaughan Action: AP asi s-042 for retaining walls Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 07/14/2006 tk Action: AP Approved Building permit revisions dated re 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 02/06/2007 tk Action: AP Approved ASI-A-017 for installation of Dock Levelers. Plan received 1-31-07, dated 1-29-07 . 08/14/2007 tk Action: AP Approved revised Final Grading Plans dated received 8/8/07 . Item: 05550 ENGINEERING CIVILS »*:*s*�,.:,:,:�.*«.*****+::::�*******.**.*::*,.:�*�******s*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 SIIALL BE MADE TWENTY-FOUR VANCE BY TELEPHONE AT 479-214 T OUR OFFICE FROM 8:00 AM-4 PM. SIGNATU OWNE C CTOR FO IMSELF AND OWNER ----._- PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0018 as of 06-26-2008 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HI'DER CONSTRUCTION, INC Issued: 06/26/2008 303-825-1313 To Expire: 06/17/2008 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITEBUII,DING'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R080001034 Amount: $120.00 06/26/200810:20 AM Payment Method: Check Init: SAB Notation: 60207-HYDER CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B06-0018 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 207, 440.17 This Payment: $120.00 Total ALL Pmts: 207, 440.17 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST L" Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 120.00 ----------------------------------------------------------------------------- , �� Hyder Construction June 11th, 2008 Permits/revisions ready for pick up. Doug Thompson has been contacted. These are the fees due: Fee Item# B06-0022 Revision 15, ASI E-077 $ 60.00 81 B06-0018 Revision 20, ASI 0-028 $ 120.00 81 B06-0028 Revision 8, ASI E-056A $ 120.00 81 B06-0021 Revision N/A, Ref#7436 $ 120.00 81 TC�7A� �`E��'l�E��3i�AY . ' , ,�... �� ,,.,� ,,, , .� , _�. ",., � -�.,� . ., „ . �x ��,. . �'��j",,r�'a�`�� buil#�n�. Ct�L(3Ft�C�[� Bnitding Department 5ervices May 20, 2008 George Ruther Community Development Director, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: F or PERMIT NUMBER: {��` REVISION NUMBER: 20 INTERNAL REF#: 7562 ADDRESS: 151 Vail Ln. 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: Description: 7- Sheets of Structural drawings ;�� ; r� 'No additional square foofage- No added valuation ��. Sincer � �- John Plano John King Plans Examiner Building Official SAFEbuilt Colorado SAFEbuilt Colorado john.plano(a�SAFEbuilt.com john.kin�(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colarado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax:(970)328-1791✓V:�Plan Review\Vail�'ront Door�B06-0018�B06- 0018REV 20IR#7562_FAL.doc - o � APPLICATION WI L NOT E A CE D IF INCOMPLETE OR U IGNED Building Perm�t#. � .,)�(o �.C�� C'' i, �7��2��nsp ctit�ns�) � �� REVISION TO TOWN OF VAIL BUILDING PERMIT �� Separate Permits are required for electrical, plumbing, mechanical, etc . 75 S. Frontage Rd. � �C(�`�� k Vail, Colorado 81657 � ***All Revision submittals must include the Field Set of approved plans. No further inspec �ons �e�/� will be performed until the revisions are approved. *** � � /��, CONTRACTOR INFORMATION � � � v General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: � v� '�� 0� — �4 303_5� - �'l og ATTENTION: J _,JR,CHARLIE,GREG,CHRIS Contractor Signature: �/�1 t� COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel�� 2tv► o �� 210��- Job Name: v�•( I ' �j �.�-Vd,�-� p��- Job Address: � �"` �� l Legal Description Lot: Block: Filing: Subdivision: Owners Name: U a Address: . Phone: Architect/Designer: y,� y,� Address Phone: Engineer: ��u� � �� Address: Phone: REASON FOR REVISIONS: 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:�: ' . . , .: ; Perniit Fee�' 10 : . '= � ', " �-��`:;..� _ �Plan G�C Fee'80 :-.� '.° � � �; Ac,cep"ted By:,�� , �� '� �Permit Fee�{11): �. � � �PIamC�C Fee�81): '� � � Outsourced Terms: F ��w'' F:\cdev\FORMS\Permits\Building�building_revision_4-18-2007.doc Page 1 of 1 4/18/2007 � . • � - r � o d 0 4 �- ARCH ITECT'S SUPPLEM ENTAL V,4��'s FrtOtv� DoOR INSTRUCTION No. A- 028 To Doug Thompson / Hyder-Canstructian, Inc. PROJECT NO: 20693_OH 543 Santa Fe Drive � J issuEO: p4.28.08 Denver, CO 80204 �� FRO� Neha Khera ^� � 303-825-1313 � /� 303-292-338$ The Work shaIl be can-ied out in accordance witt� t}�e following Supplement�l InstructioF�s issued in accordance�vith tl�e ContracE Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accorciarlce with these Insti-��ctions indicates your ackno�vledgement that there will be no change in die Contract Suin or Contract Tune. Architect's Supplemental Inshliction Title: Building A—Opening A210C�Resolution Reasan foi-Clia��ge: At the reyuest of VRDC,a solution has been developed to resolve the 18"step at opening�lOC. .�v�i�`a� `y �� Description of lnstructions: SUbjeCt t0 InspeCtiefl and Compliance to all i-:!evant Adopted Buildin and Municipal Codes. See attached. �hanges in Plans U e proved. T�WM1 O�f `V11� a�te 5-2�-08 By �� .,d�, z�� — � FF� . .� �� y �___ � � `��F=F.built Colorado Attach�3ients and Enclosures: �, Alpiiie Engiueering SheeC: As built tunnel slab and cei��ng l�eights redesign,dated 04.15.08. 1VIom-oe&Newell Sketches: SSK A-105, SSK A-106, SSK A-109, SSK A-110, SSK A-111,and SSK A-112,�Il dated 04.28.08. '_;x Copy To: ASI File By� __ Rar;dy Hart/4240 Neha Khera/4240 Submit to Town of Vaii: � YES ❑ NO Rick Caudel/VRDC S.Jarvie Worcester/VRDC Gleru�Palzlaer J Alpine E��giueering Iim Ness/Monroe&NeweIl D � � �� M �� "�t�'�k�;; �•�F•..— � 42�40 ARCHITECTURE INC ' ' ,' .._. --._, 1621 Eighteenth Sn eec Suite 200 Denver,Colorado 80Z02 The informalion con[ained in ihis message is privileged and confidential inlended anly for the use of lhe individual(s)or entity{ies)named c 303.292.3388 f 303192.31 13 above. Ii the reader of Ihis message is not Ihe inlended recipient,you are hereby notified tha�any dissemfna5on,dSstribulion,or copying ot www.924Qarchitecture.com this communica6on is strictly prohi6ited. If you have received lhis oommunica�ion in error,please notify 42l-00 ArchitecWre,Inc.immedfately. �`F� !�, �r"`�,,». �6V 1SC—� - i- " � ,c'`�s ��_.�OP,��. D169'-5' �'}' '�• �'t'.� 'T12�GH I ; �',J� � ��/�' '�n, D�+� oN�j� ; ��` j j; % �;';' Ft�'"��. 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BI ' ♦ . . e SG!-fEDUL� RE: BEAM d� �� 9 I �.!" 1 `L � � ��. _ �,_�� S3� j :��:"�`�\ a • REUIE�'�`�D BY ' � T�A��-°�,� f es, 4 � � :(- �� MAr �u �00� � �,�; �`� f� e�, f osnn�L��stlo,�f` : ��a:y ��s SAFEbuilt Colorado � -�:�1�` — ___._ �., r �i,�cofit�o�a Y�S B�� DP,AN/1r1G N0: SSK"' �'IO9 ,�„��p �-� REFEP,£1�lCE: 5 3� t � Ovraez/DevcloPa ISSUE: �,= f�OTiE ,�� Vai3 Resorts QA�� •��Z�O$ benves,Colondo Develo ment Com SCALE: P P�Y DRAWM 8Y: �/� n�4 caomao � �• �Z11 '�ICK IS��-�tT70fV ��'N'7'r CA2►I,_.K- Jo�N�r /-�-s �eEc�u�2�. rr 8" GMU WITH �5 ( Tf/lC� t'-0NG, � .6,T I,_4° 70�°/°�nlG S� �i�� 1NSUtR_ TioN �#�c�c_ N � �I�{+2l�S, � , � _ � ` . � . • . u,;, . .. . b" �, _ � � a � - . � A _ Q �� a' � � . . ._+� 'L.�� . . yII . . a� ' 4 r . • ��1 ♦ 4 . �� e • a.` ' � � . . .....� .. . , . s . � o� . � . �e Q ° a q 6 d � � .• ' a � �. + 'Q ' d ' ` Q c .,- ' e. � a/�(� � . . 'a. t+ � Y �4 a ' •r ° 0� ° a „ Q ' f- . • � ' N � � � v - r _ � � a � o . 0• �Q . °� • ° r a' _ g� ° .4 . , RE: BEaM % ' SGHEDULE �N-I�LAG� ,��1 RE= BEaN�-% ,�va sc� �� SGHE[7tJLE -�""_.-.- """��e'� t,1�� 1 ��I. � 1 _ __ � °-° �� `� S �AFa�� 3l.�° _ �.,�„ � � � �� e �. �. , � �. �� L> �., MAY ��:i ZtlUB h `��-° :�,,,� L�r,��;:,:;�,� � �.�� °�� ,. •��;�ry.y � "�� .� �---- � `'=��' ' `�_"�...�.._�'�__"".�"_"__'-,.� 1'�.�._...�._-� �,,;��of,� Vai].s Front Doo� o�,awiric No: �SK-- �4!/ D 4��ry Building A' PEFERE�tCE: 5 3 o j � OWnc/Devdoper �55UE: Q$= A OJ�� V31�RCSOILS DATE: �f�/p$ Denver,Coloada DeYelo ment Com an SCALE:� — P P Y DRAV1ri BY: �l�1I Asnn,Colonda I . , .► ;;-- 6 4 �/!c� c��c. � a e �aPP•��c� . . � �� , � . � . : �'..._.....�..�.�..��.�...� `� ° : � - .._ _ . ,� � , . _ �� . . . , - a. , - ; .;. ,. , . , 0 . _ _ , _ , - < . _ � � a �� . :...�_.. -- . � �'�, ,_ . a. a - ' G . • �•a. � � a � a . _. . +, y� ' � . a .�" . - ; :,: _ _ (2)-�4 GON7lPtU0U5 �°- a q . . _ �"♦ _ � '` t° � " ° �`- �4T ' • - �a:-:_ . . a' r �- �__---` —=`- —ra ---.4r-.—'__—_:,-------�. . . . . +J > a •' N � , a� - I Lp � �; l�t� � . - .... . �e ,. a a, . __ . 6 VA .� _ a . _ +. ., . . . Q . a � a a , V�� L�#t�7C . • QI.. • ^t d � + . . _ . ,. _ n- . � . �o�vT, �.1.�� _ _ : ' . � . ' �a . .� : /�'n/ c a a�._... a + • . ' d ' , GUC?�J �'� �2)-�'4 GOhiTINUDUS - ' � c _ < __ � .��-��C.u�'!� ;._ _ � • '' LtNE OF 5L4B BEYOND ;o - e: . . . a ' ,� . �/►'"�� : ° 5U4B AND BEAM REIhIFORGINE� °� Q . „ NOT Si-iOWN . _ a . . , . � a 4 �N�� ° � FOUNpATIOi+I WAI-L : • RE_ PLAN .a � . 9 . C . � , �-i-� ' • � � � . ,.... . � .. � . . .. �. F,. c .. Fd /;� � F \• � � / ` ` �� '�,� ` a � y �. y � .. . ✓�`1` O � - . . _ . . ' . . �!1 � . .:.�� .... . . � ��• . ��: p'.,�. �� C 1 C�i�l i . __ �2�� :, �--�,..�.- ,�, 3i.�- - �'_o' , =;'�',/ S3C�� - �.�- „�;,�of,�, Vails F�ront Doo� B��g r�� DP.AWING N0: �SSK— �-� �( �,2,4,Q r� REFEP.ENCE: $3oZ o.�/n��op� rssuE: Asr Pto Ls �� v271 R.e50it5 DATE: 4�LS�dPJ n��, Development Company D�zaWra Bv: �en� Acvn,Co(oado I •1 � 1� L�x�x s�$ x�oN,—. WiT-H ls"� �6 f!.fl•S. �T /!p �� p, C. �� S i�E S � � �C�� oPLn1►.vCq) 2c�<o �Cl�'w (o `` CoNC. �'' ��°P�n/G� .Sr��L G►�TIN� g y �7��2S •d , . , � • 4 , , , � • , , � � . d � � • . d � � - %, 2�IZ �'��b��4 a/,/�� ,�-P�� L sx sx�8 �x ��,�EO �zxz CQ�vT, ,��115E Ex1�?%nfG � /if/�.�°I�GE Co-�t/�Gti-°�'?'�' ��"r i il �Iy�.1 s�"�j -ry P r cA L A-T C2) ' Lo�4`�0� rti t��.�� , � cv�T �z,<v,v�'� S�C_?7d Y...� � E '5��9��,� S�; f�-T �N�cH L e�� , OP�iurn�C7� �13�a �...a�'�a: �c/ � _ __.__._ � ! � ,�A� �:� Z(lOS � !; ''s'O..��G'�� I �' " ��c��`�� ` : � �� - - �---- -__�� ` A:cLimccofltrco:d V�S F�011� DOO� DRAWIMG I�O: SSI�— �{112„ 4�4o B,��g � Owner/Dce[opa REFEP,EP�CE: 'j3p7_ o� ISSUE: �'_ , � �.� Vail Resorts DATE: 4./�/OG► n�ow�� Decelopment Company SCALE: "� Avoq Colondo DRAWM BY: d-J/v 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 # B06-0018 � -U4 Z x 1��c_ Job Address: 174 GORE CREEK DR VAIL Status . . . : APPROVED Location.....: VAILS FRONT DOOR-SITEBUILDING'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : 10/02/2008 Legal Description: Expires . .: 12/29/2008 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: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115 . 18 108, 815$12, 533 , 311 .70 Totals. . . 108, 815$27, 739, 000 . 00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet 0 �*�+****�*+**+*�*****r+►��+*�***r*��*a**s�*s�****�►*�*e*»+*+r*****�a FEE S UMMARY *+*r*+��rr►*s++*�*s*��*►****+�***+**+*►+*�+*��*s+#+*r«�**r* Building------> 103,206.10 Restuarant Plan Review--> $o.oo "fotal Calculated Fees---> 206,415.20 Plan Check---> 10 3,2 0 6.1 o Recreation Fee--------------> $o.o o Additional Fees-----------> $1,3 2 2.9� Investigation-> $o.o o TOTAL FEES-------------> 2 0 6,415.2 0 Total Perm it Fee----------> 2 0�,�3 8.1� W il I Cal 1-----> $3.0 0 Payments-------------------> z o�,5 6 0.i� BALANCE DUE---------> $178.00 *t*****s*.�sr�****a*a:�r*****«*x***t*t*****************�*s**r*****�*►��****ast*ts*�***�**�**a***********►*xx*******r*t**�s**t*►a***ss�*�*a*+*a**e Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted tor Graciing, Excavatio� Shoring only. Other approvals required prior to approval ot tull building permit . approval required prior to issuance of partial permit . 06/O1/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 06/05/2006 cdavis Action: PA Staging/Access Plan approved 07/11/2006 MROYER Action: AP Full building permit pending conditions anc department sign-offs . 10/G2/2006 MROYER Action: PA Rev. 1 - IR #1254; approved structural cha� Additional $0 . 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RFI No. A-112 approved. 1 hour plan review $60 . 00 02/07/2007 MROYER Action: AP Approval tor temp. stairs on East end ot Lc Tower. Additional Permit Fee: 148 .48, Plan Review: 96 . 51. CIA o per contract Permit tee: and Plan Review: 77 .21 . Total tee ot 244 . 99 must be collected prior to release ot rev: 03/O1/2007 MROYER Action: DN Revision 5- Dock levelers. Comment letter E to Doug Thompson and Neha 03/O1/2007 . 04/13/2007 MROYER Action: PA Rev. 5- IR# 2971- ASI A-017 Add dock levelE improve loading dock. Billed 1 hour @ $60 04/17/2007 MROYER Action: CR Rev. 7, IR-3090- Ramp elevation clariticat: comment letter sent to Neha. 04/17/2007 . 08/27/2007 ependley Action: AP Rev. 11, IR 4225-Grade moditication/ access: no additional square footage. Plan review fee $300 . 00 09/17/2007 ependley Action: AP Rev. 12, IR5441-ASI 5-026 approved. No aaaea valuation. Additional plan review fee of $60 . 00 due 11/13/2007 JPLANO Action: CR NEED ADA ACCESSIBLE STALL AND ACCESS 11/26/2007 jplano Action: AP Rev14, IR6037, Temporary Restrooms approvec hours of plan review due. 11/30/2007 jplano Action: CR Correction letter sent on sign package 12/18/2007 cdavis Action: PA Partial approval tor Shoring System Final ] and sign off from engineer of record 12/27/2007 mroyer Action: PA rev. 6/ir3089/ steel deck claritications ap� be issued. no additional fees . O1/17/2008 mroyer Action: AP Approval tor Rev #7 3090 Elevation and Slo� Elevation clarifacation with new ramp detail 02/05/2008 jplano Action: AP Rev. 17/IR6346, Letter trom Koechlien on SpE Inspection and Letter trom PCL on adjacent building monitoring approved. No Charg� 03/12/2008 sgremmer Action: AP Rev. 15; Approval of sign package ref#6133 03/24/2008 nchand Action: AP Approval tor ASI-5041 IR#6556 B06-0018 REV EXTERIOR HEATERS 03/25/2008 JPlano Action: AP Revision 17 (6346) special inspections by l Engineers have been received and are ok. See SAFEBuilt letter in tile dated 2-5-0,� lcampbell 05/20/2008 NSC Action: AP Approved B06-0018 ASI-028 REV.20 IR#7562 - of plan review due, $120 . 00 08/25/2008 jplano Action: AP Temporary Exit plans dated by SB Aug.25, 20i approved $120 . 00 due 09/23/2008 jplano Action: AP Rev22, IR8825/This is a partial approval to: addition of two lock pool gates and a change to two patio entry doors (ASI B-056) - 2 hours of plan review due=$120 . 00 Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval tor ex� shoring and grading only. Addtional approvals required for building permit . 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ONJ 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval tor the constru� a temporary stair to provide emergency egress out ot Lodge Tower South. This stair : temporary only and shall be removed prior to the issuance of a final CO 02/06/2007 George Action: PA This approval is tor the addition ot loadi� levelers only 03/05/2007 George Action: PA Building A. This is a partial approval tor claritications to the stell decking only. No other revisions are permitted by thi; approval. 03/05/2007 George Action: PA Building A. This is a partial approval tor in footing elevations and the slope of the foundation. 11/13/2007 GR Action: AP ASI S-038 TEMPORARY TOILET TRAILER PLAN N/� 02/19/2008 GR Action: AP Rev. 17/IR6346, Letter trom Koechlien on SpE Inspection and Letter trom PCL on adjacent building monitoring approved. No Chargf 03/31/2008 George Action: PA This is a partial approval tor a revision 1 ski club patio area to add outdoor seating, changes in stair design and a moditicatio� swinging gates . 09/02/2008 George Action: PA This is a partial approval tor the additio� lock pool gates and a change to two patio entry doors (ASI B-056) 09/03/2008 George Action: PA This is a partial approval for site work modifications to the parking garage "snorkel" wall . ASI 5-042 Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval tor grading and excavatio� Requires fifty percent submittal in 30 days, 100 in sixty. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING ON] 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s . 02/14/2008 McGee Action: COND Provide detailed plans tor gas shut ott to: portable heaters . Provide detailed plans and new mechanical plan for fire pit . Provide review by BCER tor tire exiting due to changes in sidewalks per original � Landscaping shall not obstruct access to FDC or Knox Box or fire hydrant . 02/20/2008 mcgee Action: AP ASI 5-038 02/20/2008 mcgee Action: AP 06/23/2008 mvaughan Action: AP asi s-042 for retaining walls OS/05/2008 McGee Action: PA ASI 5-041 Partial Approval : No data on tir� appliance or shut off other than note to "comply with Building Code" . 10/O1/2008 mv Action: AP 10/Ol/2008 MVAUGHAN Action: AP Temporary exiting plans tor temp ottices o� Item: 05500 PUBLIC WORKS 05/31/2006 ls Action: AP Excavating and staging plans approved 07/14/2006 tk Action: AP Approved Building permit revisions dated rE 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 02/06/2007 tk Action: AP Approved ASI-A-017 tor installation ot Docl Levelers . Plan received 1-31-07, dated 1-29-07 . 08/14/2007 tk Action: AP Approved revised Final Grading Plans dated received 8/8/07 . 06/30/2008 TK Action: CR ASI 5-042, Site moditications requires the following corrections : l . The retaining walls behind the path gate and the Fire Hydrant at the cul-de-sac are required to be no greater than 6 ' per Town Code, please revise. Item: 05550 ENGINEERING CIVILS .*,.*..�..*.....�****..+.+*+.+.�.+.+.+.*s*..**..s...****.*«*.....+..�*..*:*:.,*.*.*.*.*�+«+*�....�*.��*:..*«..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 IN ADV E BY T LEPHONE AT 47 2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SI URE OF O CONTRACT R HIMSELF AND OWNER PAGE 2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0018 as of 10-02-2008 Status: APPROVED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 10/02/2008 303-825-1313 To Expire: 12/29/2008 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITEBUILDING 'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. **+*+********�************+***********�******�*****�******+****************�**+************* TOWN OF VAIL, COLORADO Statement ***************************+***�***********************************************+************ Statement Number: R080001826 Amount: $120.00 10/02/200804:48 PM Payment Method: Check Init: LC Notation: #60976/HYDER CONSTRUCTION INC. ----------------------------------------------------------------------------- Permit No: B06-0018 Type: NEW COMM BUILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 207, 738.17 This Payment: $120. 00 Total ALL Pmts: 207, 560.17 Balance: $178.00 ***********+**++**********************************************************+********+*******� ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 120.00 ----------------------------------------------------------------------------- �� N �� bu`�{It��. � �..<t&. ��i�1"i Fg 4,..;t SoSlding Department Services September 23, 2008 Martin Haeberle Chief Building Official, Town of Vail 75 South Frontage Road . Vail, CO 81657 RE: PROJECT: Front Door, e�cterior doors and pool gate revision PERMIT NUMBER: B06-0018 REVISION NUMBER: 22 INTERNAL REF#: 8825 ADDRESS: 151 Vail Lane Dear Mr. Haeberle: 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: Description: ASI B-056, 8%2" x 11's exterior door and pool gate revisions. Plan review fee: $120.00 No additional square footage- No added valuation Sincere � -�---� ✓ John Plano Plans Examiner SAFEbuilt Colorado john.plano(a�SAFEbuilt.com Page 1 of 1 SAFEbuilt Colorado Eagle Office✓P.O.Box 1618 ✓ 1286 Chambers Avenue,Unit 101 ✓Eagle,Colorado 81631 Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax: (970)328-1791✓V:�Plan Review\VaiI�F'ront Door�B06-0018\tov-b06- 0018.Rev22_FAL.doc u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED � Buildmg Perm�t# �3� �l� 1 , 970=47�9��11�d��nspect�ons',) i ��F�� ; REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, m hanical etc.!� 75 S. Frontage Rd. � � � (� M � Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plan o further ins ectio will be erformed until the revisions are a roved AUG �� 2008 � CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Pho �f c� C�ns� ' , � `l�a—�Dc— r3 � A TENTION: JOE,JR,CHARLIE,GREG,CHRIS Contra or Signature er.----,� / ' _ COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor & Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea !e-count .com Parcei�# Job Name: �� i� � �� j,,, Job Address: �s� �� c Legal Description Lot: Block: Filing: Subdivision: Owners Name: V� � � Address: . Phone: Architect/Designer: a�a�p Address: Phone: Engineer: � ,/ Address: Phone: I�POf � NRr/'G�• REASON FOR REVISIONS: E�.(-,��C� G� � I _G gGM'� �� ( �-QSlo Work Class: New(�,)''� Addition ( ) Remodel ( ) fZepair( ) 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 Fee`80 : Accepted`By: t � Permit Fee;,(11): ; Plan Ck Fee.(81): - ; Outsourced•Terms: F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 4/18/2007 ' ��w� �f v�� G�O-Q�l `6 � 4240 o�Y ARCH ITECT EM ENTAL - vAi�'s FRONT�ooR _ NSTRUCTION No. B-o56 � � � � �/ �° oug Thompson/ Hyder Construction, If1C. PROJECT NO: 20693.OH D3 Santa Fe Drive issuEO: 08.04.08 �uG �� 2ooa enver, CO 80204 FROM: )ason Ringdahl i 'r'�w'� ��' �'��,,,_,._,�.43-825-1313 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instruction Title: Building B—Lodge at Vail Guestroom Door&Pool Gate Revisions Reason for Change: At the request of VRDC,change the locking functions and exterior doors into the Guestroom Suites at Level 2 as well as the operation/locking of the pool gates. Revise the two exteriar doors at the balconies from the Guestroom Suites on Leve] 3 to be code compliant(threshold&width requirements). Description of Instructions: 1. Note that this ASI replaces ASI B-010 where the sliding doors were changed from 5'-0" to 6'-0". 2. Change doors B231b,B241,B251 and B310b from 6'-0" sliding patio doars(which provide a clear opening of 29.9'), as denoted in ASI B-010,to a swinging door with sidelight. The door,sidelight and frame are aluminum clad wood as manufactured by Pella(similar to doors used at the Chalets). Tbe finish is to match the other aluminum clad wood windows and doors. The doors are to have a low-profile sill in order to meet accessibility requirements. Refer to the attachments for additional information. 3. Change door B320b from an in-swinging door to an out-swinging door. The door is aluminum clad wood as manufactured by Pella. The door is to have a low-profile sill in order to meet accessibility requirements. Refer to the attachments for additional information. 4. "rhe doors noted above are to be provided with new hardware sets B45 or B46 that include ADA compliant hardware from the door manufachirer,as well as VingCard readers which will be provided by the Owner and installed by the Contractor. Refer to the attachments for additional information. The hardware finish(es)are to be dark bronze to match existing. 5. If the half inch maximum threshold height is not achieved per the attached threshold detail, install ADA/Code complianC threshold ramp/extensions as manufactured by NGP,Inc. or EZ-Access. Refer to the attached product information. 6. The pool gates sho�m on 1/L208 are to be modified to what is shown on ASK 5-002. 7. The main entry/exit pool gates to the north and northwest are to be provided with panic bar hardware on the pool side with an electric card reader/keypad on the opposite side, in lieu of a gravity thumb latch. The electric card reader/keypad will be provided by the Owner and installed by the Contractor. Refer to the attachments for additional information. 8. The pool gate to the southeast is to be provided with panic bar hardware on the pool side with no hardware on the opposite side. Refer to the attachments for additional information. 9. The pool gates to the Guest Rooms are to be provided with an etectric card reader on the pool side with a lever on the guest room side. The electric card reader wi11 henrovided b�the O�xm___�_r_anr] �n�+a�led by the Contractor. Refer to the attachments for additional information. ��t�t�t�, D`�,� � /�P�� 10. Change the swing of the southeast pool g te to swi t. �� '� �� Subject to inspection and Compliance to all — —�� ` relevant Adopted Build� and Municipal Codes. � Changes in Plan� U be roved. a �`rF-j,f,j �� 3 v�_ : c� I � � Date �'Z�- _� BY 42�40 ARCHITECTURE INC , i ' ; �_____--_ f � �Oa2: �G� Cs�� 1621 Eighteenth Sveet � � SAFEb�.iilt ColoraC�O Suite 200 Denver,Colorado 80202 The information contain' i message is privileged and�confidentlal inle3ec7only for the use of the individual(s)or entity(ies)named t 3032923388 f 3031923 1 1 3 above. If the reader of this message is not the intended recipient,you are hereby notifed that any dissemination,distribution,or copying of www.4240architetture.com this communication is strictly prohibited. Ii you have received ihis communication in error,please notify 42/40 Architecture,Inc.immediately. � 42q.o Attachments and Enclosures: -ASK B-185,ASK I3-186,ASK B-187,&ASK B-188;all dated 07.25.08. -Partial Door Schedule and I-fardware Set 45 and Set 46; dated 07.25.08. -NGP,Inc ADA Compliant Interlocking Ramp cut sheets(3 pages). -�Z-Access Rubber Tlireshold Ramp cut sheets (2 pages). -ASK S-001 &ASK S-002; dated 07.25.08. �� Copy To: ASI File By: Randy Hart/4240 Architecture Rick Caudel/VRDC Sub it'to Town of Vail: � YES ❑ NO � . 42�90 ARCHITECTURE WC - 1621 Eighteenth Street Suite 200 Denver,Colorado 80202 The informalion contained in this message is priviieged and confidential intended only for the use of lhe individual(s)or entity(ies)named t 303.292.3388 f 303.292.31 13 above. If the reader of this message is not the intended recipient,you are hereby notified that any dissemination,distribution,or copying of www.4240architecture.com this communiwtion is strictly prohibited. If you have received this communication in error,please notify 42/40 Architecture,Inc.immediately. �� B 53 , �,�T., � — �5�� CL . B231 1 �❑ — _ W,�. GUEST�ROOM � - 234 — — CLO � � _ �� _ B233 B2 2 _f 184 0 GUEST ROOM F�EL. —� � 231 b � _ GUES�T�ROOM � 8241 I _ � . B — / � — / — � � _ � � - - � / // ' I � - -_ _ _ _ �� \`� - � - � � / • . 1� - - , , - . __-: , , ,.;, -� _., — , ;, � 1 ; i - � � � - - � �, , � — � � � � �� \ - - - �� '�- \ •� , � � � – – � � 1 � � _ � � RE: ASK S-001 & ASK S-002 I � � FOR GATE REQUIREMENTS �_ // � � � � — � ____ � -� ' � - - - - - - _ — . � � � - _ � \ � � - �- - � - � _ � _ � � _ � , - — i � �� _ — — — } , ;; .,,� / \ / � ,� a I � �� ` �,''�°°A:�`� - ; � � � � �� I ` � C,��`- �� j� � � � � � � I I f�� %�1 � � 'o!^R n� , �t �,'`1 � � � � � 1 " � \ � � � �� <<,, :. . _ ,�3 j, � �I � � �°,� 6 _ h f, I � "` � � � �, � I � ,//f 1 _.0\O � II 1�C�� .�a,� ; � / "�� 'i:� �i� t 8 ��Y, � _ �� SPA / GUESTROOM SUITES � �--� 1 FLOOR PLAN — LEVEL 2 EL 8182' �� ,,��„««°r,�«°,� Vail�s Front Door o�nw�NC No: ASK B-185 424o p«„�r/n��1op�� REFERENCE: 8 — 1/A102 Vail Resorts �SSUE: nsi B—oss Develo menC Com an �� 5�08 P P Y scuE: �/a" = i'–o" Drnvcr,Color�do :Avon.Colorado �f�� : �R , i „ � C=— �' B4 — 95'-5" F . EL. � _ _ 1 __ GUES�M g300 CLO � 1�C RAMP � 1 pN B 06 I E STAI R G � 1 N , CLO � yJ - S � CLO ,=�7Y R �i � TAI R DOR g 5 ' , F.F. EL. �� ,' B322 ��_-_ _ � B303 .�-- y� BATH i B310 8323 � �� YER � I `� � � � — i �_-_ �_ _ — � 1 / I— 0 i B TH — LIVING OOR M I 1 , 1 B��_ 3 'i, — �,° � 1 �_ — � B321 B � BEDROOM / ❑ — � — � B3 W� BAR � I Efi AR B311 1 � I _ I� B311b Q � — �VI ROOM 0 I I � 32 b _ — _ - — � ~� �r�i,T�. _ � �y� l� ".�d�e,?� � I �� E�.,�:,.' .,4,��,. . � �— E.. `��",;•"'1— _ � ' 1 , �,,:�, a � � ,1 1 ��>:'��J��V , g.,,<--."-,r;; ' �/ �.r��.:.�.....u"d ��'� „�� :� C�'y. z ' �� }A a)� ` ,%. � ' r' 1 � � � ' SPA / GUESTROOM SUITES 2 FLOOR PLANS — LEVEL 3 EL 8195' �«�,��°��°�R��°�� Vail's Front Door ��w�NC No: ASK B-186 4�� „��/D��d�,p�r REfERENCE: B — 2�A102 Vail Aesorts ISSUE: ASI 8-056 � Develot�ment Coiny�an� �� 25�o8 Dcnvcr,Colorado C C � $G��: ��8� _ ��—�� iAvon.Colorado DRAWN BY: JR FIELD VERIFY (TO MATCH EXISTING CONDITIONS) AS SCHEDULED AS SCHEDULED 3'-0" FIELD VERIFY (TO MATCH EXISTING OPENINGS) z \ . // z \. / O \ / // � \\ � /� � / z � z � � � � � � w ox o w J = / J S � CJ / � U � Q � Q = g S � cUi� O c�n O � � \ � \ � Q } \ Q � \ t,_ \ \ � � w w > > � \ / ° \ J J W \ / �'J � � \ \ \ TYPE G TYPE H Clad Wood with Clad W. � �tf��;� G l a ss �,�� ¢ '��:�� E. �:��?�.�L Jur-�i�v��l 1 D 0 O�R � TYP E S � ��, ��.� � ' r�'�,,, ��.� �'��'� e� � � ``, .� i ,�«��««°ER��°�� Vail's Front Door oRAW�N� No: A —=i s`� 4�� O�rner/Dcvclopa� REf��E: /161� Vail Resoits ISSUE: ASI 8-056 � Development Companp �: j�25/081'-0" � Dcnva�,Colorado . . Avoq Colorado �RAWN BY: dR EXIST. CONC TOPPING SLAB OR PAVERS NEW CLAD WOOD DOOR NEW DOOR MANUFACTURER PROVIDED LOW PROFILE SILL/THRESHOLD EXIST. CARPET FLOORING OR TILE (RE: ID) XIST. CONC. SLA� �� ' FT. SLOPE GUEST ROOM L ELS 2 & 3 _ - - - (LEVEL 2 SIMILA . , < >o a' e - — — — — a d a 0 a p � � Q a a NOTE: 1 . REFER TO 1/A503 & 3/A503 FOR ADDITIONAL INFORMATION. 2. IF 1/2" MAX THRESHOLD HEIGHT IS NOT ACHIEVED, INSTALL ADA/CODE COMPLIANT THRESHOLD RAMP/EXTENSIONS AS MANUFACTURED BY NGP, IN OR EZ-ACCESS (SEE ATTACHED). � � ' � . �� 4 �� '�,�' ,�`3�. � � GUESTROOM DOOR THRESHOLD DETAI �° `�`�'��^'L 1 , , z = , -o �-�-��,.� J��-Si��:�V �^��r C.�,�` --�� r: �� , .`•.� ��,� - ,�l „�`\� ��i�1 t ,r`y �r�h�««°ta«°,� Vail�s Front Door �w�w�NC r,o: ASK B-188 424o Q`n'cr/Dcvcloper RffERENCE: A614 Vail Resorts ISSUE: ASI 8-056 �� Deaelo ment Com an� �A�� 07/25�08 p p } SChLE: 1 1/2 = 1'-0" Dcnvcr,Coloiado ;\��on,Colorado DRAWN BY: NK � � � � � � � � � °p W W W W ° 0 0 � 0 0 � N � �' 3 3 3 3 - � `� � � � � � � a 0 0 0 0 0 N N O �n O O O O O �`o mm � � � � � � a w w w w w � O Q � W W W W W y •j � � h h H f0 l0 �t �t V' V' �1' 0 � y x �0 00 00 �0 0� � Z o � 0 ° a�o ocoo o°po a�°o ocoo p � � � �- �- �- y F m �1 m m m - 0 Y Y Y Y Y �- � Q Q Q Q Q Q � a O � U �- m � z � �C �C �C � t�i� � LL � ti � � � J LL J Q a � � � � � � � � � Z � � � � � � � Q Q Q Q Q � � � � � � � � � � � w J U U U U Z U U U U U U � > > > > � > > j > > > 2Z22m 222Z Z2 � W W W W W � � � � � � � � � � � LL � � � � � O O O O � O O O O O O J J J J � O O 0 � � � O O 0 � 0 � � � 0 � � >- �- �- �- a W W >- >- >- >- W � >- � � � � � � mmmmWOO mmmmomm 0000 � » 0000 � oo Q Q Q Q Q W W W W Q O O W W W W O W W O O � � � � � O � � O � O 0 » j � oaa » » a5 � � } � � � � = 0000 � � � 0000 � oo o � aaaaiZZ aaaazaa 0 � Y V V 7 V d' U = M M M M CJ H F = O O O O O C� W I� r I� I� 1� 2 +I tl tl tl +I � � _ ' ' ' ' - � � m o 0 0 0 0 o Y Y � � ih iy ih ih <`'> U U � O O a � `� W � W � m W � 1= � � � 1= NN � > � � o w i� a�O � WY W m � WY � ZJ � � � � � � °' � a ° o � > a ° o � W � � � O O O W p p ;= Q OW � z � Q � W � ZO ,� o � � o 0 o Wo o � o o � � � w o o3 °� � w � ` o p � 0-' � � J � � W 1� (/� = � QU � I� fn = � QU � A yri J � � � � � C� C� ,c C� WJW � VWcQi� C� WJW � VWy W _ � p � w w w cn Z Z � Z � Q � � C� � v� 2 � Q � � � � <n 'xi coo ov) > > � � > > m h Z ? 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Typical Wall.110 �' ' �i�pL?K's� .v4 ibsirc ��z" `-�Q�- Af{produccs pages !.� 1 ' T16 and T!7 �� r � � : � � � � �:� �: ; 3/4" ��l� 1631bsJfc �. �" � Se7ST�`2i£� L63 ibsltc Illustrations shown at 5Qq 9" —-- �. : 1 _ ;� ,.. �:'� _�� I R I t�0 2.06 IbsJft. ��..-: ,�y .;� 1 �C':74��`�n 2.0616c.ih. 12�� _ __ . �iv ':;�k+F r � I ::xKni..:. ''�`� . l li4' �_ �, ' � �{2; 2.77 Ibslt[. � . l ��zsC�Y�:�1 z.»ics.,r�. __ ,E,�: - -- ;5:, ,. __...,. .:_:i_:��.: ' � � �� 1 �. __ _ . �.�_: �_.-� N kiX ' � �al�t} 3.8ZIbz1k. � � �� t f�D�'+i4#� s.az ms n�_ - �-��.� _ — i a„ i,��._�I I Q � � I :�i i$ 4.53 Ibs.lfc. � I � i :?175ES�.� 4.53 Ibs./fc. ' ._:.... __ 21.. y . � �� ...::��. N I 1 fi2f}� 5 58�bS,Ft i Q�ai��K�3 5.5816s1ft. lq^ ___ � c � � . � R�2c 6.3716s1f�. . ,�M�SUS��S=S 6.371bsJfc. ?��. � � iv ' � f: N " .- 1 }'��5�3 7341bsJfc. - E22506�It� 7.3416sJft. _ ,,:.i<'__.' .:; 30,� 'T I b `_'"_"_ — �� Phone:800-b47-7874 � a�av�✓.ng�a.ran� FaX:aoo-iss-�s�a ' � �-� �� , � � _ � .r� -, -•�� , • �� • rs � � ,� � � � �� .�.� �,_ � _ _.. _ w • �. ,. , . ' �, � � �� - ..��,� -�'�� _ . . .�, ,�� ,,� _ -� ; .. ��.�,°��t ��.��-� �:��;�� 2�� k-,. �,. uY Return closedvends provideyan�attractive finishzd appearance co � ra�nps. They are available in several lengths and can be crimined to `� accommodate any size ramp assembly. ,y� � RCE's are also available wi[h slip-resistant"SlA"finish. �e�� lek hand recurn `Y � o iilusuaced _ 0 �_�� j . , � � �� .�v�:�-'7 �- � � t°� �,s:�-9C5�i� 14-� ' F�----- ..�} . c� [ '' `=`..:','-. --1 :�f.C'°i�3 � � � � f] ;tr,��-1�L°r►�.§� 15" i a 3, si�T� 2 i � � :,�'� LIC3's:ka � � � �� +�` J ,.� _ zr - � :y -t �;a � � � �z- �XC�-30(indudes RCE-21 + 12" extension) k'�i;L-3�C;�[�r(inctudes RCE-2i + 12" extension) MATERIALS&FWISHES �Aluminum mill finish � •DKB-Alwninum dark bronze finfsh Slip Resistanc SiA Finish �� ---� qll chreshoids are available wich �� our slip resistant,non-skid finish ; for becter vaction.Suffix"SIA". . ..__;;�, ��.. 'FJ7; �� Phone:800-¢47-7$74 tir�t�v,�.n9�i.cer�; � - � fax:soo-ZSS-�s�a � § �� i� � � E� �3 �. � � � _ - .� ..;� -o` _. ��:��,:.�:��. - �.�, � � � z, � ` �.��a�B��,B�; ��'s�3� _.-�x- .�....�.a=,�_��.x.�-: _.-��,..��.��....,�.c.�.��..�...A«�..��.._� �`"�� .��r � AII aluminum ramps �- i� � � �� this section MATEftIALS&FINISHES ,=i •Aluminwn mill finish � •DK8-Alumin�m dark bronze finish i � Typic I Wall.925 Slip Reslscant SIA Finisli �� N ' � 1 All thresholds are available with �, - � 4" our slip resistant,non-skid finish �s �S'� .53 Ibs.Hc. ior better traaion.Suffix"S!A". . b5�C3:S,F3 .53 i6s_llc. � N ......_....�::.......'�:. 1 Typical Wall.125 - i 6,. - ,r�� .86lbs.i(c. �ST�E�C� .861bsJfc. ,-� � �, + T, � i Typical Wall.125 �� N fa:',� .80 fb,lfc "when used with 657 N � � f'+5�'�1}z.L� .80 IbsJft. t� �� :�� .��° ��.�-��.,K.,..�.�.,��, �` SuppGed with beveled ends- (end slope= 1:2). Specify if straighc cuc is required ` Rubber ramp sections may be combined wich aluminum ramp componencs for higher rises. or wi�h b"flat aluminum fnterlod<ing threshold#957 for various oHsec condicions. r Black silicone adhesive a�ailable to secure ramps withouc fasceners. Specify RR5007BL, _ each cube wili secure 2 ramps 12"wide x 36"long(b square feet.) i 1 `� ,2" C�r'�,�w 3416s1(c � - �� maximum length= I 18" ��.'� � � Slope= I:12 ;y " 114us�racions shown at 50% '� �' ' ' 1 � ....:.:�:::-.:_::'..,... . 6�� - �$Z7�� I.OIbzJfc � maximum length°120" � ; — --- T 21;.';_ � � � �r�e��o� �� <�.�2} �� ..�Y, ,�,,�-�.y —.�...---..- �U _ E� TH�ESH�LD-_ A�P �.� -_ _ :,,�._ �.�.��.�..��_... ___._..�.� ..__ . I �I �� . � ,� Ramp simply sits again5t the j s� -� `�� ' doorsill(inside or outside}to a. �_ °___�n= : � � ��-,_,�-_..a. - . :-x. ,rr-•..-..._��n.- �'�s��=°��;: � ' provide a smooth ground-to- �r_,_. �i�:°- • "--`-'°`='�"� ' x ,;i-- sill transition and is espeaally -��-�'�-� � �;-, +; practical for sliding giass doors because it does not interfere � �`� - - with the door track.Made of , : � � � � � � ; - �`�� k- �,�, � . 100%recyded tires,EZ-ACC[SS �� Rubber Threshold ramps are - ADA approved,slip-resistant and s,� , designed for years of continued � ' use.Standard width is 48°(for � wider entrances,simply place �,» ° 2 ramps side-by-side).Ramp •, �. can easily be trimmed for lower I,P��hts and widths to fit any t �;=� �. ��,��, entrance or threshold.ldeal for '`��`��-=-� - ' indoor and outdoor use and, � - ~Rw'�.. r_ - �,..,.:.�;. : �_ _ �,�� ° because it is fully portable,can �- . , easily be moved to another door :, � �' �� -��=�� "� .� ,�, � , _. :�"�~ r � �; � or location if desired. f'=��`� �" � � ��=��`��,_�'��"��,�r�`� .._ - :-=�. _.-:.�.._. .'� . ... . .. :_.. -��: R ' � =".+�._ � ,... �.r,. ,....:. : � i� d i .. . ...__ , :...,: . .-�, . .. �.�.,_i . .: . _.,�::.. , ;.,: ... ,�ne��t . ' .i,�t> .'::'+� ... _..,_, __.- ,,:- .. .. �-- ' � �r�.��. �.c& �_I.!� .:- . .._ . ��- : '�i�.;, ';.._ ...,. . .. „-�, .:...: :`i t :.. SPEGFICATl�NS THR 150-1 7HR 250-1 THR RISER 225 iPR : Made of recyded rubber _ . • __ __. ___ _ _ . Non skid surface ' _ . -- UsablesfzelHxLa4��1.. . ... .. � � x��4'��'xa8' -- 2;�i'x24"Y48" . � 24'x2-7'(t�voeach) .� . Weighc(Ibs.)' _ _ 18 - ,. 4� Z>b5 per riser(two eachl . x.. Weight capacity(Ibs.} 850 �l� _ 850 �j(i _ _ 850 �$f _ For velieelchairs&scooters ' � _.. - . - Usage guide{ine�"' 1'h"rise 2I5"rise Call customer service for details * VJeights are approximate and may vary. rfi Optional components available ro reach heights grea[er than 2!':".�all for details. Consult your equipmenYs owner guide tor proper degree of indine.Never exceed its recommenda[ions. '�" i � ,_ ,, �UPSShippabie �.. :�:: � _',� �,,;.; � . _.. i .— - .y�.:,: .... '_ .r �v- .. .. .-. ..: . . :�8 `d .�t.,.�:�_:�. _-�---.... ,i .___.. .... _ . . . . . �� ` .I.�. �z-.�cc�s� RU BER THRESHOLD RAMP {�� _ Available in 1'/z' and 2'h" heights (optional Risers also offered) INSTRUCTIONS FOR iNSTALLATI�N AND USE BEFORE YOU BEGW SECURING THE RAMP:1t is recommended that the Rubber i. Maximum weight limit is 600 pounds. Threshofd ramp be secured to the surface it is laying upon. 2. Read and foNow all instructions before use.Do not use if ramp is i. ATTACHfNG TO WOOD damaged or unstable.�or wheelchairs and scooters on1Y Ramp is not a. Place ramp in desired location and ensure that surface if intended for commercial use.1MPORTANT:Use ramp only with a free of dirt and debris. qualified helper and always use your lap belt. b. Secure ramp using supplied Phillips head screws(2 3 WARNING:It is important that you refer to your equipment's each).Space screws eventy(see DIAGRAM 2 for (wheelchair or scooter)Owner Guide for lhe proper degrae of placement)and drive until head is%+"below the ramp inclineldecline and chair direction before using ramp.Never exceed its surface. recommendations. 2 ATTACHING TO CflNCRETE FlTTING A RUBBER THRESHOLD RAMP:Ramp can be easily Uimmed to a. Place ramp in desired location and ensure that surface if accommodate lower heights and narrower widths and,if necessary,notched free of dirt and debris. to suit the doorjamb configuration.Attemately,ramp can be combined with b- Secure ramp using supplied Phillips head screws and an additional Rubber Threshold Ramp and one set of Rubber Risers to concrete anchors(2 each). create a maximum height of 4%". c. Place a cardboard template under the ramp,then install 1. If door threshold is equal to the height of the Rubber Threshoid Ramp screws in locations shown in DIAGRAM 2.Drive screws (either 1'/�°or 2%:"high),use Threshold Ramp as is(see DIAGRANi 2, until they penetrate the cardboard template(top of screw section A). will be roughly Y<"betow the ramp surface). ?. it door threshold is less than the height oF the Rubber Threshold Ramp d. Remove ramp,but DO NOT REMOVE SCREWS.Using (either 1%"or 2'h"high),trim ramp to lhe desired height,depth and/or the hoies made in fhe c,ard`uoard es a yuid�,dr;,,4^�!'�: width using a reciprocating saw,razor kn+fe,or hand saw(see holes into concrete using a 5/16"masonry bit. DtAGRAM 1). e. Remove tempiate,then insert anchors into concrete. Drive each screw into anchor until the screw head is'/<" �WARNING:Use caution when operating any non-manual saw as below the ramp surface. serfous injury may result due to unexpected binding or pinching of rubber ramp materiaL Always follow tool manufacturer's safety guidelines. 3. If door threshold is greater than the height of the Rubber Threshold Ramp(eilher 1Yz"or 2%z"high),two Rubber Threshold Ramps{as DIAGRAM 1 shown in DIAGRAM 2,sections A&B)along with one pair of 7hreshold Risers{DIAGRAM 2,section C)can be combined lo accommodate a rise up ro 4'/<"high. r '`=.!a`" .'�;� a. When creating greater heights,an additional Rubber Threshold VViDTH rf,��3� �" Ramp(Section B of DIAGRAM 2)will be used NOTE:With this �� s configuration,Section A must remain at its ori inal heiqht(ok to `"�� "�� , 9 �.z�,�'n`�^'�.s� �r� s ��`�` tv trim width only). '� � ��a-�.� ,�. „�.,.�`�+, c+£�`. b. Section B,as shown in DIAGRAM 2,can be tnmmed to the desired £ z ;,�, ,,,�{��;�� r -,�, height,depth andlor width.If Section B is trimmed,the Rubber �-'?,k-;;r;��g,,k-•`' ftiser(Sec[ion C),used to increase overafl height,needs to be H�IGHT trimmed to match the depth o#Seciion B. pEP�� c. Secure(Section B to Section C using suppfied Phillips Head Screws). '`^�_, �i� � ?-� �{�7��4 x-'� _ , 4 � DIAGRAM 2 ; _.�` �� i ��°�*��.��,��. i �. � ��.f- r �s� �..�-�� `\ �� h�� .-r`'" � '� ��' y�'�''�,�� v �.�'��...� s��, �� } ��"�'.� �,,,-��r,� ��''�r^'�''t�`��}7't�¢ f� '\� �ys�,^-°'�t`Yr?o-��`��f F�`.r'-.14r s �� -; ,.�.�+w�''��r�'. � � `` �'�`,� �"`�y��9' �,�'� M��x_Z�"`-*�z w�.�' ' ". �, �`�•��'A r'rx�� '��'�'�;��`� 4'f'd�`-,�� :��-�'�-, �� \ ��!; �t 4 ��_��i��\ \\\ -�'. `\i -�4 ?2,...Y q� I�'.. `' \. �� ,g� � `4.�m��,�, k11�?L � `�.l ��,.r' . � Y Y:Y; \}"a xa}�`iL.a.4�X1.�'; 'k'�� h ��e'1 �57�£�a'�� f v�� '��`' (('} GC `./ �yo- ,�s� 1 YEAR �qRqA�� 6450 REV 02-08-06 One-year limited warranty.Call 253-249-1101 for details. OO 2006 Homecare Produc[s,Inc.AI rights reserved. a 0 _�— —5--__k_ —'�" , �"_-�� --_ _� ~�;� - �� ► �RE: 2/ASK S-002 — _ � _... M... ... t , O ' � � < µ � � c. , , �� t j �ik A ,r .�—':` � ( ; i sk; � RE: 1/ASK S-002 � ,;; �,,, ,�, �, ��'i �� — y�.:.:�� } � �'� 3'4��, ��_ � � � �} RE: 2�ASK S-002 �;� �""' BUT WITHOUT ,� � � � CARD READER� - HARDWARE ON — ; , . OUTSIDE , I � -� - r� iv f+� � �t��''�.c, e � , � " c.��`; _, �`e'. 1 PARTIAL SITE PLAN e. ;�,�,!�,+��,� J�3�-��uz:aEJ / �� e '/�'c� ��r f, �� A� �,��„t«<<,FR«<�«� Vail's Front Door o�u,wiNC No: ASK�`��=o � 4z4o o��,��/t��l��p�� REFERENCE: L202 Vail Resorts �ssuE: ns� e—o5s Develo ment Com an r OATE: 7�25/08 D�„�-<,,co�or,ao p � � scALE: t = 3a'—o° ,\�on,Colorado DRAWN BY: JR 1 ' METAL FENCE & GATE AT POOI/SPA DECK (RE: 1 & 2/L208) GATE MT0. ELECTRIC CARD READER (VING) ON 'OUTSIDE' OF GATE, BY OTHERS � - WEATHERPROOF BOX & KEEPER �, 6„ � SURFACE MOUNTED PANIC BAR ON i 'INSIDE' (POOL SIDE) OF GATE (w/VING LOCK OVER-RIDE FOR � EXITING FROM POOL) i � ROUNO HOLE PATTERN (3/8" DIA., 1/2" STG. CTRS, STRAIGHT-LINE PATTERN) PERFORATED METAL APPLIED TO POOL SIDE OF FENCE GATES FROM POOL TO OUTSIDE NoTE: 1 SUor,4CE b"OU":?ED °f,N;C 9ev rp gr �VIEW FROM POOL SIDE� —BY HOOVER FENCE CO3 OR SIM —DELUXE KIT D-6045 w�LOCK BOX �, POOL AND SPA GATE C� EXIT ENTRY -MOUNriNC P�nTE NoT NEEOEo —BLACK FINISH � ��2 — � � —LOCK BOX, COMPATBLE w/ELECTRIC CARD READER METAL FENCE & GATE AT POOL/SPA DECK (RE: 1 & 2/L208) LEVER (w/VING LOCK OVER—RIDE FOR EXITING FROM GUESTROOMS) ON GUESTROOM SIDE OF GATE GATE MTD. ELECTRIC CARD READER (VING) ON 'INSIDE' (POOL SIDE) OF GATE, BY OTHERS ece^` �° WEATHERPROOF BOX & KEEPER M . , ROUND HOLE PATTERN (3/8" DIA ^�-~—""`^�;.\ 1/2° STG. CTRS, STRAIGHT—LW .- �� e:� �g PATTERN) PERFORATED META ��,�� n j��, , APPLIED TO POOL SIDE OF � �,�" Ft�`..rJ; �� . i?S�St��l�� GATES FROM OOL TO LEVEL 2 GUESTROOMS s� �, � (VIEW FROM POOL SIDE) J��m`e�`��°J s.,,�,-,,..,� �., t POOL AND SPA GATE C GUESTROOMS �°� �� ' 1 i�2° _ ,•—o" �� ,-� .` ,��f ::i;d� �\�}f,; .�i � , v � �,, t-t'G %: �. ,�' �" Ir � :�"h„"">ER""`d V t�.11's Front Door DRAWING N0: ASK s-002 4�� O��ner/Dc�-cloper REFERENCE L208 Vail Resoi[s ISSUE: ASI B-056 Develo ment Com an� DATE: 7/25/OS Dcnvcr,Colorado p p � SCALE: 1�2�� = 1�-0�� \�-on,Colorado DRAWN BY: JR 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 # B06-0018 Job Address: 174 GORE CREEK DR VA1L Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITEBUILDING'A' Applied . . : 02/10/2006 Parcel No...: 210108278002 Issued . . : 10/02/2008 Legal Description: Expires . .: 09/O1/2009 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 CONTRACTOR HYDER CONSTRUCTION, INC 02/10/2006 Phone: 303-825-1313 543 SANTA FE DRI,VE DENVER CO 80204 License: 109-A Desciption: Town of Vail Adjusted Valuation: 7,739,000.00 CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Occupancy Type Factor Sq Feet Valuation STORAGE/LOW HAZ (S2) ZONE 3 IA 115. 18 108, 815$12, 533, 311 . 70 Totals . . . 108, 815$27, 739, 000.00* Fireplace Information:Restricted:Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ****�**a*s**►a*:�**►s*�***�s***�.**�*******�s******�*******�ss:*****FEE SUMMARY *****�*********as*r*r***�a**********************x*s**** Building------> 10 3,2 0 6.10 Restuazant Plan Review--> $0.0 0 Total Calculated Fees---> 2 0 6,415.2 0 Plan Check---> 103,206.10 Recreation Fee--------------> $0.00 Additional Fees----------> S1,322.97 Investigation-> S 0.0 0 TOTAL FEES-------------> 2 0 6,415.2 0 Total Permit Fee----------> 2 0 7,7 3 8.17 W il1 Cal1-----> $3.0 0 Payments-------------------> 2 0 7,7 3 8.17 BALANCE DUE---------> $0.0 0 *:***s*a***ss:ts*�►s******x�***x****�*xs*+***as�sas+****+**x*►*s*****�***a:*s**:�*a«a**s:�*****�***:s:*a******ss::*******a*<****■*�s**s**s Approvals: Item: 05100 BUILDING DEPARTMENT 05/30/2006 MROYER Action: PA Approval is granted for Grading, Excavat Shoring only. Other approvals required prior to approval of full building permi approval required prior to issuance of partial permit. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING 07/11/2006 MROYER Action: AP Full building permit pending conditions department sign-offs . 10/02/2006 MROYER Action: PA Rev. 1 - IR #1254; approved structural c Additional $0. 11/13/2006 mroyer Action: AP footing revision for crane #1 12/22/2006 jplano Action: AP RFI No. A-112 approved. 1 hour plan revi $60 . 00 02/07/2007 MROYER Action: AP Approval for temp. stairs on East end of Tower. Additional Permit Fee: 148 . 48, Plan Review: 96. 51 . CIA o per contract Permit fe and Plan Review: 77 .21 . Total fee of 244 . 99 must be collected prior to release of Y 03/Ol/2007 MROYER Action: DN Revision 5- Dock levelers . Comment lette to Doug Thompson and Neha 03/Ol/2007 . 04/13/2007 MROYER Action: PA Rev. 5- IR# 2971- ASI A-017 Add dock le� improve loading dock. Billed 1 hour @ $60 04/17/2007 MROYER Action: CR Rev. 7, IR-3090- Ramp elevation clarific comment letter sent to Neha. 04/17/2007 . 08/27/2007 ependley Action: AP Rev. 11, IR 4225-Grade modification/ accE no additional square footage. Plan review fee $300 . 00 09/17/2007 ependley Action: AP Rev. 12, IR5441-ASI 5-026 approved. No adc valuation. Additional plan review fee of $60 . 00 due 11/13/2007 JPLANO Action: CR NEED ADA ACCESSIBLE STALL AND ACCESS 11/26/2007 jplano Action: AP Revl4, IR6037, Temporary Restrooms apprc hours of plan review due. 11/30/2007 jplano Action: CR Correction letter sent on sign package 12/18/2007 cdavis Action: PA Partial approval for Shoring System Fina and sign off from engineer of record 12/27/2007 mroyer Action: PA rev. 6/ir3089/ steel deck clarifications be issued. no additional fees. Ol/17/2008 mroyer Action: AP Approval for Rev #7 3090 Elevation and � Elevation clarifacation with new ramp detail 02/05/2008 jplano Action: AP Rev. 17/IR6346, Letter from Koechlien on Inspection and Letter from PCL on adjacent building monitoring approved. No Cha 03/12/2008 sgremmer Action: AP Rev. 15; Approval of sign package ref#61 03/24/2008 nchand Action: AP Approval for ASI-5041 IR#6556 B06-0018 F EXTERIOR HEATERS 03/25/2008 JPlano Action: AP Revision 17 (6346) special inspections � Engineers have been received and are ok. See SAFEBuilt letter in file dated 2-� lcampbell 05/20/2008 NSC Action: AP Approved B06-0018 ASI-028 REV.20 IR#756� of plan review due, $120. 00 08/25/2008 jplano Action: AP Temporary Exit plans dated by SB Aug.25, approved $120 . 00 due 09/23/2008 jplano Action: AP Rev22, IR8716/Temporary exit plan for cor. offices, ok to issue after fire department approval 2 hours of plan review due=$120 . 00 10/14/2008 jplano Action: AP Rev23, IR8825/This is a partial approval �ASl �-U56) - L hours ot plan review due=�1�U . UU Item: 05400 PLANNING DEPARTMENT 05/30/2006 George Action: PA This approval is a partial approval for shoring and grading only. Addtional approvals required for building permit. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING 07/14/2006 George Action: AP 08/24/2006 George Action: AP 12/20/2006 George Action: PA This is a partial approval for the const a temporary stair to provide emergency egress out of Lodge Tower South. This stai temporary only and shall be removed prior to the issuance of a final CO 02/06/2007 George Action: PA This approval is for the addition of loa levelers only 03/05/2007 George Action: PA Building A. This is a partial approval f clarifications to the stell decking only. No other revisions are permitted by t approval. 03/05/2007 George Action: PA Building A. This is a partial approval f in footing elevations and the slope of the foundation. 11/13/2007 GR Action: AP ASI S-038 TEMPORARY TOILET TRAILER PLAN 02/19/2008 GR Action: AP Rev. l7/IR6346, Letter from Koechlien on Inspection and Letter from PCL on adjacent building monitoring approved. No Cha 03/31/2008 George Action: PA This is a partial approval for a revisic ski club patio area to add outdoor seating, changes in stair design and a modificat swinging gates. 09/02/2008 George Action: PA This is a partial approval for the addit lock pool gates and a change to two patio entry doors (ASI B-056) 09/03/2008 George Action: PA This is a partial approval for site work modifications to the parking garage "snorkel" wall. ASI 5-042 Item: 05600 FIRE DEPARTMENT 05/30/2006 mvaughan Action: PA partial approval for grading and excavat Requires fifty percent submittal in 30 days, 100 in sixty. 06/Ol/2006 CD Action: AP PARTIAL APPROVAL-EXCAVATION AND SHORING 07/13/2006 mcgee Action: AP Approved subject to Admin Mod and MOU' s. 02/14/2008 McGee Action: COND Provide detailed plans for gas shut off portable heaters. Provide detailed plans and new mechanical plan for fire pit. Provide review by BCER for fire exiting due to changes in sidewalks per origin� Landscaping shall not obstruct access to FDC or Knox Box or fire hydrant. 02/20/2008 mcgee Action: AP ASI 5-038 02/20/2008 mcgee Action: AP 06/23/2008 mvaughan Action: AP asi s-042 for retaining walls 08/05/2008 McGee Action: PA ASI 5-041 Partial Approval: No data on f appliance or shut off other than note to "comply with Building Code" . 10/Ol/2008 mv Action: AP 10/Ol/2008 MVAUGHAN Action: AP Temporary exiting plans for temp office� Item: 05500 PUBLIC WORKS 07/14/2006 tk Action: AP Approved Building permit revisions datec 6/16/06 and 7/06/06 11/14/2006 tk Action: AP Footing for Crane-No comments 02/06/2007 tk Action: AP Approved ASI-A-017 for installation of L Levelers. Plan received 1-31-07, dated 1-29-07 . 08/14/2007 tk Action: AP Approved revised Final Grading Plans dat received 8/8/07 . 06/30/2008 TK Action: CR ASI 5-042, Site modifications requires t following corrections : l . The retaining walls behind the path gate and the Fire Hydrant at the cul-de-sac are required to be no greater than 6' per Town Code, please revise . 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 pla� 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 SIfAI,L BE MADE TWENTY FOUR HOURS IN ADV CE Y TELEPHONE � FROM 8:00 AM-4 P SIGNA F O ONT OR FOR HIMSELF AND OW� PAGE2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit# B06-0018 as of 03-17-2009 Status: ISSUED ******************************************************************************************************** Permit Type: NEW COMM BUILDING PERMIT Applied: 02/10/2006 Applicant: HYDER CONSTRUCTION, INC Issued: 10/02/2008 303-825-1313 To Expire: 09/Ot/2009 Job Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITEBUILDING'A' Parcel No: 210108278002 Description: CONSTRUCTION OF A 3 STORY IJNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE.ALL SITE WORK IMPROVEMENTS AND LANDSCAPING Conditions: Cond: CON0008091 Response to complete plan review comments required to be submitted prior to June 19, 2006. ******************************************************************************************** TOWN OF VAIL, COLORADO Statement *********************************************************************************�********** Statement Number: R090000240 Amount: $178.00 03/17/200910:14 AM Payment Method: Check Init: SAB Notation: 62240 HYDER CONSTRUCTION Permit No: B06-0018 Type: NEW COMM BC7ILDING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: 207, 738. 17 This Payment: $178.00 Total ALL Pmts: 207, 738 .17 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300, PLAN CK - project GFP012 120.00 PN 00100003153000 INVESTIGATION FEE (BLDG) 58.00 ----------------------------------------------------------------------------- �� b�u I � � ., tir�c. �� Building Department Services ��, '� 1��< . 4, }.. August 25, 2008 rta�'�� . '� ;� Martin Haeberle ;r�� ;•s' Chief Building Official, Town of Vail ��r�"KK� 75 South Frontage Road �� Vail, CO 81657 ��.; .-�.x�,.. ��' RE: PROJECT: Front Door PERMIT NUMBER: 606-0018 REVISION NUMBER: n/a INTERNAL REF#: 8716 ADDRESS: 174 Gore Creek Dear Mr. Haeberle: SAFEbuilt Colorado has reviewed only for their conformance to the provisions of the 2003 International Building Code Section 107 as adopted by the Town of Vail. SAFEbuilt Colorado finds the documents submitted to be complete for construction after Fire Department Approval. Plans: Temporary Exit Plans for offices on site. ASI issue date 8/11/08 ,-. Plan review fee . • � T�`�- 'n.l� �' `i� ��f.F�. No additional square footage- No added valuation Sincere , John Plano John King Plans Examiner Building Official SAFEbuilt Colorado SAFEbuilt Colorado john.plano cr,SAFEbuilt.com john.kin�(�a,SAFEbuilt.com elofl SAFEbuih Colorado Eagle Office✓P.O.Box 1618✓ 1286 Chambers Avenue, umt lui � �,agle,l;oioraao�ibsl Phone:(970)328-1790✓Toll Free:(877)428-6412✓Fax: (970)328-1791✓V:�Plan Review\Vai1�F'ront Door�B06-0018\Temp Office Plan_FAL.doc ��o�-a�� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS GNED ��° Buildmg Per �t#: � 97��`-��.�� p��fioi�s) � �WN��V,�:� A REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be performed until the revisions are approved, *** CONTRACTOR INFORMATION General Contractc,r: Town of Vail Reg. No.: Contact and Phone#'s: �1 �� .(�/U� C �C�� - �r�v� - .S/� ATTENTION: .TOE,JR,CHARLIE,GREG,CHRIS Cont�a i��ature: � COMPLETE REVISIONS EVALUATIONS FOR BUtLDING PERMIT Labor& Materials REVtSED AMOUNT: $ � �� ELECTRICAL: $ �� OTHER: $. I'LUMBING: $ MECHANICAL: $ REVISED'TOTAL: $ For Parcel# Confact Ea le Counf Assessors Office at 97Q-328-8640 or visit www.ea le-count .com �'�r `��}# 2- � � Job Name: `�, � r _{.. Job Address: �� V�� I � i��v✓�l- �)Ir Legal Description Lot: Block: Filing: Su6divisian: Owners Name: �'RD � -� Address: . Phone: Architect/D�sigiie�:��4� Address: Phone: Engineer: ��ra� �- N.�.91GII Address Phone: � � REASON F�R REVlS10NS: -l�e-rn ��Y�� c� � a c-e Work Class: New� Addition ( } Remodel( ) Repair( ) Demo ( ) Other( ) fWork Type: i��terior�) Exterior O Both O � Does an EHU exist at this location: Yes O No O Type of Bldg.: Singie-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 Fir� laces Existin : Gas A liances Gas Lo s Wood/Pellet Woo Burnin No/T e of Fire l�ces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wo ' Burn n NOT ALLOWED Does a Fire Alarm Exist: Yes ) No O Does a Fire Sprinkler System Exist: ' Yes�j) No O ***********,�***n�*�*****«*****,�******************FOR OFFICE USE ONLY��,�****************�*****�***�*�***��******** � Date Received:�' Permit Fee 10 : - PIan;C Fee; 80 : M ! Accepted By:�^ Permit Fee(1'1):- i PIan.0 Fee(81): ' t Outsourced Terms: � F:\cdev\FORMS1Permits\BuildingUauilding_revision_4-18-2007.doc Page 1 of 1 A/;g12007 ..��..�.��s � _ _ , � �3�o� -��8� 4�4� � � - � 7 ro ARCHITECT'S SUPPLEMENTAL VAIL'SFRONTDOOR INSTRUCTION No, A - 030 To: Doug Thompson/ Hyder Construction, If1C. PROJECT NO: ZO693.OH 543 Santa Fe Drive issuE�: 08.1 1.08 Denver, CO 80204 FROM: Randy Hart 303-825-1313 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Architect's Supplemental Instruction Title: Building A- Temporary Field Offices in Parking Garage(Lower&Mid Levels) Reason for Change: Due to the impending removal of Hyder's Construction Trailers,offce accommodations need to be made for Hyder's remaining on-site Staff. Description of Instructions: Per attached Sketches, temporarily provide Field Office space in Elect. Room A122, Storage A123 and Storage A207-maintaining Code required clearances at electrical panel and transtormer within Elect. Room A122. Provide make-up air ductwork, fans and fire/smoke dampers at rated walls as indicated. Balance make-up air to 20cfm per Occupant in each Room. Maintain required exit access/egress from temporary Offices as indicated. Offices are currently planned to be occupied until the end of December 2008. Attachments �nd Enclosures: Architectural Sketches ASK A-047,ASK A-048 &ASK A-049; each dated 08/08/08. ,��ti��'��" E�liance to a�� Subject to inspection and Comp� relevant Adopted Building andbe approved�des. Changes in Pla Date�25--�_._---g�-� Cnde: 26c53 1 �''�-- �.� i.:k7U1�+ �`��Y�'`{n � Copy To: ASI File O BY� � Rick Caudel/VRDC U � S. Jarvie Worcester/VRDC W Submit to wn of V . �YES ❑ NO Jay Watson/ABS Engineers U L.L LJ._ � REVIE�'��D B1� AUG .?_5 ��'� t p 42�40 ARCHITECTUREWC � SAFEbuiit Colorado 1621 Eighteenth Street �----�- Suite 200 Denver,Colorado 80202 The intormation contained in this message is privileged and confidential intended only for the use of the individual(s)or enlity(ies)named t 303.292.3388 f 303.29231 13 above. If Ihe reader of this message is not the intended recipient,yuu are hereb�notifed thal any dissemination,distribution,or copying of �awv✓.4?40archicec[ure.com this communicatier,is;trictly prohibited. If you have r�cei�,ied this commur.ica6on in errer,tlzas,-noiify 42/40 Arshiteciur�,In�.irnmediatel�. ! /GC�^'�'ca/ P�n �� o a TdnSyofrY]oY /��' �d�rJ �� N� "�' Rc 'c% Cc�qIGC/Car ncGS, . . , •: • . .. R - .< 1. ' - } _•t' S• - .4 '4.I`•'w�••j� STAIR i • . .� - - . ��.....,_.. : :� � � ASOt 81.� � ` �. �. •• • .� , ... .. '•�,y, ' R �� a �d �:�,�.` ..�Fi .. �9 :Y._. .5 – – – 5 dl � Gr� ��4 �, ,;• ..1 N.ROOR E ••�- � � JV�A 3 4 � ��r� 57-10 ROOM� '122 � 6 �� 8 r , z .n e,s<� o- ScC/� �A• -� �'' ��$ I/b!�tlGf"• Q�.: �5 � `,-t t�^,":� .� � j � I�D �W�VdG� l�(,b �► /1 t!L f7 "' >!'i i��i e_.s'' i''� 3 Cs�.�+ITSK/J�I(w �..Ft°°R 3 : t/ „:Mr"�,.-; ,:, 8153-10 � �a�-0 1 V ��ti.;i,..�..��..�.. „4�/!_�nw!'Vi• STORAG �,�,, \\ . �O*'J,� ; �� O» 1 �� A123 � L {. f]� �� ' 29 �r' '�. 8i�j� �/ � �� ' � �"�.� /'��"�'j•�G� a niz3 � 2s 2� t \ 28 � � z �dG�'W �� eis —io- — — ••. � � �o�� c�mp��'�5, c - -�. - �f�P�d CM�!l�/ls 2 __. _� _.. I '. � � Ew�Pa �o \ ur�oF , 8,53�_0- \ "�"E r�i�Csa�. 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FLOOR � N� E 8166_0 E:fIST.L006E UfH CONDOAIIMUTA Wp�ro SUB I-FlLL � ICC.BAR ' BUILDING-SO 0 SHADING IMDICA � REMNN INIAY/ ft �� o I�.STRAINER ARFA TO ft TlP.-RE:D701, RE UC�. � pp�K D102 FOR SC PE OF DE7dOLI110N R.4 — � euur�ns rx�� lA•a49' �"� �I""�019- �i.RE: 4 _�5� J — I � — '"--��:-_A,. �. 3, A �- � � ��! �.� �J�'I�lUd�jO� ATCHLIN 1 11NE OF IXPANSION JOINf ABOVE � T � ��, � a o 3� _ ��` � ', L i e,s�-0• I .. �. E. ;�_..:,�� .. F �� - ------ -- - -- -- . 2'-6' 8167' 43 8167'-1 7 I,�"1 3f�. •1 I a1 �..) ,r�,,. ,, ) Ga�. ,5 ,6 ,� �:.,�.�s, � EGRE55 BELOW, 876 '-9 3/4" �(n/� uD �s�� SHOWN DASHm 0 GE i �'�/(/ / / �a � !� n �i Q$ — �'Z• _ 8 66FL0 � �� n j .�i� ''�y,"�y F. �, ,.� ORIDE "�� v -t 8�' � + � � � • lSC SF � d /� 3 �lP , �, R CI�'!4� ( '� d8,65�_� ,, 0��-D v� CONCREIE CURB u+o wax Ex�• L zo �, � 23 24 , � W B �� 8166' ' (LSC SF � ��) � 9'-6' 7-6 MECH P _ . � WALL RE N105 '� 8166'-0" O �� 1 — 3 ,�. � � atss'-s• � A211 8165'-5 1/4' �. � �� .'� \ \ 10 DRAIN MECH.GPo � CAILING DOOR � � � RE NECH. � f—HOUSNG ABOVE I A� c� �/ OWGS.- 102 \ � \ aC P �'01G� `•.i. `� e,ss-<3 � �/��j� ;; 8,65�-3 , 4• � , �j= �'M+I q•0 - . �� a a D 31�/ �a. �, �.i�: y� � — b, m. a� I I 8164'-10 1/2° 1. 1h �• I 8164'-0' 25 2fi ( SPAC� (LSC SPACE) q x. o -rN b YECH WALL OPQJING R ,S MiQ5 D , I �` I 7z I L 5 — _ - -- — >" . AIJGN FACE&AHCff ��w,� U OL I I ` ^ ' � f`� � V ` !�� l`'!io� E✓,�� p RK� � . � , �t �, _... . � l�"=1 0" �•q �o� �,z ..,i, ,. _ � � �T�N1PQ,e�4R�''f�� cotilsT- �i,F�o oF��c�s .� ��-. . � ,A,�h�tr«<:Fa�,.��.<� V�1��S FYOI1� �00�' �w,wtNC r�o:�SK A•�8 � �.24c� A/��a� � Oo•ncr/Derclnpc� Rg�� uc111 ReSOiCS S�E-A O ��:/'7�� Development Company �/�f�. Ucnver,Col��rado 1rnn,Colurado DR/+WN BY:`^�� f . . � . I U.8 — — — — -- — � _ RAILMG ON SfONE CAP __ ___ RE:IANDSCAPE � �, �".« ' ....y .-...,,�`.. ,�r � Q� ��;�,� �„� ��i��\ NEW WALL AND .�� `t� 3 �. r y FIEVATOR N.I.C. ti �� /�- - - - - - - - - - - - - — '� ��F_-� S.� IIC--I E. � ��,.� f I�_� - EUNUST A1R T.8 — — — — — �� +^+� ;�;e"'? ii r— — , �I � RE:NECH.FO - ' STONE VENEER � : � IXW�US(S FM!" �::,cr.<".�.��.a _:�i � REIAINING IXWWST P1R OPENING �� "�'�._�' . W� I RE M104 � I � ; r3 r+EUU waus ,e�.�, =c"<,. H.i.c. .y�,� , § i. �� I r '/Z. �, `_'_/-�/ �. " o.l'� � 4 � 3' �- �oo SfONE ��f�J� �_Y �-B� A' � ��Gif/r'� 10'-0' AREA�RNN� I � IYP.OF 5 S.5 — ' •� 8167'-1 3 " , M1AE H. ROOM �OS � / `Id . AZO6 OS 3 LOADING 3 " �P � DWJN�� , I 3 T.O. OCK LEVQER I C OPEMNGS A ,'� � �O%� �2 A206 8169-6 I i�0 ACCESS NEW y. . / X •�rV.�./Ir(�j1 .r�' � P 6 �� N. FLOOR OW w�� • `,,�i� � 166.0 WSl.LODGE Mi CONDOAIINIUN W�TQ f�} eQ/� �� LOADWG DOCK �P ICC.flAR ' BUIIDING-SO D SHADING INDICA REMAIN (�//"I7J(J �� / EN1Ry/IXfT � � RESIRAINFR PFFA TD R N,IYP.-RE DI01, ': DOCK �R.4 •s� �\ - !/ � _ BUMPERS � LOADING \ / �• 1 0 \.� i / \�. DOCN ' - MATCHLINE ��:� ' �� '� _c5�SrL� � RE: A105 �� / �l�ip�y� — ':. - ' �nd• R oi �'�. L�••• ^I Bt66',' � E OF IXPANSION J�]IM ABWE, (' I . • :. % � RE DEfA1L 14/A570'S' ` ��G,� �• ------ 2'-6" 8767' 4 3 8167'-1 7/2' � S�s ;r+c �.,�.\�� ` — --- �„ c�P;ral "h 0" �o � D� � C 15 6 17 � ,B�law�.ke,4SX B �� •,.w„ ,� .� E�p6S gaqy. 816 '-9 3/4 /� SHOWN 0.4SHm � A � � •i 'j�► /1(/� �,� (�/� � /� _ ' FlN. OOR • . Q.5 i�y� ei a � OftIOE �1G• 8 n-�o�K �,2 --- Vrir►eav dGa�C,Ew�Or , , �� f \ •k 8165'-7 7 4"� �r�u�d� ��rn�orary�r�/�e. 5.0 ��,.��,� ,�. � U 24 2. /�?io• L�v�c. ��Ki�1 �u� l� �� _ i� � M= / /1 RE CML OWllNNGS FOR iUNNE1 RWUWAY PROFILFS,AND WISTRUC110N DANN 1. ALL WORK F01 �� —d .�.'.!t Coloradc� 'PART OF iH15 R�:�/��A . HE��M�WB � --""' -- - DOORS W/LOC / r�.Jc��,�.. 'MRL . ��iMPOR�-1•-Y I I Y�� '�.!•i.� ? _��=P?C T4F �;GEPoOR. nNC �«h«Y<<<>rR,_��.�� Vail's Front Doo� o�W�N� �0:�5� A'0¢� �2�� O+�ncr/Dcvdoper , RffERENCE�/j��A Vall ReSOrtS �E" O De��eloprrien�Company ��sl AR'O3�j llcm�cr,Coloradu rlcoq Colutado O�� v�Ov DRAWN 8Y: �O! _ C O N S U L T A N T�� 1 N G January 9, 2006 Building Safety & Inspection Services Town of Vail Vail, Colorado Attn: Electrical Plan Reviewer Re: Vail's Front Door—Buildings A, C & D—Garage, Ski Club & Skier Services Subj: IECC Lighting Compliance To whom it may concern: Buildings A, C and D are all served from a common electrical service. The IECC Lighting Compliance calculations far these buildings were prepared in three parts to allow for a streamlined review process. Please see the attached sets of calculations for details of each building. Buildings A and D are shown to be in compliance. Building C is shown as not in compliance. When all three buildings are looked at together they comply: M Buildin� Allowed Watts Actual Watts "A" 17,461 16,702 "C" 16,071 18,797 "D" 34,940 32,817 Total 68,472 68,316 Lighting design for this electrical service Complies with IECC 805. Should there be any questions, please contact us. Sincerely, � �� Consultants, Inc. � �� ' �✓�/ 'j'�� Ron E. Bourgault,P.E. Partner [REB/mwr] P:�2001-134-03�ADM[1V�Etec_A\Corr\Mwr-Ltrv2006-I-9 Bld�A-C-D[ECC Compliance Letter.Doc 1530 16TH STREET,SUITE 400 _, _ DENVER, COLORADO 80202 303-623-6200 FAX 623-8435 Permit Number Lighting Compliance Certificate Checked By/Date 2003 IECC COMcheck-EZSoftware Version 3.0 Release 1 Data filename:P:\2001-134-03�ADMIN�EIec_A\Schedules�Building A-Garage�Bldg-A-Parking-mtv.cck \\\\\ � ��oa�e�Mri�vi��i Section 1: Project Information \\��` � ��m� ��o�,%.,,,�� ` !7 0 (��R��A Project Name: VaiPs Front Door =v '' "��:�� Building A-Parking : 6� �o ' Designer/Contractor: ABS Consultants Inc. 'p� �� Document Author: Marcus Vahling .� �.',��0 C, ig��o�eQ°��L+!��';'�1,'^� Section 2: General Information �,`,'%r��`q�°�'��`�'�� .�,: �.}^•.5i��0 JAN �1 0 2006 Building Use Description by: Whole Building Type Project Type: New Construction Building Tvne Floor Area Parking Garage 92279 Section 3: Requirements Checklist Bldg. � Dept. � Use � [ ] � Interior Lighting � 1. Total actual watts must be less than or equal to total allowed watts � Allowed Watts Actual Watts Complies(Y/N) � 27684 27624 YES � � Exterior Lighting [ J � 2. 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 [ ] � 3. Independent controls for each space(switch/occupancy sensor). � Exception: Areas that must be continuously illuminated. [ ] � 4. Master switch at entry to hoteUmotel guest room. [ ] � 5. Individual dwelling units separately metered. [ ] � 6. Each space provided with a manual control to provide uniform light reduction capability. � Exceptioris: � Only one luminaire in space;An occupant-sensing device controls the area; � The area is a corridor,storeroom,restroom,ar lobby;Areas that must be continuously illuminated; � Areas greater than 250 sq.ft;Areas that use less than 0.6 Watts/sq.ft. [ ] � 7. Photocell/astronomical time switch on exterior lights. � Exceptions: Areas requiring lighting during daylight hours [ ] � 8. Tandem wired one-lamp and three-lamp ballasted luminaires. � Exceptions � Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 4: 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 S,requirements in COM check-EZ Version 3.0 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. MAru�� V�K�,u�� . .o _ Principal Lighting Designer-Name ig ture Date Lighting Application Worksheet 2003 IECC COMcheck-EZ Software Version 3.0 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Buildin�Tvbe (ft21 (watts/ft21 B x Cl Parking Garage 92279 0.3 27684 Total Allowed Watts= 27684 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lam_p Description/Wattage Per Lamp/Ballast Fixture Fix r Watt. D( x El A GARAGE FIXTURE/Metal Halide 150W/Electronic 1 49 170 8330 B GARAGE CUT OFF/Metal Halide 150W/Electronic 1 37 170 6290 C LOADING/Metal Halide 175W/Electronic 1 29 232 6728 D LOADING/Metal Halide 175W/Electronic 1 4 232 928 E TUNNEL/Metal Halide 150W/Electronic 1 26 170 4420 WP TUNNEL/Metal Halide 175W/Electronic 1 4 232 928 Total Actual Watts= 27624 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= 27684 Total Actual Watts= 27624 Project Compliance= 60 Lighting PASSES: Design 0.2%better than code Permit Number Lighting Compliance Certificate Checked By/Date 2003 IECC COMcheck-EZSoftware Version 3.0 Release 1 Data filename:P:�2001-134-03�ADMIN�EIec_A\Schedules�Building A-Garage�Bldg-A-CRS-mtv.cc i`\`�11R ilIIIIL'ty//� Section 1: Project Information \��``�� ,R��a��;�,,�/ � d p �V�c•:P�f Project Name: Vail's Front Door ; '� 's'�u`�'; Building A-Conidor,Storage,Of�ce,Industrial - ' 2 �3 `-a =: . �-+� . .-�; Designer/Contractor: ABS Consultants Inc. ' ;�� Document Author: Marcus Vahling ;��".` . �a••...om°'4"� Section 2: General Information ��`��'�� " ' %,,,., �IAN i 0 2oaf� Building Use Description by: Activity Type Project Type: New Construction Activitv Tvpe(sl Floor Area Corridor,Restroom,Support Area 5936 Storage,Industrial and Commercial 2334 Office 451 Industrial Work,<20 ft Ceiling Height 5835 Lobby-Other 2118 Section 3: Requirements Checklist Bldg. � Dept. � Use � [ ] � Interior Lighting � 1. Total actual watts must be less than or equal to total allowed watts � Allowed Watts Actual Watts Complies(Y/N) � 17461 16702 YES � � Exterior Lighting [ ] � 2. 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 [ ] � 3. Independent controls for each space(switch/occupancy sensor). � Exception: Areas that must be continuously illuminated. [ ] � 4. Master switch at entry to hotel/motel guest room. [ ] � 5. Individual dweiling units separately metered. [ ] � 6. Each space provided with a manual control to provide uniform light reduction capability. � Exceptions: � Only one luminaire in space;An occupant-sensing device controls the area; � The area is a corridor,storeroom,restroom,or lobby;Areas that must be continuously illuminated; � Areas greater than 250 sq.ft;Areas that use less than 0.6 Watts/sq.ft. [ ] � 7. Photocell/astronomical time switch on exterior lights. � Exceptions: Areas requiring lighting during daylight hours [ ] � 8. Tandem wired one-lamp and three-lamp ballasted luminaires. � Exceptions � Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 4: 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 COM check-EZ Version 3.0 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. M��s V�,H��u�� o Principal Lighting Designer- amN e Sig ture Date Lighting Application Worksheet 2003 IECC COMcheck-EZ Software Version 3.0 Release 1 Section 1: Allowed Lighting Power Calculation p B C D Total Floor Allowed Allowed Area Watts Watts Area Categorv (ft21 (watts/ft21 B x Cl Corridor,Restroom,Support Area 5936 0.9 5342 Storage,Industrial and Commercial 2334 0.8 1867 Office 451 i.l 496 Industrial Wark,<20 ft Ceiling Height 5835 L2 7002 Lobby-Other 2118 1.3 2753 Total Allowed Watts= 17461 5ection 2: Actual Lighting Power Calculation �, B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamn Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D( x E1 B GARAGE CUT OFF/Metal Halide 150W/Electronic 1 2 170 340 C LOADING/Metal Halide 175W/Electronic 1 7 232 1624 CV COVE FIXTURE/28W-TS/Electronic 1 37 30 1110 D LOADING/Metal Halide 175W/Electronic 1 6 232 1392 D1 VALET DOWNLIGHT/Metal Halide SOW/Electronic 1 12 60 720 DL DOCK LIGHT/Incandescent 250W 1 8 250 2000 EP PIT LIGHT/Incandescent 100W 1 2 100 200 F STAIR/48"T8 32W/Electronic 2 8 64 512 G INDUSTRIAL WRAP/48"T8 32W/Electronic 3 28 96 2688 J STRIP/48"T8 32W/Electronic 2 1 64 64 K TANDEM STRIP/48"T8 32W/Electronic 4 44 128 5632 SC DECORATNE SCONCE/Incandescent 60W 1 7 60 420 Total Actual Watts= 16702 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= 17461 "'— -- Total Actual Watts= 16702 Project Compliance= 759 Lighting PASSES: Design 4%better than code Permit Number Lighting Compliance Certificate � ch�kea Byi�ate 2003 IECC COMcheck-EZ So$ware Version 3.0 Release 2a Data filename: P:A2001-134-03\ADMIN�Elec A\Schedules\Building C - Ski Club\Bldg-GSkiClub.cck ,;�,;t,l`��'�i?11!{I//� // Section 1: ProjectInformation ''''''�° "' '�� ' �� ;� s `,�� o� � o,,�� %,,, � �cw �. •� '�i Project Name: Vail's Front Door ��° �°��' = O SJ R � ° �'�� Building C - Ski Club = ° � 3 ,_r`..�; � Designer/Contractor: ABS Consultants, Inc. _ ��` Document Author: Michael Rogers, LC � ��`��; i •��e��e��\`�� Section 2: General Information ��ii�o��A�„�� Building Use Description by: Activity Type JAN 1 0 200G Project Type: New Construction Activitv Tvae(sl Floor Area Corridor, Restroom, Support Area 3599 Storage, Industrial and Commercial 2447 Kitchen 180 Lobby -Other 1087 Convention, Conference or Meeting Center 1999 Office 235 Exercise Center 3953 S ection 3: Requirements Checklist Bldg. � Dept. � Use � � Interior Lighting [ ] � 1. Tota1 ac�tual watts must be less than or equal to total allowed watts � Allowed Watts Actual Watts Complies(Y/N) s�,�i g�f�� 16071 18797 NO � � Exterior Lighting [ ] � 2. Efficacy greater than 45 lumens/W � Exceptions: � Specialized lighting highlighting features ofhistoric buildings; signage; safety or security lighting; � low-voltage landscape lighting. � � Controls, Switching, and Wiring [ ] � 3. Independent controls �r each space(switch/occupancy sensor). � Exception: Areas that must be continuously illuminated. [ ] � 4. Master switch at entry to hotel/motel guest room. [ ] � 5. Individual dwelling units separately metered. [ ] � 6. Each space provided with a manual control to provide unifarm light reduction capability. � Exceptions: � Only one luminaire in space; An occupant-sensing device controls the area; � The area is a corridar, storeroom, restroom, or lobby; Areas that must be continuously illuminated; � Areas that use less than 0.6 Watts/sq.$. [ ] � 7. Automatic lighting shutoffcontrol in buildings lar�er than 5,000 sq.$. [ ] � 8. Photocell/astronomical tiine switch on exterior lights. � E.rceptions: Areas requiring lighting during daylight hours [ ] � 9. Tandem wired one-lamp and three-lamp ballasted luminaires. � Exceptions: � Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. Lighting Application Worksheet 2003 IECC COMcheck-EZ So$ware Version 3.0 Release 2a S ection 1: Allowed Lighting Power Calculation A B C D T otal Floor Allowed Allowed Area Watts Watts Area CateQorv ($21 (watts/tf21 B x Cl Corridor, Restroom, Support Area 3599 0.9 3239 Storage, Industrial and Commercial 2447 0.8 1958 Kitchen 180 1.2 216 Lobby-Other 1087 1.3 1413 Allowance: Decorative/ Fix. ID: LTG9 52(a) 1 52(b� Allowance: Decorative/ Fix. ID: LTGS 240�a) 1 240(b) Allowance: Decorative/Fix. ID: LTG4 795(a) 1 480�b) Convention, Conference or Meeting Center 1999 1.3 2599 Allowance: Decorative/ Fix. ID: LTG3 150(a) 1 150(b) Allowance: Decorative/Fix. ID: LTG2 108(a) 1 108�b) Allowance: Decorative/Fix. ID: LTG1 1684(a� 1 1500(b� O�ce 235 1.1 258 Exercise Center 3953 0.9 3558 Allowance: Decorative/Fix. ID: LTG8 1680(a� 1 300�b� (a)Area claimed�st not exceed the illuminated area perrnitted for this allowance type. (b)Allowance is(B x C)or the actual wattage ofthe fixtures given in Section 2,whichever is less. Total Allowed Watts = 16071 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ # of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. (D x EL A1 6" DOWNLIGHT /Triple 4-pin 42W /Electronic 1 37 35 1295 A4 4" DOWNLIGHT /Triple 4-pin 18W /Electronic 1 4 18 72 AS 7" DOWNLIGHT / Triple 4-pin 42W /Electronic 1 3 37 l ll A6 HID FLOODLIGHT /Metal Halide 70W / Electronic 1 14 85 1190 A7 MR16 LOW VOLTAGE/ 37W MR16 1 54 32 1728 A8 4" APERATURE MR16/ 37W MR16 1 15 37 555 A9 6" WALL WASHER/Triple 4-pin 32W /Electronic 1 8 35 280 A10 CF CYLINDER/Triple 4-pin 32W / Electronic 1 6 35 210 B 1 6" SHOWERLIGHT /Twin Tube 24/26/27W /Electronic 1 2 30 60 D1 6" IND WALL WASHER/ Incandescent 75W 1 8 35 280 F1 4' UPLIGHT /48" T8 32W /Electronic 1 1 32 32 F2 3' UPLIGHT / 36" T8 25W /Electronic 1 2 25 50 F3 2x4 TROFFER/48" T8 32W / Electronic 3 3 96 288 F4 4' STRIP /48" T8 32W /Electronic 2 17 64 1088 F8 8' TANDEM STRIP /48" T8 32W / Electronic 4 2 128 256 G 4' WRAP /48" T8 32W / Electronic 2 33 64 2112 L LOCKER UPLIGHT /48" T8 32W / Electronic 1 149 32 4768 L1 LOCKER UPLIGHT /48" T8 32W / Electronic 1 22 25 550 LTG1 20 LAMP -25W IND DECO FIXTURE/ Incandescent 25W 1 3 500 1500 LTG2 BAR PENDANT / Quad 2-pin 18W / Electronic 1 6 18 108 LTG3 GREAT DECO FIXTURE/ Incandescent 25W 2 3 50 150 LTG4 6 LAMP -40W IND DECO FIXTURE/Incandescent 40W 6 2 240 480 LTGS ELEVATOR LOBBY/Incandescent 40W 3 2 120 240 LTG6 DECOR RR SCONCE/ Quad 2-pin 13W /Electronic 1 6 13 78 LTG7 LOCKER RR SCONCE/ Quad 2-pin 13W /Electronic 2 2 26 52 LTG8 LOCKER ROOM CHANDELIER/ Incandescent 75W 7 4 75 300 LTG9 CORRIDOR WALL SCONCE/ Quad 2-pin 13W /Electronic 1 4 13 52 LTG10 LOCKER RR PENDANT / Twin Tube 24/26/27W /Electronic 1 4 27 108 S1 VANITY WALL SCONCE/ Incandescent 60W 2 2 120 240 S2 STAIR LANDING SCONCE/ 48" T8 32W / Electronic 2 6 64 384 S3 ELEVATOR PIT /Incandescent 60W 1 3 60 180 Total Actual Watts = 18797 Section 3: Compliance Calculation Ifthe Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts= 16071 Total Actual Watts = 18797 Project Compliance= -2726 Lighting FAILS: Design 17%worse than code Permit Number Lighting Compliance Certificate Checked By/Date 2003 IECC COMcheck-EZ So$ware Version 3.0 Release 2a Data filename: P:\2001-134-03\ADMIN�EIec A\Schedules\Building D -Skier Services\Bldg-D-SkiService.cck Section 1: Project Information `��;'�' �°,''�`,v;,, �0�� '� ` � �", �� `��'�'�°°•°.B `• e��: A � %, Project Name: Vail's Front Door ��m�O �,° �!_ Building D -Skier Services = •�Q o� c 9G�; Designer/Contractar: ABS Consultants, Inc. = .O QtJ� °'��_ Document Author: Michael Rogers, LC � :�+� � ��\�� Section 2: General Information �°'��i,,��c�'%�`►�,i�,�.��o`''�� Building Use Description by: Activity Type .J��t � U `006 Project Type: New Construction Activitv Tvoe(sl Floor Area Retail Sales, Wholesale Showroom 6107 Restaurant 2919 Lobby-Other 438 Office 2080 Comdor, Restroom, Support Area 11536 Storage, Industrial and Commercial 4068 Section 3: Requirements Checklist Bld�. � Dept. � Use � � Interior Lighting [ ] � 1. Total actual watts must be less than or equal to total allowed watts � Allowed Watts Actual Watts Complies(Y/N) � 34940 32817 YES ( � Exterior Lighting [ ] � 2. Efficacy greater than 45 lumens/W � Exceptions: � Specialized lighting highlighting features ofhistoric buildings; signage; safety or security lighting; � low-voltage landscape lighting. � � Controls, Switching, and Wiring [ ] � 3. Independent controls �r each space(switch/occupancy sensor). � Exception: Areas that must be continuously illuminated. [ ] � 4. Master switch at entry to hotel/motel guest room. [ ] � 5. Individual dwelling units separately metered. [ ] � 6. Each space provided with a manual control to provide uniform light reduction capability. � Exceptions: � Only one luminaire in space; An occupant-sensing device controls the area; � The area is a corridor, storeroom, restroom, or lobby; Areas that must be continuously illuminated; � Areas that use less than 0.6 Watts/sq.$. [ ] � 7. Automatic lighting shutoffcontrol in buildings larger than 5,000 sq.$. [ ] � 8. Photocell/astronomical time switch on exterior lights. � Exceptions: Areas requiring lighting during daylight hours [ ] � 9. Tandem wired one-lamp and three-lamp ballasted luminaires. � Exceptions: � Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 4: 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-EZ Version 3.0 Release 2a and to comply with the mandatory require�nents in the Requirements Checklist. !"l�u�i�u �G,�r�S. L� ��/ � 1- �'-0� Principal Lighting Designer-Name Signature Date Lighting Application Worksheet 2003 IECC COMcheck-EZ So$ware Version 3.0 Release 2a Section 1: Allowed Lighting Power Calculation p B C D T otal Floor Allowed Allowed Area Watts Watts Area CateQorv (ff21 (watts/$21 B x Cl Retail Sales, Wholesale Showroom 6107 1.7 10382 Allowance: Merchandise Display/Fix. ID: T 1 2580(a) 1.6 2580(b) Allowance: Merchandise Display/Fix. ID: DL-205 200(a) 1.6 200(b) Restaurant 2919 0.9 2627 Allowance: Decorative/ Fix. ID: DL-211 160(a) 1 160(b) Allowance: Decorative/Fix. ID: DL-210 80(a) 1 80(b) Allowance: Decorative/Fix. ID: DL-207 539(a) 1 539(b) Allowance: Decorative/Fix. ID: DL-204 640(a) 1 640(b) Allowance: Decorative/Fix. ID: DL-203 800(a) 1 800(b) Lobby -Other 438 1.3 569 Allowance: Decorative/Fix. ID: DL-206 238�a) 1 238(b� Allowance: Decorative/ Fix. ID: DL-201 200�a) 1 200(b) Office 2080 1.1 2288 Corridor, Restroom, Support Area 11536 0.9 10382 Storage, Industrial and Commercial 4063 0.8 3254 (a)Area claimed iraist not exceed the illuminated area pernritted for this allowance type. (b)Allowance is(B x C)or the actual wattage ofthe fixtures given in Section 2,whichever is less. Total Allowed Watts = 34940 Section 2: Actual Lighting Power Calculation p B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lam�Description/Wattaee Per Lamp/Ballast Fixture Fixtures Watt. x E A1 6" DOWNLIGHT /Triple 4-pin 32W / Electronic 1 27 35 945 A2 6" SURFACE/ Triple 4-pin 32W / Electronic 1 30 35 1050 A3 9" SURFACE/ Triple 4-pin 42W / Electronic 2 18 90 1620 AS LOW VOLT MR16/ 37W MR16/Electronic 1 114 37 4218 A6 QUARTZ FLOOD/ Incandescent 150W 1 26 150 3900 A7 6" DOWNLIGHT /Triple 4-pin 32W /Electronic 1 7 35 245 A8 4° LOW VOLT MR16/ 37W MR16/ Electronic 1 11 37 407 A9 6" DOWNLIGHT / Triple 4-pin 32W / Electronic 1 3 35 105 D 4' WRAP /48" T8 32W /Electronic 2 9 64 576 DL-201 CHANDELIER/ Incandescent 2�W 8 1 200 200 DL-202 CHANDELIER/Incandescent 25W 6 2 150 300 DL-203 CHANDELIER /Incandescent 40W 1 2 400 800 DL-204 CHANDELIER/ Incandescent 40W 8 2 640 1280 DL-205 WALL SCONCE/Incandescent 40W 1 5 40 200 DL-206 PENDANT / (1�40W & (1)37W 2 4 77 308 DL-207 PENDANT / (1}40W & (1)37W 2 7 77 539 DL-209 WALL SCONCE/Incandescent 40W 1 40 40 1600 DL-210 WALL SCONCE/Incandescent 40W 1 2 40 80 DL-211 WALL SCONCE/Incandescent 40W 1 4 40 160 DL-212 WALL SCONCE/Incandescent 25W 2 4 50 200 F4 4' STRIP /48" T8 32W /Electronic 2 21 64 1344 F8 8' STRIP /48" T8 32W / Electronic 4 1 128 128 G 2x4 TROFFER/48" T8 32W / Electronic 3 34 96 3264 G1 2x4 TROFFER/48" T8 32W / Electronic 3 8 96 768 G2 2x4 TROFFER/48" T8 32W / Electronic 3 4 96 384 G3 2x2 TROFFER/ 24" T8 17W / Electronic 3 8 51 408 J SINGLE LAMP STRIP /48" T8 32W /Electronic 1 5 32 160 K 8' TANDEM SINGLE/48" T8 32W / Electronic 2 72 64 4608 M 4' WALL BRACKET /48" T8 32W /Electronic 2 5 64 320 S3 ELEV PIT / Incandescent 60W 1 2 60 120 T 1 TRACK/ 30w per foot 1 86 30 2580 Tota1 Actual Watts= 32817 S ection 3: Compliance Calculation Ifthe Total Allowed Watts minus the Total ActTCal Watts is greater than or equal to zero, the building complies. Tota1 Allowed Watts= 34940 Total Actual Watts= 32817 Project Compliance= 2123 Lighting PASSFS: Design 6%better than code Permit Number Lighting Compliance Certi�cate cne�kea ByiDace 2003 IECC COMcheck-EZ So$ware Version 3.0 Release 2a ��WIIIW �� Data filename: P:\20F90D�1\ADMIN�EIec A\SCHEDU�I\BUILDI�l\BLDG-B�I.CCK ��OQ R �' ��,�� _ \``�oe• O��p� . i 'f� / S ection 1: Project Information _v�=Q�� = _ ° � �. � Project Name: Vail's Front Door � � ;�a Building B - Spa � �:.`�.,�� Designer/Contractor: ABS Consultants, Inc. F •....••'��`.`� Document Author: Michael Rogers, LC �� i;,,,,,��'��°�``'°`� Section 2: General Information �1AN 1 0 ZO�� Building Use Description by: Activity Type Project Type: New Construction Activitv Tvne(sl Floor Area Corridor, Restroom, Support Area 7237 Office 468 Hotel Function 5457 Lobby-Other 1073 Exercise Center 2416 Retail Sales, Wholesale Showroom 578 Section 3: Requirements Checklist Bldg. � Dept. � Use � � Interior Lighting [ ] � 1. Total actual watts must be less than or equal to total allowed watts � Allowed Watts Actual Watts Complies(Y/N) � 23144 22820 YES � � Exterior Lighting [ ] � 2. Efficacy greater than 45 lumens/W � Exceptions: � Specialized lighting highlighting features ofhistoric buildings; signage; sa�ty or security lighting; � low-voltage landscape lighting. ... � � Controls, Switching, and Wiring [ ] � 3. Independent controls �r each space(switch/occupancy sensor). � Exception: Areas that must be continuously illuminated. [ ] � 4. Master switch at entry to hotel/motel guest room. [ ] � 5. Individual dwelling units separately metered. [ -] � 6. Each space provided with a manual control to provide unifarm light reduction capability. � Exceptions: � Only one luminaire in space; An occupant-sensing device controls the area; � The area is a comdor, storeroom, restroom, or lobby; Areas that must be continuously illuminated; � Areas that use less than 0.6 Watts/sq.$. [ ] � 7. Automatic lighting shutoffcontrol in buildings lazger than 5,000 sq.$. [ ] � 8. Photocell/astronomical time switch on exterior lights. � Exceptions: Areas requiring lighting during daylight hours [ ] � 9. Tandem wired one-lamp and three-lamp ballasted luminaires. � Exceptions: � Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this peimit application. The proposed lighting syste�n has been designed to meet the 2003 IECC, Chapter 8, requirements in COMcheck-EZ Version 3.0 Release 2a and to comply with the mandatory requirements in the Requirements Checklist. �"�«.K�4rr.� /�v��i�S f G� ��t/• a� 1- �!�OCo Principal Lighting Designer-Name Signature Date Lighting Application Worksheet 2003 IECC COMcheck-EZ So$ware Version 3.0 Release 2a Section 1: Allowed Lighting Power Calculation �, B C D T otal Floor Allowed Allowed Area W atts W atts Area Cate�orv (i�2) (watts/$21 B x Cl 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 96(a) 1 96(b) Allowance: Decorative/Fix. ID: DL-115 1271(a� 1 1271(b) Allowance: Decorative/Fix. ID: DL-113, DL-ll3EM 72(a) 1 72(b) Allowance: Decorative/Fix. ID: DL-112 150(a> 1 150�6) Allowance: Decorative/Fix. ID: DL-ll 1 416(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) Allowance: Decorative/Fix. ID: DL-106 160(a) 1 160�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. ID: F8 432(a) 1.6 432(bj (a)Area claimed must not exceed the illuminated area pernritted far this allowance type. (b)Allowance is(B x C)or the actual wattage ofthe fiactures given in Section 2,whichever is less. Total Allowed Watts = 23144 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/ Ballast Fixture Fixtures Watt. x E --�... __ A2,A2EM 6" DOWNLIGHT / Triple 4-pin 26W /Electronic 1 23 26 598 A3 LOW VOLTAGE/MR16 1 29 37 1073 A4 6" DOWNLIGHT / Triple 4-pin 42W /Electronic 1 2 42 84 AS 4" DOWNLIGHT /Triple 4-pin 26W / Electronic 1 18 31 558 B 1 SHOWER/Incandescent 75W 1 11 75 825 B2 STEAM RM/ 37W FLOOD 1 10 37 370 C1,C2, C LOW VOLTAGE ACCENT / 37W 1 38 37 1406 DL-100 CHANDELIER/Incandescent 2�W 1 1 225 225 DL-101 PENDANT /Incandescent 25W 3 1 180 180 DL-103 SCONCE/ Incandescent 40W 1 6 40 240 DL-104 FITNESS FLUORESCENT / Quad 2-pin 26W /Electronic 4 14 106 1484 DL-105 WALL SCONCE/Quad 2-pin 18W / Electronic 2 16 36 576 DL-106 LOCKER RM SCONCE/Incandescent 40W 1 4 40 160 DL-107 SPA SCONCE/Incandescent 25W 4 2 100 200 DL-108 SPA CEILING/Quad 2-pin 18W /Electronic 2 2 36 72 DL-109 SPA CHANDELIER/Incandescent 60W 5 1 300 300 DL-111 LOCKER RM FLUORESCENT /Twin Tube 24/26/27W /Electronic 1 16 26 416 DL-112 LOUNGE WALL SCONCE/ Incandescent 25W 3 2 75 150 DL-113, LOBBY CEILING/Twin Tube 18W / Magnetic 4 16 72 1152 DL-115 TREATMENT RM/ Quad 2-pin 26W /Electronic 1 41 31 1271 DL-116 RETAIL PENDANT / Incandescent 40W 1 2 40 80 DL-117 LADIES LOLTNGE/Triple 4-pin 32W /Electronic 3 1 96 96 F1, F1EM 46" SINGLE LAMP STRIP /28W TS /Electronic 1 14 36 504 F2, F2EM 46" SINGLE LAMP STRIP /28W TS /Electronic 1 8 36 288 F3 SINGLE STRIP /48" T8 32W / Elec,-tronic 1 12 41 492 F4 46" SINGLE LAMP STRIP / 28W TS /Electronic 1 8 36 288 FS 8' STRIP / SSW TS / Electronic 2 2 132 264 F6 4' STRIP /Other/Electronic 1 2 70 140 F7 CEILING WASH/Metal Halide 70W /Electronic 1 6 82 492 F8 RETAII. CASE FIXTURE/ 28W TS /Electronic 1 12 36 432 G2 UPLIGHT / 37W FLOOD 1 10 37 370 J4 STRIP /48" T8 32W / Electronic 2 3 64 192 J8, J8EM 8' TANDEM/48" T8 32W /Electronic 4 10 128 1280 K, KEM 4' WRAP /48" T8 32W / Electronic 2 11 64 704 K1 4' UPLIGHT /48" T8 32W / Electronic 1 7 32 224 K2 3' UPLIGHT / 36" T8 25W / Electronic 1 6 25 150 MEM STAIR WALL BRACKET /48" T8 32W /Electronic 2 1 64 64 N PIT LIGHT / Incandescent 60W 1 3 60 180 R, REM 2x4 TROFFER/48" T8 32W / Electronic 3 13 96 1248 R1, R1EM 2x4 TROFFER/48"T8 32W /Electronic 2 49 64 3136 R2 2x4 INDIRECT /48"T8 32W /Electronic 3 1 96 96 T UNDERCONTER/24V lOW 8 8 80 640 T 1 UNDERCONTER/24V lOW 4 3 40 120 Total Actual Watts = 22820 S ection 3: Compliance Calculation Ifthe Total Allowed Watts minus the Total Acti�al Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 23144 Total Actual Watts = 22820 Project Compliance= 324 T Lighting PASSFS: Design 1%better than 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 #: A07-0098 ��j1� �7 ( �l� Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITEBUILDING 'A' Applied . . : 09/14/2007 Parcel No...: 210108278002 Issued . . : O1/14/2008 Project No : �� _�z � Expires . .: 07/12/2008 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 FRON"T DOOR BUILDING 'A' WIRE AND PIPE ONLY Valuation: $106,563.00 a+**r�r*r*r�+�**►***r*:r*�+*�are*►�+r******at�s*:rr�***�****+*****x*** FEE SUMMARY �`a*****�*+**a�+►******�r*****ax****t�*r+r**e***r�*�+****+►+* Electrical---------> $o.o o Total Calculated Fees--> $4,z 2 a.11 DRB Fee---------> $o.o o Additional Fees----------> $o.o 0 [nvestigation----> $0.00 Total Permit Fee--------> $4,228.11 W ill Call---------> $0.0 0 Payments------------------> $4,2 2 8.11 TOTAL FEES--> $4,2 2 a.i i BALANCE DUE--------> $o.o 0 a****rw�►�****�**s****..r:+*�rr*+******tv*x.**�.**��*r��+��*«*:**r*rt*��*�*r►r►�*��***t«**�:**r**r*�+r�*r*a**«+r�t�+*+**r�*r�**.*+*r*++r«+r+► Approvals: Item: 05600 FIRE DEPARTMENT 09/24/2007 mcgee Action: DN Plans cio not meet minimum requirements tor or review. Plans do not reflect ceiling heigth or slope in all rooms . Walls and beams are not distinguishable. Beam depth is not specified. Plans do not contain information required under NFPA 72 - 4 . 5 . 11 . .Recommend reviewing appednicies as well . 10/11/2007 mcgee Action: AP wire pull permit . The wire pull permits are approved subject to final changes on the alarm plans from BCER. **�*..*****.»�**.*.****•*�********»�.***.�****►�*�*.*.****�+.+******«***..*:*�*��*�+**.*«**s**.**.****s�*�*..,..******«*.*.��.�.....*�.***++*.* CONDITIONS OF APPROVAL ..*�,*..**..*.*�.�**,..*,*..**.*.*.*****.*.*.*�.*.�***.***.*«*,**.*.*.*.***.*.**M********.�.�*.*�.�..*�,:..**,*.*.*.�.�*�**�.....**,:*.*.*�.*�..... 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 t reto. REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVAN ELE HON�F.9�-�?� 79-2252 FR DA-AM-5 PM. SI RE O O TRACTOR FOR HIMSELF AND OWNER ******�****************************+******************************************************** TOWN OF VAIL, COLORADO Statement ************************************************************�******************************* Statement Number: R080000053 Amount: $4,228 . 11 O1/14/200801:32 PM Payment Method: Check Init: DDG Notation: Encore Electric 1883 ----------------------------------------------------------------------------- Permit No: A07-0098 Type: ALARM PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: $4,228 .11 This Payment: $4,228. 11 Total ALL Pmts: $4,228 .11 Balance: $0. 00 ***************�***********************************+**************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------—---------- ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 3, 996.11 PF 00100003112300 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- HYDERSUBMITTAL COVER 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: �-2t�z�99�.,, � lalo� PHONE: ATTENTION: Charlie Davis PROJECT: VFD Site Work & Bldg A - Garage/Dock HCI Job No. 26006 WE SENDIN • BMITTED F R: A TION T N: ❑ Shop Drawings � Approval ❑ Approved as Submitted � Letter � Your Use ❑ Approved as Noted ❑ Prints � As Requested ❑ Retumed 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: Remarks: Vails Front Door permit#B06-0018 Building A Generator Load test report for review and acceptance. cc: Signed: Kyung Kim __-- ___.___.�,�.�....Q_�.x,�.,.,a.�„� -,�.�._,-�._�h�«�� Rocky Mountain � December 6, 2007 �� ' �� Job/GL Gode; �ccrued Tax: _...,,,._ .,. Encore Electric ' 2107 West College Avenue Englewood, Colarado 80110 Project and Equipment Reference: Vail's Front Door Onan Generator Set Made1350DFEG, s/n 8070017711 To Whom It May Concern: Start up and systems check out of the above referenced project and equipment has baen completed on November 16, 2007. The one year warranry has commenced as of the start up and systems check out date. Cummins Rocky Mountain LLC considers this testing to be final acceptance of the equipment. Please note that maintenance and scheduled service are not included with warranty and that maintenance in accordance with the manufacturer's instruction/ns and recommendations will help protect warranty coverage. For information on maintenance and scheduled service contracts please contact us at 303-927-2282. It has been our pleasure to supply you with this equipment and we appreciate the opportunity to do business with you. If we may be of any further assistance,please call. Cummins Rocky Mountain LLC Power Gs�2eration Division Robin Johnson Onan Warranty Cummins Rocky Mountain LLC 8211 East 96th Avenue Henderson,CO 806d0 Phone 303 287 0201 Fax 303 286 3776 Toll Free II00 927 7201 �� i � Cummins Rocky Mountain, lndustrial/Generator Division 8213 East 96th Avenue, Henderson, Co 80640-8523 Phone (303) 286-7697 Fax (303} 287-4837 Initial Start Up System Checkout and Test Record Start Up Date: � �n ivaV �� Owner.• VA/L'S FRONT DOOR VAIL'S FRONT DOOR 959 VAIL LANE VAIL, COLORADO 81657 Contractor: ENCORE ELECTRIC, INC. 2107 WEST COLLEGE AVENUE ENGLEWOOD, �OLORADO 809?0 , �:;,. Manufacturer: onan ; Vlodel Number.350 DFEG ��p/�p � Serial Number. v7e�oi7 7// ��` J�. ��-:�.'�"' , R _ ... Manufact�.cw, ' Zen�#h Vlodel Nutmb .�,TG 800 Z�� A-E� o — L5`7 FSn�- —Z- Serlal Number. . � � j-�;;� � Manufacturer: Zenith Vlodel Number,zTG soo Z�5` !�-vf;;��/ �--C�7�sU�jt --� Serial Number:_ 15l �'"I l-- l �� Manufacturer: Y,_ Vlodel Number: °��'� Seriai Number: Manufact�rer. Vlodel Number: , .,_:_=,Serlal Number: Manufacturer: Vlo�1�1 Number: _.. � .S�rial�lumber: Manufacturer: Vlodel Number: Serial Number. Page 1 . , I Init►al Installation and Prestprt Checks I Sound REA )NGS: ; Please Click Sound Readings Link to Access Form Fue►Sy'� �Natural Gas �LPG Vapor �LPG Liquid Manua!Shut Off Valve Primary Cas Pressure Regulator Gas Votume Surge Tank Dry Fuel Stralner Flexfbie Fue/Connectlon Gas Available;_Water Column No Load,_Water Column Full-Load �Gasollne Flex/ble Fue/Connectlon Supply Primer Tank(If Requiredl Gasol)ne Avaflable Primed iesel Flexlble el Connectlons fsupp/y and Rerurnl o Englne �Supply Tank �Day Tank ase Tank �Day Tank Screen�FflterASSemblyAhead of Fuel lnlet Fue!Transfer Pump and/or Solenold Valve Day Tank�Ioat Switch Wired to Fuel Transfer Pump (A.C. or D.C.1 CheckValves on Englne Fuel Return/Overflow Line to Maln Tank One Size Larger than Supply u eve!below In�ectors le uel Avallable eed�1ese! Exhausi System Flexib/e Exhaust Tubing E ust Condensatfon Trap �v r �G� ��''G L,"�G er or Exhaust Piping Slze ong-Radius Exhaust Elbows Ex `st Thlmble ain Cap/Beveled End wfth Screen rayc 2 � --___________.. � Initial Installation and Prestari Checks Mode% E/ecfrica/Check Oui S/N: AMPS: ' Generator Maln Circuft Breaker- Closed Phase Rotation atATS �Clockwise Rotation tAeCJ �Counter Clockwise Rotation fAC81 �ATS Voltage set points �Under Vo/tage �� t (� BPick Up 9�0 of Normal Drop Out 9�0 of Pickup [�Over Voltage �Drop Out 9�0 of Normal Delay seconds �Frequency Sensing at ATS BPfckup % of Norma! De/ay seconds Voltage Hertz Aliow Proper No Load Warm Up Start up(Add load) e or Svultch 1n Run Positfon dd Load by Load Bank-if required Automatic Starl SetATS Tlme Delays RE-Check Oil&Coolant Levels Selector Swltch in AUTO Operatfon Genset ATS Lfnear Mvtor Swltch- On Slmulate Power Failure (Lltfiltyr Mafn Breaker or T.est�vitch at the Awtomatfc Transfer Swltci�l Engine/Generaio► E e Start OK e&Gen rator Under toad OK D ess re�ibs Temperature � Degrees nusual NoisesNibra fons � Page 5 �. -- __._._._.__., _ _, :_ �v.., Initiol Installotion and Prestart Checks Model: Auiomatic Loqd Transfer Switch S/N: Transfer to Emergency- OK j Remove toad fMaln ereaker or Test Switch in the Auto Load Transfer Switchl Start Tlme Delay Seconds Transfer Tlme Delay Seconds Program Transltfon Time De/ay seconds Vottage Hertz Return Load to Normal lMain Breaker or Test SwitchJ Re-TransferTlme Delay minutes Program Transition Time Delay seconds Re-Transfer to Normal OK Cool Down Perlod minutes Englne Shut-DOwn OK Acceuories Supply Tank to Engine Remote Annunc/ator Functlonal Set Battery Charger Chargfng Rates VDC Float VDC VDC Epualfze VDC aExereserCiock, set t►me and day �Set Exerclse Perlod finaf Instailatfon Recommendallons I � Page 6 Initial lnstallation and Presfart Checks I' Onan Warronty lnitiallon Engine/Generator-In Service Date: r� �/� �'i Automatic load Transfer Swttch -In Servlce Date: Check Out&Initial Start Up Performed By: �,�� Date: �� f '�� Performed By: Date: Witnessed By:��f��j.,�{-j-�,'_, Date: 6 � Company: k-°,,�JC�� (�:c.T.�c.-c.�,: Flnal Check Engine Switch In Remote Posltion Generator Ffeld ereaker On Transfer swltch connected to Normal Transfer SwTtch in Auto Posltion Exercfser Clock Operatlonal Instruction Given To: nowner �atP: �Contractor Date: �Other, Speclfy Date: Date: Date: Date: i Page 7 Generetor Model and Cantro!Informatian �I Complete Generator Set Model and Spec. Number ��i'c::�, �?�';��c�cl f � Generator Seri�1 Number l�x��7v��-7 "�� Controi: 100 ControL• 3100 Contral: 3200 ControL- other: Where applicable llst generator control information. Control calibratfon P/N: 3�- L-/S�' Control checksum number: List All Feature P/N's:_ �s'y��z- .�'�'j�c%"��f S��i? SJ L�, ss7�j �3�7 Sl�s3 — �'"Fv E'.i - S 7LZ- s'��7 s78n G /S`21' _ �/S�f _ Gr/ / Page 8 C u m m i n s �ndustria! / Generator Div'rsion 8213 East 96th Avenue • Henderson, CO 80640 R O C K Y M O U N T A I N L L.C Phone: 303-287- - - _ I 0201 • 800 927 7201 Fax: 303 286-3776 Load Bank Test Results Job Name: ��i� - �"� �� i c � J 7� � � �7 Date: ��,//� � 7 Contractor: ��`t�C�c'�'�'-c:" �C Fr�� l � Power Factor: ', Model Number: �� 7��!� �� Hours 7ested: � Serial Number: '7��70 (tJ(�7 7 // Performed By: ✓��. �� Voltage Voltage Voitage Amps Amps Amps OIL Water Ambient Time L1 L2 L3 L1 L2 L3 KW HZ PSI Temp Temp f>�Y� �°��' �f��' �f�� %fau ��'v �va 3.�� a0 `f`�1 /z3� ��rs �°�� v �fU�� fov yc�u :3 3l- �.iG� �7 �� e�� %�v �� a �v�a �3�- v�? �`1' !�� `�r S �f�r� �t�'� ��r) �t�C� vf�� i�� .�.��'� �ca �� %�� y�`f�'� .' � ✓t _ U 1/�l)C� r, . ,� _ � ,, ..- f?''�J d7��' �`�' �OCJ `��'� J.� � (�li �'Yj' l`'i 7 1�r�' y�'v �n `f fl� �a� ��r� �vca �3z G�U �� !�� t� ��'c� �� tf� �f U r� �f UU' �fr�c� ?� �l '�f r� !�7 t r s ��v �� f� � �v �uo �aa � 3� �o � f u� l��f� �f�� f�c� �°i� ��CJ �fv� �a� �� lO� ��i �� Comments: Customer Signature: Date: �'� _____-- - ._�___..��R .�..m��._1 �:�.,�-.�;�;: r ti ROCIq/ Mountain � December 6, 200� �E� i v' 2007 Jab/GL Code: '�ccrued Tax: _�,,,,,._ ,, - Encore Electric ' 2107 West College Avenue Englewood, Calarado 80110 Project and Equipment Reference: l�ail's Front Door Onan Generator Set Model 350DFEG, s/n B070017711 To Whom It May Concern: Start up and systems check out of the abo►�e referenced project and equipment has been completed on November 16, 2007. The one year warranty has commenced as of the start up and systems check out date. Cummins Rocky Mountain LLC considers this testing to be final acceptance of the equipment. Please note that maintenance and scheduled service are not included with warranty and that maintenance in accordance with the manufacturer's instruction/ns and recommendations will help protect warranty coverage. For information on maintenance and scheduled service contracts please contact us at 303-927-2282. It has been our pleasure to supply you with this equapment and we appreciate the opportunity to do business with you. IJ'we may be of any further assistance,please call. Cummins Rocky Mountain LLC �ower Generation Division Robin Johnson Onan Warranty Cummins Rocky Mountain LLC 8211 East 96th Avenue Henderson,CO 80640 Phone 303 287 0201 F�303 28r 3776 Toll Free 800 927 7201 �nn� i � Cummins Rocky Mountain, Industria!/Generator Division 8213 East 96th Avenue, Henderson, Co 80640-8523 Phone (303) 286-7697 Fax (303) 287-4837 Initial Start Up System Checkout and Test Record Start Up Date: � b /vaV Q� Owner.• VAIL'S FRONT DOOR VA/L'S FRONT DOOR �59 VAIL LANE VAIL, COLORADO 81657 Corltractor: ENCORE ELECTRIC, lNC. 2i07 WEST COLLEGEAVENUE ENGLEWOOD, �OLORADO 80990 . _,; Manufacturer: Onan ; . Vlode/Number.350 DFEG ��p/�p � ��:. Serial Number. �� _ ,�,.�i t�7t�Q/� �// �,.,. $� ;�� ka:` Manufact .r • �eni_th � '� Vlodel Nuliib .�TG 800 ZC,S A-p o - �`7�Sn� -Z,. Serfal Number: , � 1 1�';� k Manufacturer.• Zenith Vlodel Number.ZTG 800 �G'j S �p�,�j�/ ,--�j��s-U�j� _� serial Number: _ !S l I!- 1 �� Manufacturer: ;i.... Vl�de!Number: - Serial Number: Manufacturer. V►ode!Number: . . ..,..::...Serlal Number; Manufacturer.• VJo�I�!Number: _.. � ,S�t�ial Number. Manufacturer.• Vlodel Number: Serial Number; Page T ' , lnitial lnstallation and Prestart Checks Sownd REAb►NGS: ;. Please Ctick Sound Readings tinK to Access Eorm Fuel Syslem �Natural Cas �LPC Vapor �LPG Liquid Manual Shut Off Valve Primary Gas Pressure Regulator Gas Volume Surge Tank Dry Fue►Stralner F/exl6le Fue!Connectlon Cas Available;�Water Column No Load,!Water Column Fu!!-toad �casoline F/exlbfe Fue!Connectlon Suppiy Primer Tank�If Requiredl GasolJne Avatlab/e Prfined iesel Flexlble el Connections fSUpply and Returnl o Engine �Supply Tank �Day Tank ase Tank �Day Tank Screen/FilterASSembJyAhead of Fue!In1et Fue1 Transfer Pump and/or Solenofd Valve Day Tank Float Switch Wlred to Fuel Transfer Pump (A_C. or D.C 1 CheckValves on Engine Fuel Return/Overflow Line to Maln Tank One Slze Larger than Supply u eve!below►n)ectors fe uel AvallaB/e eed Dleset Exhaust System Flexible Exhaust Tubing E ust Condensatfon Trap �vT �� ''L ��C:- er or Exhaust Pipfng Size ong-Radius Exhaust Elbows Fx st Thlmble ain Cap/Beveled End wlth Screen ra yC 2 Inrtial Installotion and Presfarf Checks Model: Elecfrical Check Out S/N: AMPS: Generator Main Circuft Breaker-Closed I Phase Rotation atATS � �Clockwise Rotation(ABCI �Counter Clockwise Rotation fAC81 QATS Voltage set points � �UnderVoltage L r BPick Up qo of Normal �.�� Drop Out 9�0 of Pickup �Over Voltage Drop Out �o of Normal Delay seconds �Frequency Sensing at ATS Pfckup � of Normal Delay seconds Voltage Hertz Allow Proper No Load Warm Up Stad up(Add Load) e or Svaltch In Run Position dd Load by Load Bank-ff required Automaiic Sfad Set ATS Tfine Delays RE-Check OfI&CooJant Levels Selector Swltch In AUTO Operatfon Genset ATS Unear Motor Swltch-On SJmulate Power Fafiure IWtlift�r,Mafn ereaker or Test�witch at the Automatic Trar�sfer Swftchl Engine/Generator E e Start OK e&Gen rator Under Load OK O ess re�Ibs Temperature I Degrees nusual Noises/vlbra ions Page 5 � Initial Installation and Prestart Checks ModeL• Aufomatic Load Transfer Switch S/N: i Transfer to Emergency- OK � Remove toad fMafn Breaker or Test Swftch in the Auto load Transfer Switch) i Start Tfine Delay Seconds Transfer Tlme Delay Seconds Program TransJtfon Time De/ay seconds Voltage Hertz Return toad to Normat lMain ereaker or Test Switchl Re-TransferTlmeDelay minutes Program Transition Time Delay seconds Re-Transfer to Normal OK Cool Down Perfod minutes Englne Shut-DOwn OK Accessories Supply Tank to Engine Remote Annunclator Functlonal Set Battery Charger Charging Rates VDC Float VDC VDC Epuallze VDC �ExereserClock, Set time and day �Set Exerclse Period Finaf InstaNatlon Recommendatlons I � Page 6 . i Initia!Installation and Prestart Checks I 'i Onan Wananty lnitiation Engine/Generatar-in Service Date: �'� �� i� Automatic Load Transfer Swftch -!n Service Date: Check Out&Initia!Start Up Performed By: �,�lf� Date: r�� f '�� Performed By: Date: Witnessed By: ��f��j,�{7-� Date: � 6 company.� k-°,�� ,EI�c.T.�-'c.�-= Flnal Check Engine Switch In Remote Posftlon Generator Fleld ereaker On Transfer Swltch Connected to Normal Transfer Switch in Auto Posltfon Exerciser Clock Operatlonal Insfruction Given To: (�owner na�a: �Contractor Date: �Other, Specffy Date: Date: Date: Date: � I Page 7 i ._ � M Generator Modef and Contrai Informatian i Complete Generatar Set Model and Spec. Number ��c�, �?��=��c'f GeneratorSerial Number_ 13��7�<�,� �r� Control: 100 Control. 3100 ControL• 3200 Control: other: Where applicab/e 11st generator control fnformation. Control cal�bratfon P/N: 3�- L-/S� Gontrol checksum number: List All Feature P/N's: �'yF�i- ��f�=''f �� s�c�G�. �s7°j ss`�7 ��s3 s �.3 - s�Zz- - ��f7 — S7�'n �r /Sc'1' G•• /S9 �.r�� Page 8 I � �� C u m m i n s �ndustriai /Generator Division I 8213 East 96th Avenue • Henderson, CO 80640 � R O C K Y M O U N T A t N L L C Phone: 303-287-0201 • 800-927-72d1 Fax: 303-286-3776 Laad Bank Test Resuits Job Name: ��i� � >`�'��" � tai� Date:__ j�j/C � 7 i Contractor: ��i��'-� �L�c`�aZ.�f l �� Power Factor: ; Model Number: ��j �7�� /(� G��= Hours Tested: � I Serial Number: _!7��70 (lJ(�7 7 l� Performed By: �/�� Voltage Voltage Voftage Amps Amps Amps OIL Water Ambient Time L1 L2 L3 L1 L2 L3 KW HZ PSI Temp Temp a�� a� �� ,�� 1�� o�Cs �?�� v �U�� uv �� 3z- �.�G� �7 l�� 5 �'�� t�J �f�v �f�i� �"�o ��a �3l- U�' �I� f�� r� �`f�� f�`'� ��c> �t�(� �-f�� fiUv 3 ..�.�,� �vc� `f�1� ��,�- G��'� �'t''�J !�f�c� � �� /J.. << _ E f, ..- � lu� �'v� �v� 3�.� �� (�u �� U7 I�r-�' y�v �� f�a �U� �� l�C� �.�'Z- fvv %�� !u� ��t� ��c� �� f�u �lr�`t� �fvU Lf�4i �� `�� r�7 ! r S �� l�r� �f� o �� oo �a � 3� �,o � l�� l�4�� i�� f�c� ��i1 `fou ��v �o� �.3� �d ��i �� Comments , Customer Signature: Date: �� --_--- __._a__��..ma,.� _�.�z,.�.� �:�w ROCIC]/ Mountain � December 6, 2007 9E� � �' �Q�� J�b/GL Gode: '�ccrued Tax: _�.,,,,._ �. Encore Electric ' 2107 West College Avenue Englewood, Colorado 80110 Project and Equipment Reference: Vail's Front Door Onan Generator Set Mode13SODFEG, s/n B070017711 To Whom It May Concern: Start up and systems check out of the above referenced project and equipment has been completed on November 16, 2007. The one year warranry has commenced as of the start up and systems check out date. Curnmins Rocky Mountain LLC considers this testing to be final acceptance of the equipment. Please note that maintenance and scheduled service are not included with warranty and that maintenance in accordance with the manufacturer's instruction/ns and recommendations will help protect warranty coverage. For information on maintenance and scheduled service contracts please contact us at 303-927-2282. It has been our pleasure to supply you with this equipment and we appreciate the opportunity to do business with you. If we may be of any further assistance,please call. Cummins Rocky Mountain LLC Power Generation Division Robin Johnson Onan Warranty Cummins Rocky Mountain LLC 8211 East 96th Avenue Nenderson,CO 806d0 Phone 303 287 0201 Fax 303 286 3776 Toll Free 800 927 7207 i = � Cummins Rocky Mountain, lndustrial/Generator Division 8213 fast 96th Avenue, Henderson, Co 80640-8523 Phone (303) 286-7697 Fax (303) 287-4837 lnitial Start Up System Cf►eckout and Test Record Start Up Date: � �o IvaV 4� Owner: VA/L�S FRONTDOOR VA/L'S FRONT DOOR 959 VA/L LANE VAIL, COLORADO 81657 Contractor: ENCORE ELECTRIC, INC. 2107 WEST COLLEGE AVENUE ENGLEWOOD, �OLORADO 80�10 , ��- Manufacturer: onan t Vlodel Number.350 DFEG ��p/�p � �� Serial Number: ��p�� ,�- <..: F'.:.:. Manufact�rw „• zenith Vlodel Nut»b .�,TG 800 ZC�` A-E� o - �`��So�- -Z� Serfal Number.- . ( � J--�:;� �' Manufacturer: zenith Vlodel Number.ZTG 800 �S �-of�' �7 �--a7�sU�jS --� Serial Nurnber: _ t 5� �•�'!l— l �� Manufacturer: ;{._. Vl.�del Number: °��` Seria!Number: Manufact�rer. Vlode/Number: . . .,..:;�=.Serlal Number: Manufacturer: Vlo��el Number: . � .S�t�ia!Number. Manufacturer: Vlodel Number: Serial Number: Page 1 ' Initial lnstallation and Presfart Cftecks (-Sound REA 1NGS::: Ptease Click Sound Readings Lfnk ta Access Eorm Fuel System �Natura!Gas �LPC Vapor �LPG Lipuid Manual Shut Off Valve Primary Gas Pressure Regulator Gas Volume Surge Tank Dry Fuel Stralner F/exidle Fue/Connectlon Cas Avallable;_Water Column No Load,_Water Column Fult-toad �Caso►Ine Flexlble Fue/Connectfon Suppfy Primer Tank(!f Requiredl Gasollne Avallable Primed lese! Flexible el Connectlons tSupply and Returnl o Engine �Supply Tank �Day Tank ase Tank �Day Tank Screen/Ff�terAssemblyAhead of Fuel►nlet Fuel Transfer Pump and/or Solenofd Valve Day Tank Fioat Switch Wlred to Fuef Transfer Pump fA.C. or D.C.1 CheckValves on Engine Fuel Return/Overflow Cine to Main Tank One Size Larger than Supply u eve!below►nj�ectors fe uel Avallable eed�Ieset Exhaust System Flexible Exhaust Tubing E ust condensat�on trap �'j'vT C� t�r r%'C �—�'G er or Exhaust Plping Size ong-Radius Exhaust Elbows Ex st Thlmble afn Cap/Beveled End with Screen rvyc 2 � Initial/nstallation and Prestart Checks Mode/: Electrical Check Ouf S/N: AMPS: Generator Maln Circuft ereaker- Closed Phase Rotation atATS �Clockwlse Rotatlon(ABCI �Counter Clockwise Rotation fACel � �ATS Voltage set points � �UnderVoltage �� t (� BPick Up 3�, of Normal Drop Out �o of Pickup �Over Voltage Drop Out % af Normaf DelaV seconds �Frequency Sensing at ATS BPfckup % of Norma! De/ay seconds Voltage Hertz Allow Prpper No Load Warm Up Start up(Add load) e or Switch in Run Pos)tfon dd Load by Load Bank-if required Automcrtic Sfad SetATS Tfine Delays RE-Check Oil&Coolant Levels Selector Swltch In AUTO Operatfon Genset ATS tlnear Motor SwJtch- On S)mu/ate Power Faflure IWtliftyr,Mafn Breaker or Test�vitch a.t the A�tomatfc Transfer Swftch! Engine/Generaio► E e Start OK e&Gen rator under Load OK D ess re�ibs Temperature I Degrees nusual Noises/vibra fons Page 5 Jnitial Instaltation and Prestart Checks Modeh. Automatic Loqd Transfer Switch S/N: i Transfer to Emergency- OK ' Remove load fMaln sreaker or Test Switch in the Auto Load Transfer Switchl Start Tfine Delay Seconds Transfer T1me Delay Seconds Program Transftion Time De/ay Seconds Voltage HertZ Return Load to Normal(Main 8reaker or Test Switchl Re-Transfer Ttme Delay minutes Program Transition Time Delay seconds Re-Transfer to Normal OK Coo/Down Perlod mtnutes Englne Shut-DOwn OK Accessories Supply Tank to Engine Remote Annunclator Functlonal Set Battery Charger Charging Rates VDC F/oat VDC VDC Epuallze VDC �Exere serGock, Set tlme and day ❑Set Exerclse Pertod Flnal Inslallatfon Recommendallons i Page 6 lRif� i ral Instatlat►on and Presfart Checks � Oncrn Waaantylnitiation Englne/Ceneratar-In Service Date: ri �/� �'i Automatic Load Transfer Swttch -!n Servfce Date: Check Out&Initial Siari Up Performed By: �,�11� Date: r�� Performed 8y,• Date: WitnessedBy: ��,rV�`�j,,�j-��„ Date: ///�j�� company: k°�lC��- �(�G-T'��.% _..�F�_- F/nal Check Engine Switch/n Remote Posltlon Generator Ffeld ereaker On Transfer Switch connected to Normal Transfer Swftch in Auto Positfon Exercfser Clock Operatlonal lnsfrucHon Glven To: �owner �atp_ �Contractor Date: �Other, Speclfy Date: Date: Date: Date: � Page 7 .� , ; Generatar Model and Control Informatian ' Complete Gerrerator Set Model and Spec. Number ��rr�, �?<<;��cl,c I �enerator Serial Number 13��7��-7 �� Control: 1�Contral: 3100 ControL• 3200 Control: other: Where applicab/e llst generator control informatfon. Control calibratfon P/N: 3�- G/.s'� Control checksum number: ListAll Feature P/N's: �s�� .�K'f`�=''f J�� sS� �s� ss�7 3l,�s3 - �' S3 -- S 7ZZ- �'*i�7 S7S� (, 1 S1s' I - G /S� 4.+�n I Page 8 Inrtial Installotion and Presfarf Checks Model: Elecfrical Check Out S/N: AMPS: Generator Main Circuft Breaker-Closed I Phase Rotation atATS � �Clockwise Rotation(ABCI �Counter Clockwise Rotation fAC81 QATS Voltage set points � �UnderVoltage L r BPick Up qo of Normal �.�� Drop Out 9�0 of Pickup �Over Voltage Drop Out �o of Normal Delay seconds �Frequency Sensing at ATS Pfckup � of Normal Delay seconds Voltage Hertz Allow Proper No Load Warm Up Stad up(Add Load) e or Svaltch In Run Position dd Load by Load Bank-ff required Automaiic Sfad Set ATS Tfine Delays RE-Check OfI&CooJant Levels Selector Swltch In AUTO Operatfon Genset ATS Unear Motor Swltch-On SJmulate Power Fafiure IWtlift�r,Mafn ereaker or Test�witch at the Automatic Trar�sfer Swftchl Engine/Generator E e Start OK e&Gen rator Under Load OK O ess re�Ibs Temperature I Degrees nusual Noises/vlbra ions Page 5 � Initial Installation and Prestart Checks ModeL• Aufomatic Load Transfer Switch S/N: i Transfer to Emergency- OK � Remove toad fMafn Breaker or Test Swftch in the Auto load Transfer Switch) i Start Tfine Delay Seconds Transfer Tlme Delay Seconds Program TransJtfon Time De/ay seconds Voltage Hertz Return toad to Normat lMain ereaker or Test Switchl Re-TransferTlmeDelay minutes Program Transition Time Delay seconds Re-Transfer to Normal OK Cool Down Perfod minutes Englne Shut-DOwn OK Accessories Supply Tank to Engine Remote Annunclator Functlonal Set Battery Charger Charging Rates VDC Float VDC VDC Epuallze VDC �ExereserClock, Set time and day �Set Exerclse Period Finaf InstaNatlon Recommendatlons I � Page 6 . i Initia!Installation and Prestart Checks I 'i Onan Wananty lnitiation Engine/Generatar-in Service Date: �'� �� i� Automatic Load Transfer Swftch -!n Service Date: Check Out&Initia!Start Up Performed By: �,�lf� Date: r�� f '�� Performed By: Date: Witnessed By: ��f��j,�{7-� Date: � 6 company.� k-°,�� ,EI�c.T.�-'c.�-= Flnal Check Engine Switch In Remote Posftlon Generator Fleld ereaker On Transfer Swltch Connected to Normal Transfer Switch in Auto Posltfon Exerciser Clock Operatlonal Insfruction Given To: (�owner na�a: �Contractor Date: �Other, Specffy Date: Date: Date: Date: � I Page 7 i ._ � M Generator Modef and Contrai Informatian i Complete Generatar Set Model and Spec. Number ��c�, �?��=��c'f GeneratorSerial Number_ 13��7�<�,� �r� Control: 100 Control. 3100 ControL• 3200 Control: other: Where applicab/e 11st generator control fnformation. Control cal�bratfon P/N: 3�- L-/S� Gontrol checksum number: List All Feature P/N's: �'yF�i- ��f�=''f �� s�c�G�. �s7°j ss`�7 ��s3 s �.3 - s�Zz- - ��f7 — S7�'n �r /Sc'1' G•• /S9 �.r�� Page 8 I � �� C u m m i n s �ndustriai /Generator Division I 8213 East 96th Avenue • Henderson, CO 80640 � R O C K Y M O U N T A t N L L C Phone: 303-287-0201 • 800-927-72d1 Fax: 303-286-3776 Laad Bank Test Resuits Job Name: ��i� � >`�'��" � tai� Date:__ j�j/C � 7 i Contractor: ��i��'-� �L�c`�aZ.�f l �� Power Factor: ; Model Number: ��j �7�� /(� G��= Hours Tested: � I Serial Number: _!7��70 (lJ(�7 7 l� Performed By: �/�� Voltage Voltage Voftage Amps Amps Amps OIL Water Ambient Time L1 L2 L3 L1 L2 L3 KW HZ PSI Temp Temp a�� a� �� ,�� 1�� o�Cs �?�� v �U�� uv �� 3z- �.�G� �7 l�� 5 �'�� t�J �f�v �f�i� �"�o ��a �3l- U�' �I� f�� r� �`f�� f�`'� ��c> �t�(� �-f�� fiUv 3 ..�.�,� �vc� `f�1� ��,�- G��'� �'t''�J !�f�c� � �� /J.. << _ E f, ..- � lu� �'v� �v� 3�.� �� (�u �� U7 I�r-�' y�v �� f�a �U� �� l�C� �.�'Z- fvv %�� !u� ��t� ��c� �� f�u �lr�`t� �fvU Lf�4i �� `�� r�7 ! r S �� l�r� �f� o �� oo �a � 3� �,o � l�� l�4�� i�� f�c� ��i1 `fou ��v �o� �.3� �d ��i �� Comments , Customer Signature: Date: �� --_--- __._a__��..ma,.� _�.�z,.�.� �:�w ROCIC]/ Mountain � December 6, 2007 9E� � �' �Q�� J�b/GL Gode: '�ccrued Tax: _�.,,,,._ �. Encore Electric ' 2107 West College Avenue Englewood, Colorado 80110 Project and Equipment Reference: Vail's Front Door Onan Generator Set Mode13SODFEG, s/n B070017711 To Whom It May Concern: Start up and systems check out of the above referenced project and equipment has been completed on November 16, 2007. The one year warranry has commenced as of the start up and systems check out date. Curnmins Rocky Mountain LLC considers this testing to be final acceptance of the equipment. Please note that maintenance and scheduled service are not included with warranty and that maintenance in accordance with the manufacturer's instruction/ns and recommendations will help protect warranty coverage. For information on maintenance and scheduled service contracts please contact us at 303-927-2282. It has been our pleasure to supply you with this equipment and we appreciate the opportunity to do business with you. If we may be of any further assistance,please call. Cummins Rocky Mountain LLC Power Generation Division Robin Johnson Onan Warranty Cummins Rocky Mountain LLC 8211 East 96th Avenue Nenderson,CO 806d0 Phone 303 287 0201 Fax 303 286 3776 Toll Free 800 927 7207 i = � Cummins Rocky Mountain, lndustrial/Generator Division 8213 fast 96th Avenue, Henderson, Co 80640-8523 Phone (303) 286-7697 Fax (303) 287-4837 lnitial Start Up System Cf►eckout and Test Record Start Up Date: � �o IvaV 4� Owner: VA/L�S FRONTDOOR VA/L'S FRONT DOOR 959 VA/L LANE VAIL, COLORADO 81657 Contractor: ENCORE ELECTRIC, INC. 2107 WEST COLLEGE AVENUE ENGLEWOOD, �OLORADO 80�10 , ��- Manufacturer: onan t Vlodel Number.350 DFEG ��p/�p � �� Serial Number: ��p�� ,�- <..: F'.:.:. Manufact�rw „• zenith Vlodel Nut»b .�,TG 800 ZC�` A-E� o - �`��So�- -Z� Serfal Number.- . ( � J--�:;� �' Manufacturer: zenith Vlodel Number.ZTG 800 �S �-of�' �7 �--a7�sU�jS --� Serial Nurnber: _ t 5� �•�'!l— l �� Manufacturer: ;{._. Vl.�del Number: °��` Seria!Number: Manufact�rer. Vlode/Number: . . .,..:;�=.Serlal Number: Manufacturer: Vlo��el Number: . � .S�t�ia!Number. Manufacturer: Vlodel Number: Serial Number: Page 1 ' Initial lnstallation and Presfart Cftecks (-Sound REA 1NGS::: Ptease Click Sound Readings Lfnk ta Access Eorm Fuel System �Natura!Gas �LPC Vapor �LPG Lipuid Manual Shut Off Valve Primary Gas Pressure Regulator Gas Volume Surge Tank Dry Fuel Stralner F/exidle Fue/Connectlon Cas Avallable;_Water Column No Load,_Water Column Fult-toad �Caso►Ine Flexlble Fue/Connectfon Suppfy Primer Tank(!f Requiredl Gasollne Avallable Primed lese! Flexible el Connectlons tSupply and Returnl o Engine �Supply Tank �Day Tank ase Tank �Day Tank Screen/Ff�terAssemblyAhead of Fuel►nlet Fuel Transfer Pump and/or Solenofd Valve Day Tank Fioat Switch Wlred to Fuef Transfer Pump fA.C. or D.C.1 CheckValves on Engine Fuel Return/Overflow Cine to Main Tank One Size Larger than Supply u eve!below►nj�ectors fe uel Avallable eed�Ieset Exhaust System Flexible Exhaust Tubing E ust condensat�on trap �'j'vT C� t�r r%'C �—�'G er or Exhaust Plping Size ong-Radius Exhaust Elbows Ex st Thlmble afn Cap/Beveled End with Screen rvyc 2 � Initial/nstallation and Prestart Checks Mode/: Electrical Check Ouf S/N: AMPS: Generator Maln Circuft ereaker- Closed Phase Rotation atATS �Clockwlse Rotatlon(ABCI �Counter Clockwise Rotation fACel � �ATS Voltage set points � �UnderVoltage �� t (� BPick Up 3�, of Normal Drop Out �o of Pickup �Over Voltage Drop Out % af Normaf DelaV seconds �Frequency Sensing at ATS BPfckup % of Norma! De/ay seconds Voltage Hertz Allow Prpper No Load Warm Up Start up(Add load) e or Switch in Run Pos)tfon dd Load by Load Bank-if required Automcrtic Sfad SetATS Tfine Delays RE-Check Oil&Coolant Levels Selector Swltch In AUTO Operatfon Genset ATS tlnear Motor SwJtch- On S)mu/ate Power Faflure IWtliftyr,Mafn Breaker or Test�vitch a.t the A�tomatfc Transfer Swftch! Engine/Generaio► E e Start OK e&Gen rator under Load OK D ess re�ibs Temperature I Degrees nusual Noises/vibra fons Page 5 Jnitial Instaltation and Prestart Checks Modeh. Automatic Loqd Transfer Switch S/N: i Transfer to Emergency- OK ' Remove load fMaln sreaker or Test Switch in the Auto Load Transfer Switchl Start Tfine Delay Seconds Transfer T1me Delay Seconds Program Transftion Time De/ay Seconds Voltage HertZ Return Load to Normal(Main 8reaker or Test Switchl Re-Transfer Ttme Delay minutes Program Transition Time Delay seconds Re-Transfer to Normal OK Coo/Down Perlod mtnutes Englne Shut-DOwn OK Accessories Supply Tank to Engine Remote Annunclator Functlonal Set Battery Charger Charging Rates VDC F/oat VDC VDC Epuallze VDC �Exere serGock, Set tlme and day ❑Set Exerclse Pertod Flnal Inslallatfon Recommendallons i Page 6 lRif� i ral Instatlat►on and Presfart Checks � Oncrn Waaantylnitiation Englne/Ceneratar-In Service Date: ri �/� �'i Automatic Load Transfer Swttch -!n Servfce Date: Check Out&Initial Siari Up Performed By: �,�11� Date: r�� Performed 8y,• Date: WitnessedBy: ��,rV�`�j,,�j-��„ Date: ///�j�� company: k°�lC��- �(�G-T'��.% _..�F�_- F/nal Check Engine Switch/n Remote Posltlon Generator Ffeld ereaker On Transfer Switch connected to Normal Transfer Swftch in Auto Positfon Exercfser Clock Operatlonal lnsfrucHon Glven To: �owner �atp_ �Contractor Date: �Other, Speclfy Date: Date: Date: Date: � Page 7 .� , ; Generatar Model and Control Informatian ' Complete Gerrerator Set Model and Spec. Number ��rr�, �?<<;��cl,c I �enerator Serial Number 13��7��-7 �� Control: 1�Contral: 3100 ControL• 3200 Control: other: Where applicab/e llst generator control informatfon. Control calibratfon P/N: 3�- G/.s'� Control checksum number: ListAll Feature P/N's: �s�� .�K'f`�=''f J�� sS� �s� ss�7 3l,�s3 - �' S3 -- S 7ZZ- �'*i�7 S7S� (, 1 S1s' I - G /S� 4.+�n I Page 8 ! Industrial / Generator Division � � C u m m i n s 8213 East 96th Avenue • Henderson, CO 80640 � R O C K Y M O U N T A 1 N L L C Phone: 303-287-0201 • 800-927-7201 Fax: 303-286-3776 Load Bank Test Resuits Job Name: �/�i� � ��-'c'�'�r �;, t>i'z Date: f�,�l� !`� � I Contractor: _ ��'� �L Ft'ia2.��" Power Factor: l ', � � � Model Number. ��'�"�j �7�c� /(p C.�� Hours Tested: I Serial Number: !7��70 (l�(�7 7 /� Performed By: ✓�C� �� Voftage Voitage Vo(tage Amps Amps Amps OIL Water Ambient Time L1 L2 L3 L1 L2 L3 KW HZ PSI Temp Temp (/�Z J "T G �� 7'L�-'' T Ti't,% ^Zd(J �L'C� �U!�' .3.�1i [s'D �� /`� � d��,� �'�� 'v �Uu �-uv �cju 3 3Z- �G� �f 7 l�� Q�t{ �� 4��J �f�v �� vo �v� �3�- U�? �I' f�� c�`�r 5 �{�J �f�� c> lt�(� vfv� �fi�� 3 ..�.�,� �c� �� %,�:. � , � � f „ � , „ ... �y�� f�v �r�� cv ur� �v� �v� ��.� �� ; �� i�7 Jr�r� y�v �� `f°� ��v �u�� vC� ��z- G�v �� !°7 ��t� ��'c� �� f�,�.t> �jUr� �fUr� �fr�G� �� `�� lv� t r S �� f�ca �f� o �� ao �a� � 3� �o � f u� l��r� �i�� `�'c� �°� �oU ��v �o� �3y �� f� �� Comments: i Customer Signature: Date: ---_��. .�.�z. t 2�,�r_�- �— � ROCICy Mountain � December 6, 2�07 �� µi �Q�� JablGL Gode: accrued Tax: _� ,,,._ ,,. Encore Electric ' 2107 West College Avenue Englewood, Colorado 80110 Project and Equipment Reference: Vail's Front Door Onan Generator Set Mode1350DFEG, s/n 8070017711 To Whom It May Concern: Start up and systems check out of the above referenced project and equipment has been completed on November 16, 2007. I The one year warranty has commenced as of the start up and systems check out date. Cummins Rocky Mountain LLC considers this testing to be final acceptance of the equipment. Please note that maintenance and scheduled service are not included with warranty and that maintenance in accordance with the manufacturer's instruction/ns and recommendations will help protect warranty coverage. For information on maintenance and scheduled service contracts please contact us at 303-927-2282. It has been our pleasure to supply you with this equipment and we appreciate the opportunity to do business with you. If we may be of any further assistance,please call. Cummins Rocky Mountain LLC Power Generation Division Robin Johnson Onan Warranty Cummins Rocky Mountain LLC 8211 East 96th Avenue Henderson,CO 60640 Phone 303 287 0201 Fax 303 286 3776 Toll Free 800 927 7201 I * � Cummins Rocky Mountain, Industria!/Generator Division 8213 East 96th Avenue, Henderson, Co 8064Q-8523 Phone (303) 286-7697 Fax (303) 287-4837 Initial Start Up System Checkout and Test Record Start Up Date: ' � I�aV 0� Owner: VAIL`S FRONT DOOR VA/L'S FRONT DOOR 959 VAIL LANE VA1L, COtORADO 81657 Contractor: ENCORE ELECTRlC, INC. 2107 WEST COLLEGE AVENUE ENGLEWOOD, �OLORADO 80990 , -�'. Manufacturer: Onan 3 Vlode/Number.350 DFEG ��p/(p �" ;�:� Ser►al Number. ��p�� ;�,�; .':a:�a:-'." F ,.:. Manufact�r; • Zen�rh Vlodel Nui»b .�,TG 800 ZC� A-d o — l5`7�SO�- —Z Serfal Number.• . / � j�;;� x Manufacturer. zenith Vlodel Number,zTG 80o ZGj 5` 1�-vP�j3'/ �--Cj7�s(��jS --� Serial Nurnber. �5l �/1-- d -� Manufacturer. Y.,. V[odel NWmber. ° Serial Number: Manufactc�rer. vlodel Number: . . ..,�;_�.Seria!Number: Manufacturer: wo�p►�el Number: __..:. � ,S�t'ial Number: Manufacturer: Vlodel Number: Serial Number.• Page 1 lnitfal Installation and Prestart Cfrecks Sound REA )NGSs ; Please Ctick Saund Readfngs tink to Access Form Fuel Sysiem �Natural Gas �LPG Vapor �LPG Liquid Manual Shut Off Valve Primary Gas Pressure Regutator Gas Vo/ume Surge Tank Dry Fuel Strafner Flexf6le Fuel Connectlon Gas Ava)l�ble;_Water Column No toad,_Water Column Fu!!-Load ❑caso►jne Flexible Fuel Connectlon Supply Primer Tank(If Requiredl Gasol)ne Avallable Primed lesel F/exible el Connectlons fSupp/y and Return) o Engine �Supply Tank �Day Tank ase Tank �Day Tank Screen/FilterAssemblyAhead of Fuellnlet Fue!Transfer Pump and/or Solenold Valve Day Tank Float Switch Wlred to FueJ Transfer Pump fA.C. or D.C.1 Check Valves on Englne Fuel Return/Overffow Line to Maln Tank One Slze Larger than Supply u eve!below►ntectors le uel Avaflable eed Dlesel Exhausf System F/exiple Exhaust Tubing E ust Condensatfon Trap �vT �C �i''L L�G:- er or Exhaust Plpfng Slze ong-Radfus Exhaust Elbows Ex st Thlmble aln Cap/Beveled End wlth Screen Payc 2 � --- ___--__ Initial lnstallation and Prestart Checks Model: Electrical Check Oui S/N: AMPS: ' Cenerator Mafn Circuit Breaker- Closed Phase Rotation atATS �Clockwfse Rotatlon tA8C1 �CounterClockwise Ratat►on fACeJ QATS Voltage set points �Under Voltage ��/ l r� Pick Up 3�, of Normal Drop Out 9�0 of Pfckup �Over Voltage Drop Out % of Normal De/ay seconds �Frequency Sensing at ATS Pfckup 9�0 of Norma! Delay seconds Voltage Hert7 Allow Proper No Load Warm Up Start up(Add load) e or Svaltch In Run Posltfon dd toad by Load Bank-if repuired Automatic Stari Set ATS Tfine Dela ys RE-Check Ofl&Coolant Levels Selector Swltch ln AUTO Operatfon Genset ATS Lfnear Motor Switch- On S)mu/ate Power Fallure IWtlfft7r,Mafn Breaker or Test�vitch at the Awtomatfc Transfer Swftcf�l Engine/Generaior E e Start OK e&Gen rator Under Load OK O ess �Ips Temperature I Degrees nusual NoisesNibra ions Page 5 Initial lnstallation and Prestart Checks ModeL• Automatic Loard Trpnsfer Switch S/N: Transfer to Emergency- OK Remove Load(Mafn ereaker or Test Switch in the Auto Load Transfer Switchl Start Time Delay S2COndS Transfer Tlme Delay Seconds Program Transltion Time Delay Seconds Voltage Hertz Return Load to Normal lMain 8reaker or Test Switchl Re-Transfer Tfine De/ay minutes Program Transition Time De/ay seconds Re-Transfer to Normal OK Coo!Down Perlod minutes Englne Shut-DOwn OK Accessories Supply Tank to Engine Remote Annunclator Functlonal Set Battery Charger Charging Rates VDC Float VDC VDC Equallze VDC �Exere ser Clock, Set time and day QSet Exercise Perfod Final Instailaflon RecommendaHons i Page 6 Initial lnsfallation and Presfart Checks � � Onan War�anty lnifiation Englne/Ceneratar-In Service Date: ri �/� �'i Automatic Load Transfer Swltch -In Servlce Date: Check Out&Initial Slad Up Performed By: ��1�� Date: �� f '�� PerPormed sy.• �ate: Witnessed sy. ` �� l�fT� Date: � � � CompanV• k°,,�/C�Y�.- ��t,-]"��.: Final Check Engine Switch In Remote Posftlon Generator Ffeld Breaker On Transfer Swltch Connected to Normal Transfer Swltch in Auto Positfon Exercfser C/ock Operatlonal Insfruction Given To: �owner �atP_ �Contractor Date: �Other, Speclty Date: Date: Date: Date: �I Page 7 Generator Model and Control Information 'I Complete GeneratorSet Model and Spec. Number ��rc:�� c'f Generator SeriaJ Number T��7v<��7 �� Control: 100 Controh. 3?0o Controh. 3200 Control: other: Where applicable llst generator control Informatfon. Control calibratfon P�N: 3�- �/s-� Control checksum number: ListAll Feature P/N's: <s��z- �� S3�a _ TS� �-3`�'7 ��r3 — �'��'.:3 — s 7 Zz- s�'�7 57Sn G /s�3 i�sq �� Page 8 industriai / Generator Division � C U !'1'1 1'1''1 1 �'"i 5 8213 East 96th Avenue • Henderson, CO 80640 � R O C K Y M O U N T A 1 N L l.C Phone: 303-287-0201 • 800-927-7201 Fax: 3Q3-286-3776 ' Load Bank Test Results Job Name: f/<�ic S ��i��-�r � ��t Date:_ r�/l� � 7 Contractor: _ ��'t�tt�� L Fr ia�� Power Factor: f I � Modei Number. ��i �7�c� /�v C�� Hours Tested: � I Serial Number: !.7��70 (tf("7 7 (/ Performed By: ✓�� Voltage Voltage Voftage Amps Amps Amps OIL Water Ambient Time L1 L2 L3 L1 L2 L3 KW HZ PSI Temp Temp a7�' �°��' �f�� a U ��v �v� 3.��- �a 't� /�3� !�'�lS �i:� �c� �J �U�'� �UC� L f GfiJ .�✓ �JZ� �'Gj � l L'� ��e�{ �� tG J ��v ��j �aa �v�a �3�- ��? �I� !�� r � �f�r> lt�� r.> �t�C� vf�� fUC� 3 .�.�� c� `f t� t�%,�� c��f� �'�v �� v �'ur� �vt� �v� ��:� ,_ G�c; '��' i�? 1��-� �/�v �� `f°� �av �r�� vv 3�'z (�c� �� !°� ��t� �� °�> �� f�'t� �fv� �fr��` �� l� '�� r v7 1 I S ��v �f�� f� o �c� �un �� 3� �o � f u� l�4�� i�� 'c� `��i� �au ��v �a� 33� bv �� Comments: � I i Customer Signature: Date: Rocky Mountain . December 6, 2007 �� f° �00� Jab/GL Code; >ccrued Tax: _...,,,.. ,,. Encore Electric ' 2107 West College Avenue Englewood, Colorado 80110 Project and Equipment Reference: Yail's Front Door Onan Generator Set Mode13SODFEG, s/n 8070017711 To Whom It May Concern: Start up and systems check out of the above referenced project and equipment has been completed on November 16, 2007. The one year warranry has commenced as of the start up and systems check out date. Cummins Rocky Mountain LLC considers this testing to be final acceptance of the equipment. Please note that maintenance and scheduled service are not included with warranty and that maintenance in accordance with the manufacturer's instruction/ns and recommendations will help protect warranty coverage. For information on maintenance and scheduled service contracts please contact us at 303-927-2282. It has been our pleasure to supply you with this equipment and we appreciate the opportunity to do business with you. If we may be of any further assistance,please call. Cummins Rocky Mountain LLC Power Generation Division Robin Johnson Onan Warranty Cummins Rocky Mountain LLC 8211 East 96th Avenue Henderson,CO 80640 Phone 303 287 0201 Fax 303 286 3776 Toll Free 800 927 7201 il , ' ' Cummins Rocky Mountain, Industrial/Generator Division 8213 East 96th Avenue, Henderson, Co 80640-8523 Phone (303) 286-7697 Fax (303) 287-4837 Initia/Starf Up System Checkout and Test Record Start Up Date: � �n �a� 4� Owner: VAIL�S FRONT DOOR VAIL'S FRONT DOOR 951 VAIL LANE VAIL, COLORADO 81657 Contractor: ENCORE ELECTRIC, INC. 2107 WEST COLLEGE AVENUE ENGLEWOOD, �OLORADO 80110 .;_�; Manufacturer: Onan = Vlodel Number.350 DFEG 57 p/(p � � Serial Number. ��r„�pi7 �// � .�-. F„_,:. Manufact�,c4 • Zenith Vlodel Nuii�b .�,TG 800 ZC s A-F� o - �5`7 FSo�- -Z Serfal Number. . ! ! 1 . � �` Manufacturer: Zenith Vlode/Number,ZTG 800 �Gj 5" �-o�;�j�'/ --(�7�sU�jS -� S�rial Nurnber: !5��!!-- l -� � Manufacturer. � �_. �� Vf.�del Number: Serial Number. Manufact�rer. Vlodel Number: . . .,-��..,Serla/Number. Manufacturer• wo��l Number. -.-� � ,S�►'ial Number. Manufacturer: Vlodel Number: Serlal Number. Page 1 i � Initial lnstallation ond Prestart Checks [� Sound:REA lN�3S�:>; Please Click Sound Readings tink to Aecess Eorm _ , _ Fue/Sysfem �Natural Gas �LPC Vapor ��PG Lipuid Manua►shut Off valve Primary Gas Pressure Regulator Gas Volume Surge Tank Dry Fuel Strafner Flexl6le Fuel Connectlon Gas Avalfable;_Water Column No Load,_Water Column Full-Load �caso►!ne Flexlble Fue!Connectlon Suppfy Primer Tank(If Requiredl Gasollne Available Prlmed lese/ Flexible el Connections fSupply and Returnl o Engine �Supply rank �Day Tank ase Tank �Day Tank Screen/FilterAssemblyAhead of Fuel lnlet Fue!Tiansfer Pump and/or Solenoid Valve Day Tank Float Switch Wlred to Fuel Transfer Pump(A.C. or D.C.1 ChecKValves on Engine Fuel Return/Overffow Line to Main Tank One Size Larger than Supply u evel below Injectors fe uel Avallable eed�lesel Exhausf Sysiem Flexible Exhaust Tubing E ust Condensatfon Trap ��'r �d ��''C L"TG- er or Exhaust Ptping Size ong-Radius Exhaust Elbows Ex st Thlmble a)n Cap/Beveled End with Screen Page 2 Initial Instailation and Prestart Checks Model: E/echical Check Dui S/N: AMPS: Generator Maln Cfrcuft ereaker-Closed Phase Rotatfon atATS �Clockwlse Rotatlon(ABCJ �Counter Clockwise Rotation fACBJ QATS Voltage set polnts �UnderVoltage �e� � (�.� BPick Up qo of Normal Drop Out 3�0 of Plckup �Over Voltage BDrop Out 9�0 of Normal Delay seconds �Frequency Sensing at ATS Plckup 9� of Normal Delay seconds Voltage Hertz Allow Proper No Load Warm Up Starf up(Add load) e or S�vltch In Run Positfon dd Load by Load Bank-ff requfred Automatic Stad SetATS Tlme De�ays RE-Check Oi!&Coolant Levels Selector Sw)tch ln AUTO Operatfon Genset ATS Linear Motor Swltch-On Slmulate Power FaHure IWtlHt�r Mafn Breaker or T.est Switch at the Autamatfc Transfer Sw1tGa1 Engine/Generato► E e Start OK e&Cen rator Under Load OK O ess �Ibs Temperature 1 Degrees nusual Noises/Vibra fons Page 5 I Initial Installatlon and Prestart Checks Model: AutomoNc Load Transfer Swftch S/N: , Transfer to Emergency- OK Remove Load(Maln Breaker or Test Swltch in the Auto Load Transfer Swftchl Start Tlme Delay Seconds Transfer Tlme Delay Seconds Program Transitlon Time Delay seconds Voltage Hertz Retum Load to Normal lMaln Breaker or Test Switchl Re-Transfer Time Delay minutes Program Transitlon Time Delay seconds Re-Transfer to Normal OK Cool Down Perlod minutes Engine Shut-DOwn OK Accessories Supply Tank to Engine Remote Annunclator Functional Set Battery Charger Charging Rates VDC Float VDC VDC Epuallze VDC �Exere ser Clock, Set tlme and day �Set Exerclse Period Flnal Insiai/aHon RecommendaHons I � Page 6 � - I i . Initial Installation and Presfart Checks Onan Wonanly Inifiation Engine/Generator-In ServJce Date: ri /��' �'� Automatic Load Transfer Switch -In Servlce Date: Check Out&Initia/Stari fJp Performed By: �./�� Date: �� Performed By: Date: Witnessed By: ��`��j��, Date: G � _ company: �.,,/C�. �EI�T-�-�-`� Final Check Engine Switch►n Remote Posltlon Generator Field ereaker on Transfer Sw/tch connected to Normal Transfer Swftch!n Auto Posltion Exerciser Clock Operatlonal Insfrucfion Given To: �Owner Date: �Contractor Date: �Other, Speclty Date: Date: Date: Date: � I Page 7 � _ -_ _ � � Generator Model and Control Information Complete CeneratorSet Model and Spec. Number %��c, �7��=��G'f Generator Serial Number_ I3��7v��i� �� ControL• 100 ControL• 3?a0 Control: 3200 Controh. other: Where applipble Ilst generator control Informatfon. Control calibratfon P/N: 3�� C/S� Control checksum number: List All Feature P/N�s: ��z- ..�°'��f .S�f� sS�. — ss7�j s3`J'7 5�r3 s��3 s 7Zz- 5��7 -- S7Sn ( /Sll' I _ G /S� �!(o/ Page 8 . � Industriai/ Generator Division C u m m � n s 8213 East 96th Avenue • Henderson, CO 80640 I R O C K Y M O U N T A 1 N L L C Phone: 303-287-0201 • 800-927-7201 Fax: 303-286-3776 Load Bank Test Results ^ �Job Name: r%�ic S �",�i•,.,.j oi2 Date: ��//C � 7 Contractor: ��`'-� �L��/a2.�� l �� Power Factor: ^ � � Model Number. ��i `�'J' 7�� /(d C.a� Hours Tested: � Serial Number: !7��70 (lJ(�7 7 /� Performed By: ✓�r �� Voltage Voltage Voltage Amps Amps Amps OIL Water Ambient Time L1 L2 L3 L1 L2 L3 KW HZ PSI Temp Temp a7� �'�� ?�� t�� a U ��;v �v a 3.�� o 't 1 /�� o��s �°4� ��, �v �fU�� uv yau :� 3Z- �.,�� r l�� e�5 �� f�J �l�v �f�/� ��o �� 3d- w�' �I� !�� a�r 5 �f��l ��U ��c> �t�(� �� f�� 3 .,�.�1� �vc� �� ,�_ G��f� �tZ� �� '°v `/uo �� fv� 3�3 �c; ��' l�7 !�r� y�v �� f°� �av ��rc� �vv 33z !vv �� !u°� ��t� �� c� �°u �u t� �fv� �fa�� 3� � �� u7 1 I S ��`� �l�c� �f� o �� vo d�ao �3� �o � f u� l��.� �� fL�c� ��i1 �oU ��v ��1 �.3y l�v ��i �� Comments: Customer Signature: Date: llL�U/ 1 //�UUI/N1U1V U(; �( R1V1 IV4Vl�l.�Vla rnr. iv�, �iuzwi�uu • � �� A,�� .A"'S r�l.'4.y, r�.<:.: >:,� ' ':, .�` � .r�j' ��F: �i�'a o�ee'°'b,?e .i� ?�e...•. �! .pF�'3�` •. �'OU#•'fClt O�MGOV�RNJr� T�°%Rf• ` { � �' ��, ��.'S .�4 � § k � � s . 's. a.a..• a:G € , s ' : s .� # '}� € rs`�;�.e;. t'.«�x;_�e.x; .. ,:'S ,r' S �'" 3 � . x 4 . . r , �� i Da >: � . �' . 3 i ' �_:.��`�.s�Ca•%' a . � . i ; � � '£ 3 � ..Y' i� u ' . . ta`� , Tv: Charlie�Davis,Town c►f Vail, Building Offic�l F�oma Mike StewsrC, Lead �levabar Inspecfar 970-468-0295 ext. 108 or elev�tor@nwc:eog.co.us . Da�: �.z/�.7/2007 Praject Name: Vail's Front Daor Elevat�ar#C1 Perimit# BQ�-0020 ❑ Elevator Plan Review �� feva�tar T�esX and Inspection Locatian: 151 Vail Lane, Vail, Co. � � Permit Number: NWCCOG 07�218 � : Elevator Type: Hydraulic Passenger ❑ The pl�ns; have been reviewed and found to confnrm to �II �ppficable ASME 17.�. and IBC codes. [�-'� The rated speed of the conveyance meets ASME A17.1 requiremerrts, speed in up direction 200 FPM, speed in down direction Z00 FPM C�''r Th� E(eva�r at the above location was inspect�ec! and tes�ed on 12/14/2007 and a: 0 TEMPORARY Cerfificafie; has been issued. ��-FZNAL Inspection Certif[cate; has be�n issued. . . . �❑ Nt3 Certifica't,�; is t�eing issuecl. ❑ FOFL CONSTRUCI�ON USE C7NLY � � Comments: Elevator annunciatar panel still needs to be instatled in the Fire Command Room � • Label aIl eleva�or landing�ambs tio indiCate its id�ntif��ion number; Ci, D�, D4, D21, DZ2 Signature � Northwest Colorado Council af Govemments i P4 8ax 2308 + Silverthorne • CO ♦ 80498 970�68-0295 � F�x 97�-4E$-'I208 ♦ www.�wacag.co.us � �.a,�� G� DEC/17/2007/MON 07: 57 AM N�CCOG FAX No, 9704681208 P. 002 �s .<. -°� ��... r'»: o., r�: �y�*� ;��4�.��`` `�•_ ,s�� i, ' i, : , y��:'•.r . ` , , • • ��;,4 . � , { , . .fe'�U�7'Cll OF�,.GOY$r��N+1��I��^"� , {� � ' # ,�, Q 1 p , � � . 6" R f � , . ; a e t � �k ri'R.n;° f,��'�rlsz`:^�`s'�' � '#� � 4 �Ie � e , . ��}�° `a,� ' Y : ..G : .r $ }.� : y • ... � �' .� . • `�iri� . To: Ck�arlie Davis,Town of Vail, Building C�ffiaal . From. Mike Stew�rt, Lead EEevator�Tnspector � � 970-�68-OZ95 ext. 108�or et�rrator�nwc.cag.co.us 17�ioe; 12/17/2007 Project Name: Vai['� Front Daor Elevai�ar# �3 Pennit# BOG-��i ❑ Elevat�ar Plan Review �� Elevator Test and Inspeckion . Lacation: 15i Vail Lane, Vail, Ca. � � , : . � Permit Number: NWCCOG 07�-137 � � Elevafior Type: Hydraulic passenger � ❑ The plans; have been reviewed ar�d found to conform to all applicable ASM� 17.�. and . IBC codes. � . �� C��The rated speed of the conveyance meets ASME A�,7.1 requiremenfs, speed in up dir•ecction 150 FPM, speed in dawn directiQn 150 .FPNi ��The �levator at the above locationk was inspectecl and tested an 12j14/2pQ7 and a: ❑ TEMP4RARY Cert+ficabe; has been i5sued. L��FINAL Tnspection Certificate; has been issued. CI NO �ertifi�te; is being issued. � . � � FOR CONSTRUCTION l�S� OI��Y , Comments: El�vator annunciator panel still needs to f�e instal[ed in tYie Fire Command R�oom � Lab�l �f1 elev'atior landing jambs to indicate its identificafion number: C1, D3, D4, D21, D2,Z Signature Northwest Colarddo Council of Gavemmac�ts + PO Box 2308 �� Silverthome + CO � 8Q488 . 970-468=0295 a Fax 970-46�1208 ♦ www.nwacog.co.us � . DEC/17/2007/MON 07: 57 AM N�CCOG FAX No, 9704681208 P. 003 ,�° .;�,�.. ,��;.,, ,::�„"�" �> .�� ,<„�,,_,. ..�•. r- , �;, e ka� • �•• ��.vc,Y ,�j s. �t�:.`�1.'i' c• . 1:fd`'+� } .. .�',� s . .� ry y t� f R I:'PIF�C�I PF i�OV�,NM$ T$"' � ` ~ i y •, 3 � � � �i ,PS i �'�% a.s f� . ' 3 y 'i s � � � f .�»�ar>: !i�;ta�R'ew�'�`�..° !�l � : , ! � s : i Y € � '� � � ',y' � s :��9 p•'A � � ... �.; . , r � ��% . To: Chariie Davis,Town af Vaff, Building Officia! From: Mike Stewart, Lead EEevatior In�pector 970-968-�295 ext. 108 or elevator@nwc.cog,co.us � . [?ate� 12/17/2007 • . . : �' projecC Name: Vail's Fr�on�Daor Eleva�oE-�f' D4 �'mi��# B�G-00?�. � � ❑ Elevat�or Plan Review . � � Ca�''r Elevabor Tes�and Tnspecrion � Loea�on: 151 Vail.Lane, Vail, Co. � Permit Number. NWCCOG 07-138 Eleva�or Type: Hydraulic Passenger ❑ The plans; have been reviewed and found to conform t� all applicabl�ASME �.7.1 and I�C cc�des. p�� The ra�d speed ofi the �onve�r�nc� m�ts ASME A17.7, requirements, speed in up � • direction 15� �PM, speed in dawn direcbion 150 FPM . . . � C�"'�The Elevator at the above locadon was inspected and tested on 1�/14/2007 and a: d T�MPQRARY Certificate; has been issued. �r FiNAL Inspec�on Cerfificate; has been issued. . ❑ NO certificate; is being issuecl. � � CI FOR CONSTRCJC[�ON U5� �NLY Camments: . E[evabor annunaator panel still needs to be installed in �he Fire Command Room Label af� elevator landing jambs to indicate its identifiptian�number: Ci, D3, D4, D21, D22 � Signature Northwesfi Colorado Couneil of Gavernmenfs � PO Bax 2308 ♦ Silverthorne ♦ CO ♦ 80498 970-468-�295 � FaX970-468-1208 ♦ www.nwc.cag.co.us DEC/17/2007/MON 07; 57 AM N�CCOG FAX No, 9704681208 P. 004 3<: ��= m. ,<s� .<�i`�� '� ��. .ti. ,�.¢. > Wi. J��Y.lS,' �eA� �'Z f'°,: < .1 �le: .u'; y r fy lr�� . s,'u �; �'`4 •r.p,r.', '�y ,��'OU7�iCll O�x,.C�dV�tNM•� TS,%• �, } s k � .'t ' � ; � . .:�'.'�� 'a'� . 'e .', R .� � '>; ��t"c>' ' �'�,a=�l;�> >l' � � 1i �: �p � � . �y��,,��,� � f . .b � � '9 � + i 3 ; . . •i.�y:.xi . . .... „, To: Gh�r[ie�D�vis,Town of V�il, Building Of�ida! From: Mike 5tewart, Lead Elevator Inspector 970-468-4295 �. �DS or el�vator@nwc.cog.CO.us a�: iz/i7/2oo� � P�roye.cC Name: Vail's Fr+ont Door Eleva�or# DZ�. Pe�'mi�# B�6-OQ21 � ❑ E(evatar Plan Review - � . CC�� levatpr Test�r�d Inspe[.tion . Location: 151 Vail Lane, Vail, Co. . � � � P�rmit Number: NWCCOG 07--103 Elevator Type: Hydraulic Passenger ❑ lt�e plans; have been reviewed and found to confarm �ko all applicable ASME 17.1 and IBC codes. . C��The rated speed of the cor�vveyance meets ASM�A17.1 requirements, speed ir� up � direction 110 FPM, speed in down directian 110 FPM [�� The Elevator at the abave Iocation was in�pected and tested an 12/14/7A07 and a: ❑ � T�MPORARY Cerfi�cabe; has been issued. - �� FINAL Znspection Certi�cate; has been issued. ❑ NO certificate; is being issued. � ❑ FQR CQNSTRUCTION IJSE ONLY Comments: Elevator annunaatior panel still needs to be installed in t�e Fire Command Raom � Label a!I elevator landing jambs to indicate its identifica�"ron number: C1, D3, p4, D21, D22 Stgna�ure Northwest Colorado Council of GoverrrmeMs + PO Box 2308 � •Silverthome w Ga + 804�98 970-46&0285 + F�c 970-�4B8-1208 a wvow_nwc.cog.ca.us DEC/17/2007/MON 07: 57 AM N�CCOG FAX No. 9704681208 P, 005 . � ,�1�L � �1 ..ei"wK� .d' o.fe''� �, ''g� �. •:K.•.�{' ' sQ. � • �" .�sk�iS•�� . !'�. •. ` ' . '. < t . , 3 3 " ; � . . �QiP1VCll OF�OYE,RH� T��v ; i. � �' e S � � L � i ..�'�i�"t !°a!'r`_X r } r••n i; � � � � ' '� `s .�n',or�L ,wo�f��S4?�ua�=x� o : i :. � � ¢ p� s � ' ,wn.&�d:ii%'� s �. . 's l�d ° . � ♦ � . . . ,C� � �'' A Tb: Charlie�Davis,Town of Vai[, Buifding Official From: Mike Stewart, I�ad Elevator Znspe�tar 970-•468-�0295 e�. 108 or eleva�ar�nwc.cag.co.us Dabe� 12/17/2007 � � • . Project Name: V�i1's Frvnt Door Elev�to�'# M7�2 Permit# 606-002� . ❑ Elevator Plan Review 0� .Elev�tor Test and.Inspec�ion.. _.. .. .. .. _ _. . . .. .. . .. . � Location: iS'i Vail Lane, Vail, Co. Permit Number: NWCCQG 07-105 � , Eleva�r Type: Hydraulic Passeng�r � ❑ The plans; have �een reviewed and found to conform to alI applicable ASME 17.1 and z�c cactes. . ��The rated speed of the conveyance meets ASME A17.1 requirements, speed 1n up, � direcEion 110 FPM, speec� in down dire�ction 110 FPM � . ' C�� The Elevator at the above lacatian was inspected ar�d tested on 12,/14/2Q07 and a: ❑ TEMPORARY Certi�icate; has been issued. C�---�FINAL Tnspectian Certif�ca�; has been issued. � NO certificate; is being issue�i. . ❑ FOR C4NSTRUCT�4N US� ONLY Comments: Elevator annunciator panel still needs to be ins�ailed in the Fire Command Raom l.abel all elevatior ianding j�rnbs to indicat+e its identification number: Ci, b3, D4, DZ1, D22 � Signature . . NortY�west Calorado Council of Govemmr�nts ♦ PO Bax 2308 ♦ Silverthame ♦ CO � 80495 . 970-468-0295 * Fax970-46&1208 � vwvw.nwc.cag.co.us Vail, Colorado Denver, Colorado Frisco, Colorad�� 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 A— Parking Ga.rage and Loading Dock (M&N#5500) Dear Mr. Davis: Monroe &Newell Engineers, Inc. observed the foundations, structural framing, and other struciural 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 trul�y�yours, ,�,��W�p��t��".�°'��, M �'i"� �L ENGINEERS, INC. d. �� `°1'{�� . . ... ,, , f� �a �. �^�s ��,. .,$ � s��, /�6(9• 00(, s fi � �a �n� e .. Pe�� ,1'E. ��. �° . Princip�l`"�, Cc: Randy Hart, 4240 Architecture Rick Caudel, Vail Resorts Development Company A 2007 Platinum Corporate Sponsorof �� Colorado A Canponent of The American Institute of Architects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 (iO3) 623-4927 • FAX (303) 623-6602 • email: denverC�monroe-newelLc<�m � s . ..` �/y�_�j� �0� �� o�� Marc E.Espinosa David B.Robinson,P.E. \ Richard D.Matthies,P.E. FNCivFt:ai�c.,inc.� Stephen C.Rondinelli,AIA ,,�,,,�;�=r,�,�,�,�:,;�r��-�,;,��„�,>>,a Robert M."Mike"Cordero,P.E. g�(o - oe��-� November 19, 2007 Mr. Charlie Davis,Chief Building Official Town of Vail,Community Development Email: CDavis@vailgov.com Chief Mike McGee,Deputy Chief Town of Vail,Department of Fire and Emergency Services Email: MMcGee@vailgov.com Mr.Matt Royer,Building Official Safebuilt—Consulting Building Inspection and Plan Review Email: Matt.Rover@safebuilt.com Re: Clarification of Elevator Status/Annunciation Request for Vail Front Door Fire Command Room Over the past few weeks there have been numerous discussions and emails regarding the request for elevator status/annunciation for the Fire Command Room in Building C of Vail's Front Door.These discussions have included the Town of Vail Building and Fire Department, as well as the Northern Regional Council of Governments Elevator Inspector and various members of the design team and contractor. Some of the discussions included the specific items listed in the May 15, 2006 Memorandum of Understanding that was submitted and approved by the Town of Vail,that are being provided in the Fire Command Room in Building C,in addition to the requested elevator status/annunciation panel.The design team and contractor are currently proceeding with the design and addition of the requested elevator status/annunciation panel far the elevators in Building A,C and D. Building E(Chalets)will have a separate Fire Command Room and those elevators will be provided with an elevator status/annunciation panel for the elevators in Building E only and will not be connected to the Fire Command Room in Building C. Since this issue may not have been been described in the Memarandum of Understanding as currently approved,I felt it necessary to provide this document to clarify the original request and the purpose of the performance based approach requiring the Fire Command Room,the components specifically listed in that document and lastly, clarify the request. Based on these discussions I felt the need to restate the original intent of the Memorandum of Understanding and to clarify in this document the extent of the elevator/annunciation being proposed for the Vail's Front Door Project and the components that are intended to be installed in the Fire Command Rooms in Building C and Building E. To assist the reader in request for clarification Pve excerpted pertinent sections of the May 15, 2006 Memorandum of Understanding(the submitted Memorandum of Understanding is attached for your reference). The excerpted sections are indicated in italic text. C:�DOCUMENTS AND SETTINGS\SCR�DESKTOP�BCER VFD FIRE COMMAND ROOM CLARIFICATION 11.19.07.DOC 5420 WARD ROAD,SUITE 200,ARVADA,COLORADO 80002-1838�TELEPHONE: 303-422-7400•Fnx: 303-422-7900 � ,i MEMORANDUM OF UNDERSTANDING REpUEST Vail Front Door Project Vail, Colorado Modi�ed Mav 15,2006 April 3, 2006 VAIL FRONT DOOR— VAIL, COLORADO 1. SMOKE MANAGEMENT SYSTEM(STAIR and ELEVATOR HOISTWf1 Y) 2. FIRE COMMAND ROOM 3. USE OF ASSUMED PROPERTY LINES AND FIRE SEPARATION 4. USE OF 508.2 FOR CREATING SEPARATE BUILIDNGS 5. ACCESSIBILITY REQUIREMENTS IN RESIDENTIAL CHALETS 6. DOOR OPENINGS INTO SKI CLUB EXIT ENCLOSURE This document supersedes all previouslv submitted�re protection and life safety documents related to the Vail Front Door Project. Previous documents produced bv Rolf Jensen and Associates, Inc. (RJA)will not be in effect. Effective March 11, 2006 BCER Engineering,Inc. BCER)will be the fire protection and life safety consulting engineers of record for the pro'7ect• INTRODUCTION This Memorandum of Understanding(MOU) request is the documentation of several meetings and discussions with the Town of Vail Building and Fire Department. The intent of this correspondence is to "document" how the design team will comply with the requirements of the adopted building,fire code and amendments as adopted by the Town of Vail. This document differs from the Request for Administrative Modification process in that we are not requesting any variance from the adopted building and fire codes. This document should be a reference to and complement the Life Safety Report and Construction Documents prepared by the design team. 1. SMOKE MANAGEMENT SYSTEM(STAIR AND ELEVATOR HOISTWAY) The buildinn is not considered a high-rise structure, however, meetinQS with the TOV Fire Department identified that f re department access was limited and that performance based approach was taken for this complex. This required a smoke management system to augment the fire department access. The smoke management system will include the pressurization of Stair #CS01 and Elevator#1 in Building C. Buildin� C is the Alpine(SKI)Building located in the center of the Vail Front Door Complex. This stair and elevator will provide access to all levels of the complex. The stairs and elevator are located near the fire command room and the fire department staQing area on the exterior of the buildin� • Stairwell Enclosures—The smoke management svstem for the desiQnated stairwell enclosure will consist of a pressurization fan for the designated stairwell will be activated automatically upon fire alarm activation(water-flow or detection). The svstem will be desiQned such that durin�peration the doors into the stairwell will not require more than 30-pounds of force to open, reQardless of the barometric pressures of the environment. We discussed that the system will not need to be designed to any minimum pressure differential such as 0.05 inches of water column but it would be enou�h to keep C:�DOCUMENTS AND SETTINGS\SCR�DESKTOP�BCER VFD FIRE COMMAND ROOM CLARIFICATION ll.19.07.DOC 5420 WARD ROAD,SUITE 200,ARVADA,COLORADO 80002-1838•TE�EPHONE: 303-422-7400•FAx: 303-422-7900 [ the stairwell positive in relation to adjacent spaces A smoke manaQement system will to be desiQned bv a fire protection enQineer and submitted to the�re department for their review and ap rp oval• • Elevator Hoist-wav—The smoke manaQement s sy tem for the desi nated elevator hoist- wavs will consist of a pressurization fan for the elevator shafts activated upon fire alarm activation (water-flow or detection). The smoke management svstem will not need to be desi ned to an minimum ressure di erential. However the s stem will be desi ned to keep the elevator positive in relation to the adjacent spaces or elevator lobbies The positive pressure will extend bevond the hoist-wav into the elevator lobbies or adjacent corridors. It is intended that the smoke manaQement system will prevent smoke from miQratinQ from floor to floor via the identified elevator hoist-way or stair enclosure • EmerQencv Power and Control—The smoke management system will be connected to the buildinQ emergenc� op wer svstem since this is a life safetv system The smoke manaQement svstem will also be manually controlled from the�ire command center utilizing an approved smoke control panel 2. FIRE COMMAND ROOM At numerous meetinQS with the TOV fire department the design team nresented the�re department access and the location of the fire command room The TOV fire denartment agreed the buildinQ was not a hi�h-rise but requested that a�re command be provided It was agreed to by the team that the fire command center would be located near the entrance o BuildinQ C or the Alpine(SKI) Club near the main entrance Further clarification from the fire department also required that the fire command room would not be shared with anv other function and would require direct access to the exterior via the stair enclosure The currentl�pproved location �rovides a central response point for the cre department sta in,�area with access to stairs servinQ the buildinQ and an elevator servinQ all levels of the building complex The fire command room location has been anproved and also communicates to the stair enclosure AlthouQh a normallv non-occupied room cannot communicate to a stair enclosure the access from the exterior into the stair enclosure is a desirable condition and acceptable to the fire department Listed below are the components that will be included in the fire command room• • Annunciation Panel for the fire alarm svstem • Fire Fighter Smoke Control Panel • Public address, voice communication svstem status and controls � A direct dial tele hone. • A table for reviewing building plans and schematic dia rams • Schematic building plans including typical floor lans egress drawings fire protection �stems, smoke control diagrams fire-fighting ec�uipment and fire department access • Kevs to access all portions of the buildi� Items#3-6 have not been included in the request for clarification but can be referenced in the attached Memorandum of Understanding. C:�DOCUMENTS AND SETTINGS\SCR�DESKTOP�BCER VFD FIRE COMMAND ROOM CLARIFICATION ll.19.07.DOC 5420 WARD ROAD,SUITE 200,ARVADA,COLORADO 80002-1838�TELEPHONE: 303-422-7400•F,ax: 303-422-7900 In the preparation of the original Memorandum of Understanding,the use of code required terms and list of items provided in that document were very specific and deliberate.The use of the terms Smoke Management System and Fire Command Room were specific to this project as well as others where BCER is the designated Fire Protection Engineer of Record.The term Smoke Management System was used in lieu of the IBC defined term for a Smoke Control System as well as Fire Command Room in lieu of Fire Command Center.These terms are clearly defined in the International Building and Fire Code and have clearly defined requirements. It has always been the intent of the design team and project that since Vail's Front Door was not a high-rise building but,did have some compromised fire department access, the requirements for the Smoke Management System and the Fire Command Room were to be described through the Administrative Modification and Memorandum of Understanding process.We are not requesting any clarification for the Smoke Management System.With respect to the Fire Command Room, I feel it important to re-discuss the intent of the Fire Command Room as compared to the Fire Command Center. A Fire Command Center is typically found in high-rise buildings. Fire ground operations usually involve establishing an incident command post where the fire fighter can observe what is happening,control arriving personnel and equipment,and direct resources and fire fire-fighting operations effectively. Because of the difficulties of controlling a fire in a high-rise building, a separate room within the building is provided at a locarion acceptable to the fire department.That room is usually located along the front of the building near a main entrance.The room contains equipment necessary to monitor and control building service systems.Below is a list of the items in IBC Section 911. Beside each item I've indicated if the Vail's Front Door Project was intending to provide the equipment listed. Required Equipment for Fire Command Centers in Equipment being provided by the May 15, 2006 accordance with Section 911 of the 2003 Memorandum of Understanding. (Clarification of International Building Code Equipment being provided as of November 19, 2007). Emergency Voice/Alarm Communication System Provided per MOU-Fire Alarm System has Voice Unit Alarm/Paging Capability and is controlled from the Fire Command Room for Building A,C and D. Building E(Chalets)has a separate system for those buildings and is controlled from the Building E Fire Command Room. Fire Department Communications Unit Provided per MOU—Fire Alarm System has FD Communication capability and an Emergency Radio Enhancement System is being provide. Annunciation unit visually indicating the location Not Provided in MOU—Added based on request of the elevators and whether they are operational from the TOV Building and Fire Department. (Design team is proceeding with providing an elevator status/annunciation panel for Building A, part of B, C and D,including elevators C1,C5,D3, D4,D20,D21, B2 and B6. BCER re uests consideration that onlv the elevator status be provided for Building C which would be Elevators C1 and C5. Building E(Chalets)will also have an elevator status/annunciation panel for the elevators in that building and will not be connected to the Building C Fire Command Room). C:�DOCUMENTS AND SETTINGS\SCR�DESKTOP�BCER VFD FIRE COMMAND ROOM CLARIFICATION 1119.07.DOC 5420 WARD ROAD,SUITE 200,ARVADA,COLORADO 80002-1838•TELEPHONE: 303-422-7400•Fax: 303-422-7900 Status indicators and controls for air handling Specifically excluded in MOU and not provided in systems. the Fire Command Room based on this clarification. Fire-fighters control panel required by section Provided per MOU as part of the Smoke 909.16 for `smoke control systems' installed in the Management System. buildin Control for unlocking stairway doors Specifically excluded in MOU and not provided in simultaneously the Fire Command Room based on this clarification. Sprinkler valve and water-flow detector display Provided per MOU as part of the Fire Alarm panels System Annunciation Telephone for fire department use with controlled Provided per MOU. access to the ublic tele hone s stem Fire pump status indicator Fire pump not required for this building. Specifically excluded in MOU and not provided in the Fire Command Room based on this clarification. Schematic building plans indicating typical floor Provided per MOU. plan and detailing the building core,means of egress,fire protection systems,fire-fighting e ui ment and fire de artment access. Worktable Provided per MOU. Generator supervision devices,manual start and Specifically excluded in MOU and not provided in transfer features. the Fire Command Room based on this clarification. Public address system where specifically required Provided per MOU-Fire Alarm System has Voice by this code. Alarm/Paging Capability and is controlled from the Fire Command Room for Building A,C and D. Building E(Chalets)has a separate system for those buildings and is controlled from the Building E Fire Command Room. Based on this Request for Clarification, BCER is requesting that the Fire Command Room in Building C and E be provided with the equipment listed above per the May 15, 2006 Memorandum of Understanding. For clarification BCER is also reyuesting that an Elevator Status/Annunciation Panel in the Building C Fire Command Room be provided for Elevators C1 and CS only. In Building E an Elevator Status/Annunciation Panel for each of the elevators in Chalets will also be provided. No other equipment as listed above from Section 911 of the IBC is being proposed for inclusion in either of the Fire Command Rooms. Due to the current project schedule for completion and anticipated occupancy later this month(or early December 2007)we would request your concurrence of this clarification by signature of the document below.We are anticipating that the components listed above will in place and operational for the issuance of at least a Temporary Certificate of Occupancy for Building C. However,due to the time needed to design,produce and install the elevator status/annunciation panel in the Building C Fire Command Room, C:�DOCUMENTS AND SETTINGS\SCR�DESKTOP�BCER VFD FIRE COMMAND ROOM CLARIFICATION 1119.07.DOC 5420 WARD ROAD,SUITE 200,ARVADA,CO�ORADO 80002-1838•TE�EPHONE: 303-422-7400•FAx: 303-422-7900 there may be a request for a mutually agreed upon time frame for the installation of the panel.Please call if you have any questions regarding this request and contents of the document. Prepared by: BCER Engineering,Inc. Stephen Rondinelli,AIA Principal,Director of Fire Protection and Life Safety �-1PP VE / , � f � ; ,. , � ,- � �, ,+ ,�% '/,�: _ i- ` _ r� i l �U !J'� ;�:�'�--�'r--�-- �i%i��%-'`�`--�, TUV �UIILDING I7EPARTMENT/DATE TOV FIl2E DEPARTMENT/DATE C:IDOCUMENTS AND SET"TINGS\SCR�DESKTOP�BCER VFD FII2E COMMAND ROOM CLARIFICATTON ll.19.07.DOC 5420 WARD ROAD,SUITE 200,ARVADA,(',OLORADO 80002-1838•TELEPHONE: 303-422-7400�FAX: 303-422-7900 r� '�'i3A?i't ��1� �yT7-� � Marc E.Espinosa � David B.Robinson,P.E. � Richard D.Matthies,P.E. ervci:�Fett��c,inc. Stephen C.Rondinelli,AIA ,,:r.,;.,=r,,,,r,,,,,,,,�,�t::,,,;,;;,,,,,, Robert M."Mike"Cordero,P.E. �� - oc�� November 19, 2007 Mr. Charlie Davis,Chief Building Official Town of Vail,Community Development Email: CDavis@vailgov.com Chief Mike McGee,Deputy Chief Town of Vail,Department of Fire and Emergency Services Email: MMcGee@vail ov.com Mr.Matt Royer,Building Official Safebuilt—Consulting Building Inspection and Plan Review Email: Matt.Rover@safebuilt.com Re: Clarification of Elevator Status/Annunciation Request for Vail Front Door Fire Command Room Over the past few weeks there have been numerous discussions and emails regarding the request for elevator status/annunciation for the Fire Command Room in Building C of Vail's Front Door.These discussions have included the Town of Vail Building and Fire Department, as well as the Northern Regional Council of Governments Elevator Inspector and various members of the design team and contractor. Some of the discussions included the specific items listed in the May 15,2006 Memorandum of Understanding that was submitted and approved by the Town of Vail,that are being provided in the Fire Command Room in Building C,in addition to the requested elevator status/annunciation panel.The design team and contractor are currently proceeding with the design and addition of the requested elevator status/annunciation panel for the elevators in Building A,C and D. Building E(Chalets)will have a separate Fire Command Room and those elevators will be provided with an elevator status/annunciation panel for the elevators in Building E only and will not be connected to the Fire Command Room in Building C. Since this issue may not have been been described in the Memorandum of Understanding as currently approved,I felt it necessary to provide this document to clarify the original request and the purpose of the performance based approach requiring the Fire Command Room,the components specifically listed in that document and lastly,clarify the request. Based on these discussions I felt the need to restate the original intent of the Memorandum of Understanding and to clarify in this document the extent of the elevator/annunciation being proposed for the Vail's Front Door Project and the components that are intended to be installed in the Fire Command Rooms in Building C and Building E. To assist the reader in request for clarification I've excerpted pertinent sections of the May 15, 2006 Memorandum of Understanding(the submitted Memorandum of Understanding is attached for your reference). The excerpted sections are indicated in italic text. C:�DOCUMENTS AND SETTINGS\SCR�DE3KTOP�BCER VFD FII2E COMMAND ROOM CLARIFICATION 11.19.07.DOC 5420 WARD f�OAD,SUITE 200,ARVADA,COLORADO 80002-1838�TELEPHONE: 303-422-7400•FAx: 303-422-7900 t MEMORANDUM OF UNDERSTANDING REOUEST Vail Front Door Project Vail, Colorado Modi�ed Mav I5,2006 April 3, 2006 VAIL FRONT DOOR— VAIL, COLORADO 1. SMOKE MANAGEMENT SYSTEM(STAIR and ELEVATOR HOISTWAY) 2. FIRE COMMAND ROOM 3. USE OF ASSUMED PROPERTY LINES AND FIRE SEPARATION 4. USE OF 508.2 FOR CREATING SEPARATE B UILIDNGS 5. ACCESSIBILITY REQUIREMENTS IN RESIDENTIAL CHALETS 6. DOOR OPENINGS INTO SKI CLUB EXIT ENCLOSURE This document supersedes all previously submitted fire protection and life safety documents related to the Vail Front Door Project. Previous documentsproduced bv Rolf Jensen and Associates, Inc. (RJA)will not be i►z e�'ect. Effective March 11, 2006 BCER E�igineering, Inc. (BCER)will be the�ire protection and li e safety consulting enRineers of record for the project. INTRODUCTION This Memorandum of Understanding(MOU)request is the documentatiort of several meetings and discussions with the Town of Vail Building and Fire Department. The intent of tl�is correspondence is to "document" how the design team will comply wit12 the requirements of the adopted building,fire code and amendments as adopted by the Town of Vail. This document differs from the Request for Administrative Modification process in that we are not requesting any variance from the adopted building and fire codes. This document should be a reference to and complement the Life Safety Report and Construction Documents prepared by the design team. 1. SMOKE MANAGEMENT SYSTEM(STAIR AND ELEVATOR HOISTWAY) The buildinQ is not considered a high-rise structure, however, meetings with the TOV Fire Department identi aed that fire department access was limited and that performance based approach was taken for this complex. This reguired a smoke management svstem to au,�ment the fire department access. The smoke manaQe�nent svstem will include the pressurization o Stair #CS01 and Elevator#1 in Building C. BuildinQ C is the Alpine (SKI)Buildinglocated in the center of the Vail Front Door Complex. This stair and elevator will provide access to all levels o�' the complex. The stairs and elevator are located near the fire command room and the fire department staging area on the exterior of the building • Stairwell Enclosures—The smoke manaQement svstem for the designated stairwell enclosure will consist of a pressurization fan for the designated stairwell will be activated automatically upon fire alarm activation(water-flow or detection). The system will be designed such that duri�operation the doors into the stairwell will not require more than 30-pounds of force to open, regardless of the barometric pressures of the environment. We discussed that the system will not need to be desiQned to any minimum pressure differential such as 0.05 inches of water column but it would be enough to kee� C:�DOCUMENTS AND SETTINGS\SCR�DESKTOP�BCER VFD FIRE COMMAND ROOM CLARIFICATION 11.19.07.DOC 5420 WARD ROAD,SUITE 200,AFiVADA,COLORADO 80002-1838�TE�EPHONE: 303-422-7400•FAx: 303-422-7900 , the stairwell positive in relatio�2 to adjacent spaces A smoke manaQement svstem will to be desiQned bv a�re protection engineer and submitted to the fire department for their review and ap roval. • Elevator Hoist-wav—The smoke management svstem for tlie designated elevator hoist wavs will consist of a pressurization�'an for the elevator shafts activated upon fire alarm activation(water-flow or detection) The smoke manaQement svstem will not need to be desi�ned to any minimum vressure di fferential However the system will be desi n� keen the elevator positive in relation to the adjacent snaces or elevator lobbies The positive pressure will extend beyond the hoist-wav into the elevator lobbies or ad'a7 cent corridors. It is intended that the srnoke management svstem will prevent smoke from miQratinQ from floor to floor via the identified elevator hoist-way or stair enclosure • Emer�encv Power and Control—The smoke management system will be connected to the buildinz enzer�encv power system since this is a life safet�system The smoke mananement svstem will also be manually controlled from the fire command center utilizinQ an approved smoke control panel 2. FIRE COMMAND ROOM At numerous meetin.es with the TOV fire department the design team nresented the�re devart�nent access and the location of the fire command room The TOV fire denartment agreed the buildann was not a hiQh-rise but reguested that a fire command be�rovided It was aQreed to by the teanz that the fire command center would be located near the entrance ofBuildin� C or the Alptne(SKI) Club near the main entrance Further clarifccation from the fire department also repuired that the fire command room would not be shared with anv other function and would require direct access to the exterior via the stair enclosure The currentl�approved location provides a central resvonse point for the fire department staeing area with access to stairs servinQ the buildinQ and an elevator serving all levels of the building complex The fire command room location has been anproved and also communicates to the stair enclosure Although a normallv non-occupied room cannot communicate to a stair enclosure the access from the exterior into the stair enclosure is a desirable conditio�i and acceptable to the fire department Lasted below are the components that will be included in the�re command room• • Annunciation Panel for the fire alarm s stem • Fire Fighter Smoke Control Panel � Public address, voice communication svstem status and controls • A direct dial tele hone. • A table for reviewing building plans and schematic diagrams • Schematic buildinQ plans includin�typical floor lans egress drawingsz fire protection systems, smoke control diagrams fire-fightin e uipment and fire department access • Kevs to access all portions of the building Items#3-6 have not been included in the request for clarification but can be referenced in the attached Memorandum of Understanding. C:�DOCUMENTS AND SETTINGS\SCR�DESKTOP�BCER VFD FIItE COMMAND ROOM CLARIFICATION 11.19.07.DOC 5420 WARD ROAD,SUITE 200,ARVADA,COLORADO 80002-1838�TELEPHONE: 303-422-7400�FAX: 303-422-7900 1 In the preparation of the original Memorandum of Understanding,the use of code required terms and list of items provided in that document were very specific and deliberate.The use of the terms Smoke Management System and Fire Command Room were specific to this project as well as others where BCER is the designated Fire Protection Engineer of Record.The term Smoke Management System was used in lieu of the IBC defined term for a Smoke Control System as well as Fire Command Room in lieu of Fire Command Center.These terms are clearly defined in the International Building and Fire Code and have clearly defined requirements. It has always been the intent of the design team and project that since Vail's Front Door was not a high-rise building but,did have some compromised fire department access, the requirements for the Smoke Management System and the Fire Command Room were to be described through the Administrative Modification and Memorandum of Understanding process.We are not requesting any clarification for the Smoke Management System. With respect to the Fire Command Room, I feel it important to re-discuss the intent of the Fire Command Room as compared to the Fire Command Center. A Fire Command Center is typically found in high-rise buildings. Fire ground operations usually involve establishing an incident command post where the fire fighter can observe what is happening,control amving personnel and equipment,and direct resources and fire fire-fighting operations effectively. Because of the difficulties of controlling a fire in a high-rise building, a separate room within the building is provided at a location acceptable to the fire department. That room is usually located along the front of the building near a main entrance.The room contains equipment necessary to monitor and control building service systems. Below is a list of the items in IBC Section 911. Beside each item I've indicated if the Vail's Front Door Project was intending to provide the equipment listed. Required Equipment for Fire Command Centers in Equipment being provided by the May 15,2006 accordance with Section 911 of the 2003 Memorandum of Understanding. (Clarification of International Building Code Equipment being provided as of November 19, 2007). Emergency Voice/Alarm Communication System Provided per MOU-Fire Alarm System has Voice Unit Alarm/Paging Capability and is controlled from the Fire Command Room for Building A,C and D. Building E(Chalets)has a separate system for those buildings and is controlled from the Building E Fire Command Room. Fire Department Communications Unit Provided per MOU—Fire Alarm System has FD Communication capability and an Emergency Radio Enhancement System is being provide. Annunciation unit visually indicating the location Not Provided in MOU—Added based on request of the elevators and whether they are operational from the TOV Building and Fire Department. (Design team is proceeding with providing an elevator status/annunciation panel for Building A, part of B,C and D,including elevators C1,C5, D3, D4,D20,D21,B2 and B6.BCER requests consideration that onlv the elevator status be provided for Building C which would be Elevators C1 and C5. Building E(Chalets)will also have an elevator status/annunciation panel for the elevators in that building and will not be connected to the Building C Fire Command Room). C:�DOCUMENTS AND SETTINGS\SCR�DESKTOP�BCER VFD FIl2E COMMAND ROOM CLARIFICATION 11.19.07.DOC 5420 WARD ROAD,SUITE 200,ARVADA,COLORADO 80002-1838�TELEPHONE: 303-422-7400•FAx: 303-422-7900 1 Status indicators and controls for air handling Specifically excluded in MOU and not provided in systems. the Fire Command Room based on this clarification. Fire-fighters control panel required by section Provided per MOU as part of the Smoke 909.16 for `smoke control systems' installed in the Management System. buildin Control for unlocking stairway doors Specifically excluded in MOU and not provided in simultaneously the Fire Command Room based on this clarification. Sprinkler valve and water-flow detector display Provided per MOU as part of the Fire Alarm panels System Annunciation Telephone for fire department use with controlled Provided per MOU. access to the ublic tele hone s stem Fire pump status indicator Fire pump not required for this building. Specifically excluded in MOU and not provided in the Fire Command Room based on this clarification. Schematic building plans indicating typical floor Provided per MOU. plan and detailing the building core,means of egress,fire protection systems,fire-fighting e ui ment and fire de artment access. Worktable Provided per MOU. Generator supervision devices,manual start and Specifically excluded in MOU and not provided in transfer features. the Fire Command Room based on this clarification. Public address system where specifically required Provided per MOU-Fire Alarm System has Voice by this code. Alarm/Paging Capability and is controlled from the Fire Command Room for Building A,C and D. Building E(Chalets)has a separate system for those buildings and is controlled from the Building E Fire Command Room. Based on this Request for Clarification,BCER is requesting that the Fire Command Room in Building C and E be provided with the equipment listed above per the May 15, 2006 Memorandum of Understanding. For clarification BCER is also requesting that an Elevator Status/Annunciation Panel in the Building C Fire Command Room be provided for Elevators C1 and CS only.In Building E an Elevator Status/Annunciation Panel for each of the elevators in Chalets will also be provided. No other equipment as listed above from Section 911 of the IBC is being proposed for inclusion in either of the Fire Command Rooms. Due to the cunent project schedule for completion and anticipated occupancy later this month(or early December 2007)we would request your concurrence of this clarification by signature of the document below.We are anticipating that the components listed above will in place and operational for the issuance of at least a Temporary Certificate of Occupancy for Building C. However, due to the time needed to design,produce and install the elevator status/annunciation panel in the Building C Fire Command Room, C:�DOCUMENTS AND SETTINGS\SCR�DESKTOP�BCER VFD FII2E COMMAND ROOM CLARIFICATION 11.19.07.DOC 5420 WARD ROAD,SUITE 200,ARVADA,COLORADO 80002-1838�TELEPHONE: 303-422-7400•FAx: 303-422-7900 there may be a request for a mutually agreed upon time frame for the installation of the panel.Please call if you have any questions regarding this request and contents of the document. Prepared by: BCER Engineering, Inc. Stephen Rondinelli,AIA Principal,Director of Fire Protection and Life Safety �/ .�1PP VE ; � � � �_. c'� 6�� CU CJ�'� _.;�-i�_.��-�`��f i'`"—�� // �� ` � TOV BUIILt7ING I�EPARTMENT/DATE TOV FIRE DEPARTMENT/DATE C:�DOCUMENTS A1QD SETTINGS\SCR�DESKTOP�BCER VFD FIRE COMMAND ROOM CLARIFICATION 1].19.07.DOC 5420 W?,RD ROAD,SUITE 200,ARVADA,COLORADO 80002-1838�TELEPHONE: 303-422-7400•F/+x: 303-422-7900 � � 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 #: A07-0099 � bCo�v U 1,� Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED �Jd� � Ul CD�` Location.....: VAILS FRONT DOOR-ONE VAIL PLACE Applied . . : 09/14/2007 Parcel No...: 210108278002 Issued . . . 11/08/2007 Project No : t -� ��, vc �� Expires . .: OS/06/2008 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-S CONTRACTOR ENCORE ELECTRIC 09/14/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-5 Desciption: ONE VAIL PLACE-WIRE AND PIPE ONLY Valuation: $4,500.00 *+a+«*�****+******s+**�x*****x�***r**r*�**r*�******s*+*rs*******►*s* FEE S UMMARY ****r�**tr**�******+*+*�****+***r*r+*�**********�*s****+**** Electrical---------> $o.0 o Total Calculated Fees--> $4 0 0.�5 DRB Fee---------> $0.o o Additional Fees----------> $o.o 0 Investigation----> $o.oo Total Permit Fee--------> $400.�5 W ill Call---------> $o.o o Payments------------------> $4 0 0.�5 TOTAL FEES--> $4 0 0.�s BALANCE DUE--------> $o.o 0 �*****►*****�r******��*�:�**�*+�:x*r**s***s***v****�***********aa�***��*s**�******�*******►*��*vs**+r***►******�*�**+a�*****+s�***t*****r********►*« Approvals: Item: 05600 FIRE DEPARTMENT 10/11/2007 mcgee • Action: AP The wire pull permits are approved subject changes on the alarm plans from BCER. *�..*.,*��.*.��*.*»*.*.*.*.*...*.***..***.*..*,:**.�***«**.*.*�«+:..�*+*+**,�»**.*�.******,.***.,�.�+,:�,*,:*��.**�.*+.,.*..*.*....*.**....,�**.*�* 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 ot ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHA DE TWENTY-FOUR S IN ANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. tO � . , *******************�************************************************+*********************** TOWN OF VAIL, COLORADO Statement ***********************+***********�******************+***********�************************* Statement Number: R070002475 Amount: $400.75 11/08/200701:44 PM Payment Method: Check Init: LT Notation: Encore Electric, Inc. / ck 1829 ----------------------------------------------------------------------------- Permit No: A07-0099 Type: ALARM PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-ONE VAIL PLACE Total Fees: $400.75 This Payment: $400.75 Total ALL Pmts: $400.75 Balance: $0. 00 **�***************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 168.75 PF 00100003112300 PLAN CHECK FEES 232 .00 ----------------------------------------------------------------------------- TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E07-0289 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VISTA BAHN LIFT HOUSE-OPERATOR SHELTER Applied . . : 10/24/2007 Parcel No...: 210108278002 Issued . . : 10/30/2007 Legal Description: ��t S�� -Ud�� Expires . .: 04/27/2008 Project No : OWNER LODGE PROPERTIES INC 10/24/2007 PO BOX 7 VAIL CO 81658 APPLICANT ENCORE ELECTRIC 10/24/2007 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E CONTRACTOR ENCORE ELECTRIC 10/24/2007 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E Desciption: INSTALL A 150 AMP ELECTRICAL SERVICE TO MANUFACTURED BUILDING. CONNECT FACTORY INSTALLED INTERNAL WIRING TO NEW SERVICE Valuation: $8,400.00 Square feet: 0 r*�***********►x***»ss*********+***��*�:a�+********+******+**r:+s**** FEE S UMMARY *rr**�r*+**********►*�xx*************+�*�*****r*s*�►**�+*�** Electrical---------> $196.65 Total Calculated Fees--> $200.65 Investigation----> $0.0 0 Additional Fees----------> $o.0 0 W ill Call---------> $a.o o Total Permit Fee--------> $2 0 0.6 5 TOTAL FEES--> $2 0 0.6 5 Payments------------------> $2 0 0.6 5 BALANCE DUE--------> $o.0 0 •*�.�s*+�+�*s**�*e*****r.**:s.s:+.**r►*�t*t*********::*sr*rr►►*►*as�********►*►*»**:r***s**+x**t�xtx****:s***+*ss.***:**xs►*►t*t.�*+*****s****+*** Approvals: Item: 06000 ELECTRICAL DEPARTMENT 10/26/2007 SHAHN Action: AP Item: 05600 FIRE DEPARTMENT ***.*.*.+****..+*+r*.*.*++*........:,:*.+*.�*�**.***.,*��*.�*.+�.,*,.*.*+«+.+**.�**+.****�*....**�*.*«.*►*s*.�+.+..�.....:.�..*«*.:.*...*.��.�*+.+ CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. �***.�.+*.******�.�**ss+.*�*.*****�.*.+*++.M�***��.*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 thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE B PHONE A 479-214 UR O ICE FRO 8:00 AM-4 PM. SIG F O, ER OR OR ITIMSELF AND OWNER ***+*********************************+*********�**************************+***************** TOWN OF VAIL, COLORADO Statement *******************************************************�************************************ Statement Number: R070002370 Amount: $200.65 10/30/200709:10 AM Payment Method: Check Init: DDG Notation: Encore Electric 1819 ----------------------------------------------------------------------------- Permit No: E07-0289 Type: ELECTRICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VISTA BAHN LIFT HOUSE-OPERATOR SHELTER Total Fees: $200.65 This Payment: $200.65 Total ALL Pmts: $200.65 Balance: $0.00 **********************+****************************************+**************************** ACCOLJNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 196.65 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN�I�1��` ��vZ a Project#: ��d Building Permit#: Qaz —o t ey . �• � «► �� Electrical Permit#: ��jj� � 970-479-2149(inspections) �r 75 S.Frontage Rd. Vail,Colorado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTOR INPORMATION Electrical Contractor: Town of Vail Reg. No.: Contact Person and Phone#'s: �-Catt.ti �.i-E�-t�'i-�- ��. ,�3 � —F� T`��-R�r� (_�Ntalcit- �t'l l- l�l�3 E-Mai)Address: ��,�a,,�w�r�,.��,,�f, ��,,,`„ Fax#: c�cec� _ � � Contractor i ature: b COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK(Labor&Materials) AMOUNT OF SQ FT IN STRUCTURE: ELECTRICAL VALUATION: $ $ c�oo � Contact Ea /e Coun Assessors�ce at 970 328-8640 or visft www.ea /e-coun .com for Parce/# Parcei # 6P�a-R-tcf�. SHt.�Tt�rs. IT`{ GaRC CRLC.tic Pctr.vr. Job Name: Job Address: Uz,STA 43!ti-c�-1� (�<T t1-w��.- ��..L�. �o Legal Description Lot: Block: Fiiing: Subdivision: Owners Name: V�� i�� Address: Phone: ��9 _ 3�T8 Engineer: Address: Phone: Detailed description of work: �� w �3 0 � � �� ,ro�t 3� e�.c��.�. sww�� '!e V+e►vw�-�urc� lnvcic!-�� . C`qhv�Ei-T Fh'��1' 3.t�irae-�-tc.�0 �rR.�►.�/►+-- c.+Z1�LKlo 10 K R.w+ l�o A r�P U�t'Mt-c.+��- ��-�. Work Class: New�, Addition ( ) Remodel( ) Repair( ) Temp Power( ) Other( ) Work Type: Interior( ) Exterior(� Both( ) Does an EHU exist at this location: Yes( ) No( ) Type of Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial� Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: � No. of Accommodation Units in this building: � Is this rmit for a hot : Yes No Does a Fire Alarm Exist: es O No(J(� a Fire Sprinkler System Exi • . p __ _ . > ******************* **** *********FOR OFPICE USE ONLY**,�***** ***��`,�*;�� *** * other F�es: Date Reoeh►ed. pF VAIL DRB Fees: A ' .' B : Planner S n-off: F:\cdev\FORMS\Permits\Building\elecacal�ermit_11-23-2005.DOC Page 1 of 2 11/23/2005 . - t �awxo�v� � Amendment to the 2002 N.E.C. Town of Vail Ordinance 4. Series of 2005 a� Overhead services are not allowed in the Town of Vail. � Underground services sha//be in conduit (PVC) from the utJ/ity transformer to the electric meter, main disconnect switch, and to the first electrical distribution circuit breaker panel. � The main disconnect switch shall be readi/yaccessfb/e,andlocated next to the meter on the exterior wall of the structure. All underground conduits are required to be inspected before back-filling the trench. ra' In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walis and spaces are exempt. �e' NM Cable (Romex) can be used on/y/n sfng/e and mu/ti-faml/y dwe//ings not exceeding 3 stor�es Type NM cannot be used in any buf/ding mfxed with Type�yB,E,F,H,I,M&S ocrupancfes �' A/uminum conductors smaller than size #8 are not permitted. TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES o All installations of exterior hot tubs or spa's require a DRB approvai from planning. This application will not be accepted without a copy of the DRB approvai form attached (if appiicable). o If this permit is for installation of an exterior hot tub or spa on a new elevated platForm or deck over 30"above grade, you must also obtain a building permit. ❑ If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platForm, a structural engineer must review the existing condition and verify that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this appiication. ❑ If this is a remodel in a multi-family building with a homeowners association, a letter of permission from the association is required. ❑ If this permit is for a commercial space, two (2) sets of stamped drawings are required. E/e�ct�ca/ one/ine and pane/schedu/es a�e required if/oad is added or distribution is a/te�al, I have read and underst th bove. �� o u � O Signatu D te Si ned If you have any questions regarding the above information or have additional questions, please contact the Town of Vail Electrical Inspector at 970-479-2147. The inspector can be reached on Monday thru Friday mornings between the hours of 8am and 9am. You may also leave a voice mail and the inspector will call you back. F:\cdev\FORMS\Permits\Building\electical�ermit 11-23-2005.DOC Page 2 of 2 11/23/2005 j�o�•� Cn.oss Tn.4,�s��►� 5oc �.�A �� r+a o�r�TZZ� za811za� 3� y�� rr�+-*r�.�-- � 'rG�i GOK �u�'Q 3 r�►�,►�,,,� � S T�K,��.� �'"� 7 L�H-rs ►�J, sT�.- 3,�� = L�� t��u� �ct+�p u c..tL_ 3o A Z� Lu--rE►�w�� (�r.P*Z 4 �e (0 1.._,-��'I�.w S�. � g L'�� I..�►s� � 1� L',�fw�,st � ;. Z Z5 a- rJ�vtA 3Z �� z�f�� j?MN1f,C.QOhQD G Ro .c c1'r`� ReP �yn � - = clatl c�� u '�'iL �o—�8 ---3 =r I ��I C��1�'1t�FV�1 $VZf c�Zi —�� M �, �� w�r �'�z� n� 7� � � � � ��"r"�-{�!1 a) � �l'"H .��") Lv � �z^�, ��-� a s��-� z U„ '7SM��J,� ! O"�� ?Vi?yf'1V3,� S T7�' ' h J�+d �as sriy1 � d�t� ��mt11�7 �Z d°E �,,,,,J ,+oQ s�v�1 � -��n��tl�S --�'�.!`�+dd �� ' a�Sno� !��1 r��►c� -v1S 'I'� 1Z no�+c� �lld u h — I - _ d►'r°�_--,''1i� ri,t-H�.: c� _ }9 � i a� s 8 L � s � �. £ --- � ,. ��+�v� �OS I 'd� �: _ h—" �,nJS � �rd ,,h ., .,, � �� +�+� ��t1 � ��d �� z - ) -�! ��►�x �, - h . ��d5"� ��a,J� C �s � � � `� � '''"`'�"h �� '`Qzl�Soz aa�.��ao�wr� �� d�.��oc �� Ssov� 1��H 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 #: A07-0108 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITEBUILDING'A' Applied . . : 10/04/2007 Parcel No...: 210108278002 Issued . . : 10/18/2007 Project No : �'�—�j �. pp 2� Expires . .: 04/15/2008 OWNER LODGE PROPERTIES INC 10/04/2007 PO BOX 7 VAIL CO 81658 APPLICANT ENCORE ELECTRIC 10/04/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-5 CONTRACTOR ENCORE ELECTRIC 10/04/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-5 Desciption: VAILS FRONT DOOR BLDG'A'NEW FIRE ALARM SYSTEM Valuation: $48,536.00 *****►+**�*�+*****�*+s*******+**�**a�*********x***+*�+*�*+******�*** FEE SUMMARY rrv*+*�rs*t*�***�*tr***r****r+**+******s�****►*x**�*►+*****� Electrical---------> $o.o o Total Calculated Fees--> $z,0 52.10 DRB Fee---------> $o.o o Additional Fees----------> $o.o 0 Investigation----> $0.0 0 Total Permit Fee--------> $2,0 5 2.10 W ill Cal I---------> $0.o o Payments------------------> $2,0 5 z.10 TOTAL FEES--> $z,0 5 z.1 o BALANCE DUE--------> $o.o 0 *s+«»�::e+«*r***»rrr:r*e*r�s**r��*ss**r*****r**:****r***s****r*+rr*r***s�*****s*s********s******s*►*►*+*x�+**+*e►+*�*�a�:**��*»�**r�v*�**�►**r****«** Approvals: Item: 05600 FIRE DEPARTMENT 10/17/2007 McGee Action: AP Single station manual pull stations are noi approved. Sheet FA3 .33 does not show any devices . Corrections are required before rough-in inspection. Re-submit change in specitication to retlect double action manual pull station pe: adopted codes and standards . Re-submit Sheet FA3 .33 with devices. 10/18/2007 mcgee Action: AP FA3 .33 issue resolveci. Floor plan only. No this area. Pull station re-submittal is approved with double action device. .�.».*....+.�..*..*.*.*.:�.**.»..*.*.*..�*.*.*.�**..*:*..:..**«....*...*..�.,.*:...*�.*.:.�**..**...,�..�.***.*.*+.*...+...+..**.«:.�..�...*«**.. 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 t Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HO IN AD BY ELEPHONE AT -2135 FROM 8:00 AM-5 PM. U O ER OR ONT CTOR FOR LF AND OWNER *************************************************�*********+******************************** TOWN OF VAIL, COLORADO Statement **********************************************************************�**********+**+******+ Statement Number: R070002262 Amount: $2, 052 .10 10/18/200703 :35 PM Payment Method: Check Init: DDG Notation: Encore electric 1812 ----------------------------------------------------------------------------- Permit No: A07-0108 Type: ALARM PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A� Total Fees: $2, 052 .10 This Payment: $2, 052 .10 Total ALL Pmts: $2, 052 .10 Balance: $0. 00 **************�**************************++************************************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 1, 820.10 PF 00100003112300 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- TOWN OF VAI'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 #: A07-0118 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITEBUILDING'A' Applied . . : 10/10/2007 Parcel No...: 210108278002 Issued . . . 10/18/2007 Project No : Expires . .: 04/15/2008 �'Z3 O� �C�o=� � OWNER LODGE PROPERTIES INC 10/10/2007 PO BOX 7 VAIL CO 81658 APPLICANT ENCORE ELECTRIC 10/10/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-S CONTRACTOR ENCORE ELECTRIC 10/10/2007 Phone: 970-949-9277 ATTN: SHANNON GEIER 2107 W. COLLEGE AVENUE ENGLEWOOD COLORADO 80110 License: 668-5 Desciption: ONE VAIL PLACE LOWER LEVEL FIRE ALARM SYSTEM Valuation: $5,000.00 ****+�+��t**�*►�*»********+*r*r*�*+rs+***►r***+***��**�s***�*►rt**** FEE SUMMARY +*v*******r�s********+*+****r***t****r****+*+****+**+�*w*t*► Electrical---------> $o.o o Total Calculated Fees--> $419.5 0 DRB Fee---------> $o.o o Additional Fees----------> $o.o 0 Investigation----> $0.00 Total Permit Fee--------> $419.50 Will Call---------> $o.oo Payments------------------> $419.so TOTAL FEES--> $419.s o BALANCE DUE--------> $o.o 0 •*a*r***s****►**�+a+**s**r****s+******�**********►**a��+x+*****r��*s*********�***»**s**+**»r*�**s***********�*+**�******��+«�s*�**�**+********** Approvals: Item: 05600 FIRE DEPARTMENT 10/18/2007 McGee Action: AP Add detection to restrooms (typ) per TOV ac and standards. ....*.*.*....*..**..�.***......�:*,*,*.�,:,*.*.*.*.*�:..*.*.*...**..*.�.�.*,��,....*�,:.....**.**,*..*..*.�*.�.�.�*.�.�*�,:,*.».**...*.**...�....,.*. 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 INSPE ON SHALL B MADE TWENT R HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. � � � � � ********+*+++***************************************+*************************************** TOWN OF VAIL, COLORADO Statement *********************************************�*************************�******************** Statement Number: R070002261 Amount: $419.50 10/18/200703 :34 PM Payment Method: Check Init: DDG Notation: Encore electric 1813 ----------------------------------------------------------------------------- Permit No: A07-0118 Type: ALARM PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: $419.50 This Payment: $419.50 Total ALL Pmts: $419.50 Balance: $0.00 ****************************************************************************************+*** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 187.50 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 SPRINKLER PERMIT Permit #: F07-0072 �3,��-a��g�� -��-�t��I Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITEBUILDING'A' Applied . . : 08/02/2007 Parcel No...: 210108278002 Issued . . . 08/07/2007 Project No : Expires . .: ��.�d� -O�� OWNER LODGE.PROPERTIES INC 08/02/2007 PO BOX 7 � VAIL CO 81658 CONTRACTOR FIRE PROTECTION INC 08/02/2007 Phone: 303-399-1366 4981 EAST 39TH STREET DENVER CO 80207 License: 176-5 APPLICANT HYDER CONSTRUCTION, INC 08/02/2007 Phone: 303-825-1313 543 SANTA FE DRIVE DENVER CO 80204 License: 109-A Desciption: CONSTRUCTION OF A 3 STORY LINDERGROLJND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMNETS AND LANDSCAPING-New fire sprinkler system and standpipe installation for entire Building A Valuation: $294,225.00 *r*s*****+***********tstr***t**�s**t*►*s****►��*►*t***s****�*��t**r* FEE S UMMARY x*****�*+*a**��+*+�*+******�+�**�:*+�*+*�*s****��e***+*��***++ Mechanical---> $o.o o Restuarant Plan Review--> $o.0 0 Total Calculated Fees---> $12,8 54.56 Plan Check---> $3 5 0.o o DRB Fee---------------------> $0.0 o Additional Fees-----------> $o.o 0 Investigation-> $o.00 TOTALFEES--------------> $1z,854.56 TotalPermitFee----------> $12,854.56 Will Call-----> $0.0 0 Payments-------------------> $1 2,8 5 4.5 6 BALANCE DUE---------> $o.o 0 **►*�*►*��*»xt******►*��*****►***r+*��r*+�**��r*s�r*+****t*+***tr*�********++t**r**************�***�***r********�x*********�*****�+:*r*******r*� Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 08/03/2007 mcgee Action: AP Remote Area A05A l . The Hydraulic Design Intormation Sheet inciicates the area is 1950 sqtC. The hyc on Sheet 2 of 8 indicates the area is 2089 . 2 . The Hydraulic Data Summary shows 21 heads calculated but the Flow Summary list; heads. 3 . Node 135 is not on the plans. Area A05 4 . Hydraulic Design Sheet shows 1950 sq ft and hydraulic data shows 2032 sq ft . 5 . Caution: Velocities in 2 1/2 in pipe in proximity ot Node 198 to 97 may present challenge in that the pipe has two 90 degree ott sets shown. It appears the pipe � wrap beneath a beam (not clearly shown) . Pressure stress on tlex tittings may reqi bracing. Conter with installer ret additional issues on mechanical tee 's and tittings trom manufacturers . Upper Level Water Curtain 6 . Provide rational for density at water curtain (3 gpm/1 ft or . 15/130sqft/hd. ) . 7 . Is design area 2047 sqft or 1950? Both are shown. Zone A06 8 . Two Hydraulic data plates are shown, both labeled "Upper Level Water Curtain" . more accurately reflect area of coverage. 9. Resolve conflict in design area (2028 vs 1950) . Sheet 3 of 6 10 . Provide tamper switches . 11. Provide filter and dryer for air compressors . 12 . Provide wiring schematic and show source of AC for compressors . 13 . . Lable each DPV to reflect area ot coverage. Provide graphic color plan and mc with high end pressure, low air pressure, and trip pressure on each zone. 14 . Protect all drum drips from vehicular damage. 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 AD ANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. J-'��, J * j�� '�---- SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ************+*****+***+********+++++***************+**************************************�* TOWN OF VAIL, COLORADO Statement ********+**************�*********************************************�********************** Statement Number: R070001452 Amount: $12,854 .5608/07/200710:29 AM Payment Method: Check Init: DDG Notation: Fire Protection 32490 ----------------------------------------------------------------------------- Permit No: F07-0072 Type: SPRINKLER PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: $12, 854.56 This Payment: $12, 854.56 Total ALL Pmts: $12, 854.56 Balance: $0. 00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 12, 504.56 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- �ug i � 2007 8 �44A�� F1RE ?ROTECTIGN , INC 3033215D8� No � 2161 P � ? � �o�- o��.� APPtICA'TION WILL NOT BE ACCEPTED IF iNCOMPLETE OR UNSIGN D.. ,--�-� S4 Project iF: �'.'�� , ----� `�8uilding Perrr�lt#: �" _�� :��=„ �" •K �""' Sprinkler Permit#: � � 970-478-2135 Inspections) ( `�"; TOWN F VAIL FIRE SPRINKLER PERMIT APPLICATION �� Fire Sprinkter shop drawings are required at tlme of perr»it submittal and 75 S. Frontage Rd. must include the following.Permit appllcation wi11 not be accepted V'all� Colorado 81657 without thls Information: • A Colorado Registered Enginee�s stamp or N.I.C.E.T. Level 111(min)stamp. • Equlpment cut sheets ot materials. • Hydraulic caiculations. . A:State of Colorado Pian Registratlon form. • Plans must be submitted by a Registered �'Ire Protection Contractor. CON',I',RA,CTOR 1NFOR1►�,A,TION F,I�Sprinkler Contractor. Town of Vail Reg.No.: Contact and Phone#'s: �t � �::c�aa ��1�: 1��. I�to - S 3e� ��i� i.��.�� t��N �5 E-Mail Address: Contractor Signature: � COMPLETE VALUATIONS FOR ALARM PERMIT (Labor�Materials) • Fire Sprink�er.$ �r�"�Z,�Cj a^ � � Coniact Ea le Coun Assessors Office at 9T0-328-8640 ar visit www.ea le-co .com for Parcel# A�arcel# ' '�° `� ��"� '�� .»�� JoB Name: �` '^ Job Address� + uy f1'°��7 Gck� �'� �4 174` � - �u�.�' Ci'�z�' �ia. �i�(. Legal Description L . B c:k: iling: : � O1M1Brs Ne�T1e:�� w�i Addr�ss: +�� , �,,,,; �r��_ e• •� 0 Englneer: Address: ' � - �� Detailed Loc:atlon ot woric:(i.e�.,floor,unit ft,bldg.�) � �y. /� . �'rAf�(,'S ccrZ �n�„', �'°0��''v � ''N�� ' ✓1,S S� Qetailed description of work� ' �'w �,.�,�kl;� 1�0 �?�dF'tF'r �NaT.rti�7�.�.s ��: � 3 �� Work Clr�ss: New�Addltlon O Remodel( j Repair O Retro-t{t O Other O Type oi 81dg.: Si�gle-family( ) Twafamity( ) Multl-family( ) CommercfaJ,�}-..Restaurant( ) 4ther( ) No.of Existing Owelling Units in this building: No.of Accommodation Units In this building� Does e Flre A�arrn Exist: Yes( ) No( j Does a Fire Spiinkler System Exist: Yes( ) No( ) w,�*w«:*:x.��►+r�,��.�.w�.�t,.*�,.��*,�*lx*�xx.A..FOR OFFICE USE ONLY*,��*#..«�►,�,►w,�*#�#***�*,�,.,.ww*«#*x**��.� � -- I. g � tit� ;a i;>'! ifl i; � . . ._ - 5t . ��j __ , �/a- �s� �-� „Y!1{�8181C�`�� , 0�/2,l20�2 JUL/16/2007/MQN 08: 04 AM N�CCOG FAX No, 9704681208 P, 003/004 ��_ �Q`� �� `� . , . . � Gw�.t�; �o�G �. �Q�P. �.tC.� � � � � . a�� . NQr�hwest Colorat�v�Councti�a�Governmer�ts T� . ��raroR��zr ap��,arcarror� ��, Pennit�. ��_1 d� , 3esrisdiction�•�e-+�x L�,� ��-,2 Fax# � Tota! Fee-�� Da�e Patd -!!-� E�ea p�# ��l �°t�� , ptan Revle�wed and Approved by ate Issued "7-l��'7 l�is sedlon bo be compta#ed by NWCCO�"a Pernt�t Facpirdtiotl Date �-/n'��b'� � ** Ail the�o[Iowiing must be aampteted by Che�tevatar cont�ac�or**� • Tn�awrat�,itEeglbte or mfssing information wiil c:�use�delay In ttte applicatlon proce�s. � Please complet� � separa�e applica�ion per c�ttveyanc�. , Jurisdi�fiion �uilding P��mit#� �)�_,��' �� .7ob Address � � � � ' tl� � �. '� C� ��la �� . �. Bullding ar Homer�wriet's.Nam� �1 � �.-�S �'�'Drti� �C°aca f� �J� � r�' � � . own�r V fl i#, R�sc�c�.�-s �J�.v e,1 o p�rt� t�n�.p a.r�� . . , M�iliJ'1g Addriess. �� f�r�C�h r�1.a�rz-K �.0 cz�. �1 V O n ; C,i� $!,r�,.2.,p . .Pno��!7 o f S t-f-� � a�.�35 �_ . �#°l�10 �L#- 5 �:�� Elevator Cot�r�or t r i S�a 2.1�1}�,� '��11 A�"C� t�. INctltillg Add�ess �(� � �7� �-�-�C� �7 �,�,�� , �C:� � �" � �) , Phone# ��0 ' �J c�l�� Fdx# ��a" �,.s�•� ' �Q �� _ � • * Permit�e `re 1�ane ear f�r n�wr i tatior�s ar+d s�x�rotr€hs for a[tera�lons* � New in�tallatfon� Unit or Canfiract# '�� 'a.0 ��Albaratlan [unit cannat be retarped t»servJc�wdtilinspee�e�and�ppt�ov�:d byNINCC[)GJ � nas�rit�e wa,rk_ W i��0��, �t�G�,rCt.u..L.i�... ��C�(�'� � �C'.t.r,G�.2'�.�_ . Ho'nt� � n�rn►�rvsraws►Yror� �EES � . ' ,I hereby aertlfy t1�at I lwv+2 nead 8nd examined this aPPI[cat9a► passenger aC fr�ight devator,[u�la,�talOr:l�o1►�ng wattc � '. arid know tfie satne hf f�e trve and aorret#. A![P�ns of ' Up to a�d hdudu'i9#50,000 of valtration=�350.00 , taws and ordtrwr�tes ganreming�this type af worlc will be Over�50,000 aE vatuatlan=�350.00 plus�6.00 f�ead� • . oamp�ed with whect�e�s�Fed perein or not Tt�e qranti�g flF #i,ovo.00 rn frattion�reoF ov�er;5o,000.oa a permit doeS hot p�+esume to give auU-�ohLy Co rlv�ate ar C�noe! ' � t#�e pravisions of dnY otf�t'Stabe or bd{aw regulatln9 ue+�,awnt�wat�or�vate e�esiiteace e�ovabo�: . on or the pe�ormanae af�vc.t;on. Up to arid iadudiog$20,000 oF va[uatqan=$7�0.00 Uver�20.000 of valual�on=$250.00 plus$3.00 for eacri ' ' �; c� �b"7 . �t,000.00 or fr�tian�ov�ec�zo.000.ao . . 51g c+�of tontractor or autlraized agent Date � Fees fpC ciu�jor al6erat9qri5 Shall be ds set fath�t Tabte 3 A aF the - . - - --- - UniEOtm Administ�-ati�e Cbde or Tabte i-A. Slgnatur+e of owner C►ate � �� t �1 � � w YALU�ITxON=.__. . ��-e. - -�' 3 5� .0� � Etevatar pian review and field inspec�ons wl[I be c�nduc�d by d�e Northwest Colorado Cour,dl . be forwarded to NWG'pOG for�ew and app�nvat. Schedute insp�cqons by con�Gting the MN t 970-R58-0295 ext 108. Pl�ase make d�dcs yabEe ta NWCCOG. � �� ;'r �� 11-02-2007 Inspection Request Reporting Page�'f6 4:23 pm Vail,CO - Citv �f Requested Inspect Date: Monday, November 05,2007 Inspection Area: CD Site Address: 174 GORE CREEK DR VAIL VISTA BAHN OPERATOR SHELTER A/P/D Information Activity: B07-0164 Type: COMBLD Sub Type: NCOM Status: ISSUED Const Type: Occu�pancy: Use: V B Insp Area: CD Owner: LODGE PROPERTIES INC Contractor: DOPPELMAYR CTEC INC. Phone: (801)973-7977 Description: CONSTRUCTION OF A NEW OPERATOR HOUSE FOR VISTA BAHN Requested Inspection(s) Item: 537 PLAN-FINAL C/O Requested Time: 08:00 AM Requestor: DOPPELMAYR CTEC INC. Phone: (801)973-7977 Comments: w/c cody�470-9139 Assigned To: BGIBSON Entered By: JMONDRAGON K Action: ...-------.� Time Exp: `�. � Iter�` 9Q'fBLDG-Final �` Requested Time: 02:00 PM Requestdr: ,DOPPELMAYR CTEC�NC. Phone: (801)973-7977 Commerits,�w/c cody 470-9139 Assigned To;, GDENCKLA / Entered By: JMONDRAGON K Actrpn: f' Time Exp: ��'�~ �,f �� '�... w. � �.� �_ ..__- "�:,.� �, ,:� 1 �� T 4 A'}.:� � �n��'.. �., _ �t'� -,,l i ,F�,� � ,$ I�"; , � r/� f � e- J... � � aa f \ �`1` �,' j , . .� � 4 � —_. �1� �� ._=�i � �,�`�1 \,f� ��, r� � i . E i Inspection Historv ', Item: 10 BLDGFootings/Steel + UFER qrd **Approved"`" `.� 06/28/07 Inspector: JR�71 Action: AP APPROVED Comment: FODTER AND FOUNDATION PAD APPROVED Item: 20 BLDG-Foundation/Steel Item: 21 PLAN-ILC Foundation Plan Item: 30 BLDG-Framing Item: 22 PLAN-ILC FRRMING Item: 50 BLDG-Insulation Item: 60 BLDG-Sheetrock Nail Item: 70 BLDG-Misc. Item: 90 BLDG-Final Item: 531 FIRE-TEMP. C/O Item: 532 PW-TEMP.C/O Item: 533 PLAN-TEMP. C/O Item: 530 BLDG-Temp. C/O Item: 535 DIA-30 DRY REMINDER Item: 536 DIA-SITE/LANDSCAPING Item: 538 FIRE-FINAL C/O Item: 539 PW-FINAL C/O Item: 537 PLAN-FINAL C/O Item: 540 BLDG-Final C/O REPT131 Run Id: 7199 . . � W ��_�� : , �� .�� - } �„ _ �..3-o� -oo zg � � F� y _.�. . ,;. . �.� c tr�.!.�; I�i:llc l 1��;� IN( . �� PY .a��i �o. Zc,o� � C� L� p M Uw..�s �r�.�- � � � �o� N�r. Leonard Sandoval Ap� 2 4 �001 "I�o�i-�i ol�Vail Uepartment ol�1'ublic Wc�i 's l,.O ��i`� A i.i09 Lli:llorn Grive w�` Q�'�/�f U Vail. C:O 81057 §.,, �,,c �� 1tL: Construction Site AcccSS .ind Staging Ylan— Vail's Fi•ont lloor Amended for 2U07 Construction Scason Dear Leonard. t�c�llo��ing is a summary c�l�the site sia�ing and acc;Gss plan iar the ceferenced E'roject: l. Schedule A. 'The construclion sch�dulc is based on 1�londa}� through F'riday 7:OOAM tu �:30 PM and Saturdays 7:00 AM to �:30 PM. Actual work haurs may vary lnrt t�ill conf�rm to "I'own of Vail requirements. B. The 2007 Vail Village/ Lionshead Village Construction Hours InPormaiion Handout for holiday hours is incorporated into the Project Schedule. C. Hyder Construction will provide �veekly schedule u}�dates to the Town of ' Vail. D. I-lyder Ccanstruciion will continue io attend the ��eekly "I'OV coordination meetings ta update the progress of the projeci and its impacts upon acijacent �ropertics. T. f1 plan for the occupancy orthe various buildii�gs �vill Ue issued at a later date. II. Attached is the site access and stagi�ib plan for the period of April 23. 2�07 through November 16, 2007: A. During this per•ioci the site will Ue accessed i'r�m Vail Road �n the ��est and from thc east via Vail Valley Drive through the Gt�ld Peak area. 1. Reference M}��'#2 for the traffic control plan for Vail Road. 2. Reierence MHT#1 ior the traffic control plan for the Gold Peak Children's Ce»ter. 3, It is assumed that thc bus stop at the Gold Peak Children's Center will be relocated to the Gold Peak turn out as it «Tas in the 200G Summer Constructian Season. �. A ience ��%ill be installed at Gold Peak ta separate �oiistruction activities fi•om the publie. � .,_•� „----�- �--- • � • ,_ _ .,�_._ �,_,__ ,_� ,•.: , n. v uii i�c;aw�a utrCS i7oi iili�tiu uii tisiii�, iut; v 15ta r3unn sx� nn �init surroundin� ski yard tor summer activitics. ,, , l, i , . • . . �. . � i.,� �.I„ �� • . . � F , , . . x , , _ � . ... , Vail's Front Doar— Site Access and Staging Plan April 20, 2007 Page 2 of 4 1. Reference the attached Vail Resorts signage plan for pedestrian access to the mountain. 2. The bike path will be closed between the Bridbe Street Lodge to Bric�ge Street and Vail Raad. A detour on the bike path will be set in the vicinity of the Tivoli Lodge. Signage will be posted along the path directing traffic to the Village. Local pedestria» trafiic will be allowed between the "I'ivoli ai�d tlie Bridge Street Lod�e. 3. Mill Creek Road above the project site will be closed to pedestrian access at the Rockledge Road turn out. 4. A 6' hi�;h fence with �reen scrcen will be installed on the west, north and east sicies of the project. A 4' high green mesh construction fence will be installed on the south side of the �roject on the mountain. 5. The pedestrian streetscape work around One Vail Place, the Hill Building and Bridge Street Lodge will commence on April 30, 2007. C. Work occurring afier Noveinber 17, 2007 will be performed under a separate site access and staging plan. This plan will be submitted to The 1'ow�z of Vail by September 15, 2007. III. Access to and from the site will be managed from a check point at the delivery zone on Vail Road. A. The construction access trailers will remain at the south side of the site in their current location. Visitors to the construction trailers will be directed to access from Bridge Street. B. A delivery check point is established at the west side of the site off of Vail Road. IV. An emergency egress plan by BCER Engineering showing e�ress �3atterns trom affected areas of the South Lodge Tower, the Lodge at Vail and the lower level of One Vaii Place has been submitted under separate cover. V. Building specific emergency egress plans for the upper Levels of Oi1e Vail Place and the Hill Building will be submitted separately. VI. Homeowners and merchants in the surrounding areas will be pravided with notice of the construction site access and staging plan once the plan has been approved bv tlie Town of Vail. VII. Temporary task lighting within the constructian siie will be provided to meet OSHA standards and will comply witll The Town of Vail lighting discharge requirements. Vlll. 1'wo tower cranes will continue to be utilized on the site. No crane pick will be allowed over occupied areas or buildings. A. Aviation beacon lights are mounted at the tops of each tower crane. I3. `1'hree emer�ency drop zones are shown on the Construction Fire Department Access Plan b}' BCER Ei1�111�eI'II1�T. These may be utilized in the event of an emer�ency to evacuate an injured person from within limits of construction. Vail's Front Door— Site Access and Staging 1'lan April 20, 2007 Page 3 of 4 IX. Concrete truck and concrete pump wash aut will be allowed only in designated areas within the limits of construction. Prior to completion of the project these • �vash out areas will be remediated. X. Mill Creek Circle will not be used for construction access at any time. XI. A detailed SWMI' is posted in the job site trailer. A. Copies of the SWMP and constructian dewatering discharge l�ermits have been provided under separate cover. B. Street sweeping will be provided at both the Vail Road and Vail Valley Drive access points as required to minimize dust and vehicle tracking. C. Dust within the site and on the Gold Peak access road will be mitigated witl� the use of water trucks. Ma�nesium Chloride may be used on the Gold Peak access road if required. XII. All construction personnel parking will be managed offsite. A. During the summer building season the Village parking garage will be utilized. XII1. Names and co�itact numbers for Hyder Constniction are listed below A. Doug Thompson, Project Executive Office: (303) 825-1313 Direct: (720) 932-3264 Cell: (303) 829-5950 B. Scott Miller, Project Manager(Site, Parking Garage, Chalels) Uffice: (303) 825-1313 Direct: (720) 932-3271 Cell: (303) 882-6238 C. Richard Snyder, Project Manager(Lod�e ai Vail and Skier Services) Office: (303) 825-1313 Direct: (720) 932-3279 Cell: (303) $29-2644 D. Chad Craft, Project Manager(Ski Club and Chalets) Office: (970) 476-2813 Cell: (970) 471-1497 C. Jeff I-Iaselhorsi, Project General Superintendent Cell: (303) 829-57�1 Site: (970) 476-2811 ' F. Bill Partridge, Project Superintendent (Parking Garage and Siie) Cell: (97Q) 471-5729 Site: (970) 476-2811 G. Rene Robleda, Project Superintendent (Alpine Club) Cell: (303) 829-1331 Site: (970) 476-2811 H. Steve Barden, Project Superintendent(Lodge at Vail) Cell: (97Q) 401-0038 Site: (970) 476-281 l I. Steve Kelley, Project Superintendent(Skier Services) Cell: (970) 471-5729 Vail's Front Door— Site Access and Siaging Plan f��ril ?0. 2007 Page� c�f� Site: (970) 476-2811 ,l. Je�hn King. Pr�j�ci Superintendent ("1'llc Cha(els) Cell: (970) ��5-004� Site: (970) �76-2811 K. 24 I-lour Emergency Number (303) 459-5208 ��Ve reco�nize thal there �vill be a considerable amount of construction activity ��ithin the To��n of Vail occurring concurreni wiih the constructian ol�il�e Vai1's i'ront Uoor 1'roject. We understand that moditications to the above plan may Ue necessary ior the work in the area ta be completed successfully and on schedule. We will coo��erate in any�vay feasible recognizing ot course that �ve are alsa under a very tight constniction schedule for the completion ol�the project. Sincerely, HYDLR CONS"1'RUC'rION INC., by ___� .. ;..-,�_ � �-:=�. ..,_._---�---_._�__-___ �---+�.�---..�:-� _ Scott Miller, I'r�jeci Manager cc: Mr. Rick Caudel, Vail Resarts Development Co. Mr. Brian McCartney,Vail Resorts Mr. Charlic Davis,To�vn of Vail Chief Building Official Mr. Mike McGee,Town of Vail Fire Marshal Mr. Matt Royer,Construction lnspection Agency Attachments: Site�ccess and Staging Plan Phase 1 —Pebruary ?G,?OU7 MHT#1 and�#2 Vail Resorts Signage Alan .lob 1-tazard Analysis t'nr Sitc Safety and Cranes � � �� C:"��.��T�.'[_.��'TfC.�'� I'��[_`. JOB HAZARD ANALYSIS FOR SITE SAFETY AND CRANES JOB TITLE: VAIL'S FRONT DOOR GENERAL CONTRACTOR: HYDER CONSTRU�TION INC. JOB LOCATION: VAIL, COLORADO PROJECT EXECUTIVE: DOUG THOMPSON SAFETY & TRAINING: NICK FRENZE, MILLER SAFETY JEFF HASELHORST,BILL SENIuR S U�E1Z1N 1 ENDENTS: PARTRIDGE,RENE ROBLEDO, JOHN HING Date: November 15, 2006 STEP HAZARD NEW PROCEDURE OR PROTECTION Coordination with Miscommunication Discuss safety policies and procedures with GC. Contractor Safety Emergency Work Injury First-Aid/CPR qualified personnel on site. Res onse Safety Emergency Work Injury Emergency phone numbers listed in job trailer. Res onse Safety Emergency Work Injury Crane equipped with personnel stretcher (stokes basket). Res onse Loss Control, Safety measures Hyder's full time Director of Safety&Training will oversee Inspections neglected or ignored. operations and ensure compliance company policies. Work in'ury Loss Control, Safety measures Documented weekly jobsite inspections. Documented Inspections neglected or ignored. monthly tool inspections. Daily Pre-Task for each crew. Work injury Weekly behavior audits erformed. Loss Control, Safety measures Strict discipline program for ALL employees. SEE HYDER Inspections neglected or ignored. SAFETY PLAN. Work in'ury Loss Control, Safety measures Full compliance with OSHA regulations. Inspections neglected or ignored. Work injury Loss Control, Safety measures All employees riding in vehicles must wear seat belts. Inspections neglected or ignored. Drivers must follow all posted signs. Work injury Personal Protective Personal Injury Hardhats worn at all times on site. Safety glasses to be worn E ui ment at all times. Gloves as re uired. Personal Protective Cannot perform job. Employees installing cable clamps will be allowed to take Equipment/Gloves Clamps installed gloves off while installing clamps. As soon as clamp is incorrectly. installed gloves must be worn. Personal Protective Personal Injury Proper clothin� and work boots. E ui ment Personal Protective Personal Injury Foimal monthly inspection of PPE Hyder inspection Equipment checklist. Hazcom Employee exposure Hyder Hazcom Safety Policy is on site in the field office. Page 1 of 6 ,�• � �� f.'t:}?�:�T�[.'C`�l I�)'4 I'��`. Hazcom Employee exposure Chemical inventory list and MSDS will be specific and u dated throughout the project. Hazcom Employee exposure The hazcom will be available for all employees. Employees will be instructed of the location of the hazcom acket. Hiring practices Inexperience help Written applications, references, diug screens, tool work comp fraud inspections, site orientation is required by all trades. Orientation is given by the H der Safety Officer. Hiring practices Inexperience help Applicants interviewed by HR Dept/Project Manager or work comp fraud General Su erintendent. Hiring practices Inexperience help Hazcom training prior to start. work comp fraud Tower Crane Falls, worker injury, Vertical and horizontal lifelines shall be installed to the boom Erection overhead protection and tower frames prior to erection for use to access crane for erection and maintenance. Tower Crane Work injury, Are to be barricaded to keep other trades out of area of Erection overhead rotection erection of crane. Tower Crane Work injury, At no time shall any employees work over another employee Erection overhead rotection erecting the tower crane. Detail Crews Falls, worker injury. 100% tie off when exposed to a fall hazard great than 6' Fire hazards. andlor within 6' of the leading edge. ALL EMPLOYEES Overhead hazards. Detail Crews Falls, worker injury. Inspect floor below before start of work for: Other works, Fire hazards. fire hazards, equipment, etc. Overhead hazards. Detail Crews Falls, worker injury. Baker Concrete to cap all rebar prior to employee exposure. Fire hazards. Overhead hazards. Deck Forming Ops Falls, employee 100% tied off above 6' and within 6' of the leading edge. injury, or illness. Hazard line systems to be used. 100% tie off to be used outside the hazard lines. Deck Forming Ops Falls, employee Housekeeping kept regularly by Hyder and Baker in'ury, and illness Construction Tower Cranes Employee injury, Tower cranes are not contract to Hyder but will be operated equipment failure, by Baker Concrete Construction up with contract collapse responsibility for contracts on cranes to assure of a 3rd party inspection after erection of the tower crane. Cranes Caught in between, Company trained and qualified operators. damaged equipment, damage to structure. Cranes Caught in between; Yearly crane insnP�t;r,,, hy�„t�;�P �P��,�P. ��r�;;�h?�� uru � damaged equipment, daily logs kept by operator and Hyder Superintendent damage to structure. equi ment manager. Page 2 of 6 e� . �� t'C_��:�T�.I_�'t_`T[�..��? I��`. Cranes/Mobile Caught in between, Craz�e radius flagged off. damaged equipment, damage to structure. Cranes/Mobile Caught in between, Back up alarms on all cranes damaged equipment, damage to structure. Cranes/IV1obile Caught in between, Overhead clearances checked. dainaged equipment, damage to structure. Cranes/Mobile Caught in between, Assistants to the operator: Spotters, qualified flagmen and/or damaged equipment, radios. damage to structure. Cranes/Mobile Caught in between, No personnel hoisted by cranes. damaged equipment, dama e to structure. Forklifts Crushing employee Trained and qualified operators. in�ury Forklifts Damage to the Back up ala�m, assistant to operator for backing in blind or equipment or maneuvering in tight areas. structure. Materials on roof Objects falling. Area below will be secured and marked as no access alid structure Worker Injury (DANGER) Materials on roof Objects falling. Trans picked up regularly. and structure Worker Injury Materials on roof Objects falling. Oxygen and acetylene hosted in proper carts. and structure Worker Injury Access Falls, worker injury. Ladders to have monthly inspection tags. All ladders Third party liability. inspected before each use Access Falls, worker injury. Ladders tied off with rope or chain. Third arty liability. Access Falls, worker injury. Ladder access to comply with OSHA regs. Third arty liability. Access Falls, worker injury. Rope at all access ladders to lower or pull up tools and Third art liability. materials. Access Falls, worker injury. All trades to use our ladders. Third arty liability. Fire Prevention Fire,personal injury, All employees trained in fire prevention. HOT WORK equipment and PERMITS PRIOR TO ANY HOT WORK. structure damage. Fire Prevention Fire, personal iniurv_ FirP Pxt;n�,,;�hPr±��,A��.,,,oa ..,:.,.:.. ,�� r_„ ,__. . , ., „ __b�......,� v rJ1GLV\+U ,��«�� u� a��u� worx. equipment and structure damage. Page 3 of 6 �,� �� .'�_)�:�T��{� TIt��; I�F�`, Fire Prevention Fire, personal injury, All torch sets will have backflow valves/quick connects equipment and attached to gauges. structure damage. Fire Prevention Fire, personal injury, Fire blankets where necessary. equipment and structure damage. Fire Prevention Fire, personal injury, Approved type safety cans with antisplash screens and loaded equipment and spouts. structure damage. Fire Prevention Fire, personal injury, Fire extinguisher on all cranes and designated area trough out equipment and the building. structure damage. Fire Prevention Fire, personal injury, General Contract to meet standards for posting fire equipment and extinguisher every 3000 sq. ft. structure damage. Fire Prevention Fire, personal injury, Trans clean-up on a regular basis. equipment and structure dama e. Wall and floor Falls and worker All workers will be trained to tie off when working within 6' O enin s injury. of the leadin edge and/or above 6'. Wall and floor Fall and worker Guardrail installed around all major interior openings, o enin s. in'ury. including elevator shafts at each floor. Wall and floor Falls and worker DO NOT ENTER tape installed 6' back from temporary o enin s injury. leading edges. Wall and floor Falls and worker No unauthorized personnel allowed on roof or floors until o enings in'ury. released by Hyder or the Site Safet Director. Utilities/Electrical Electrocution Electrical color coding program to be used for ins ection. Utilities Public utilities GC to identify underground and overhead wires, manholes, service damaged, etc. disrupted, electrocution, fire, ex losions, cave-ins Utilities Public utilities GFCI to be used for all temporary power. service dainaged, disrupted, electrocution, fire, ex losions, cave-ins Water, sanitation Hepatitis, disease, Clean water, containers, and cups GC will supply and worker illness maintain ort-a johns. Page4of6 ; _ � � �� °(�1��T�Ir�=`TI��'� 1`�'�`, POST ACCIDENT RECOVERY PLAN l. PRE-PLAN a. Anticipate your needs as work progresses. b. Have a plan and train employees. 2. WHEN A FALL OCCURS, FOLLOW THESE GUIDELINES: a. 17etermine the seriousness of any injury to the fallen employee. If the employee is unconscious,bleeding, and/or pain in his back, etc., call emergency services if needed (Ca11911). b. Assure a clean access path for rescue team. c. Determine the most effective means of rescue. d. Protect the rescuers from injury first. e. Stabilize the injured employee if possible prior to moving him to prevent further injury. f. Lower the employee to a safe area. g. Re-evaluate injuries, if any. h. Transport to the designated medical facility, if treatment or a drug/screen is required. i. Check fall protection systems immediately to determine damage. Replace or repair any that received load. j. Remove the employee's full body harness and lanyard from service and have inspected by the competent persons. k. Always conduct an investigation and document. 3. RESCUE EQUIPMENT FOR RECOVERY OPERATIONS MUST BE AVAILABLE FOR USE IN CLOSE PROXIMITY OF EACH WORK AREA AT ALL TIMES WHERE EMPLOYEES ARE EXPOSED TO FALLS. THE FOLLOWING EQUIPMENT MAY BE USED FOR RECOVERY OPERATIONS: a. Ladders. b. Cranes with stokes basket or personnel work platform. c. Scissors Lifts d. Arial Lifts e. Descent Systems f. Never attempt to lower employees from a point above them without a mechanical advantage. (One human cannot hold another). g. If you are not sure of the rescue situation, do not hesitate to ca11911 and let the fire department rescue employee. h. Hyder may assist with cranes for rescue of other contractor employees but not only under the instruction of the Controlling Contractor. Scope: To provide the safest work environment for our employees and surrounding workers of this jobsite. Page 5 of 6 .� �� .`(;?1�:�T�.I_'(. T'[�l`� I'��`, Equipinent: Full body harness, 2-six foot shock absorbing lanyards. Secured Anchor point will be used with inline shock absorbers, and rope grabs. Training: Hyder Subcontractors and Hyder employees trained in the con•ect use of all fall protection equipment. All employees trained in Hyder protection policies and procedures. I�iscipline: Hyder wiil discipline any employee not complying with Hyder safety policies and procedures and/or jobsite rules. Incentive: Hyder has a quarterly incentive program and will reward employees, who have not been disciplined, or have a recordable or lost time injury. Fall Protection Procedures: All Hyder& Subcontractor employees will be 100% tied off or protected when exposed to a fall hazard. Fall protection procedures may change as job progresses to protect employees from unseen hazards. Page 6 of 6 . F`t:Ui I :CC �NTERPRISES FF�X N�. :97�?�2.r'753F] �pr-�. 06 2'd�6 fll:53.F'M P2 . . i � _ . � CC ENTERPRISE5 - TRAFFIC CONTR�L SPECIAL[STS, 1NC � Confiracfor, HYDEl7 �ONSTRUCTfQN . PAGE #2 � Project; VqIL FRpNT DOOC� (Ml�� CREEK CIRCLEj Method of Hand)ing Traffiic; TI�UCKS TURNING ON � I..ANE ROAD . ' PREPARED BY; N ��- UI/.' i fn.�i. r�••r rlovf �i�l%h f(J�' �y � . ' . � • ATSSA TCS NAME DATE • WILLpw�oqb . � S L�?i � . �� . . 0,9 , m�x,x: O � iweMNC: <�, oN • � , . _ ,�� ?�O+ . �� . . � . . �.".�-� � - E FOREST ROA�7 � 200' � � . ' . � ,200' � . WORK . . S� �� ""�`` ENTRAJ�lC� ONIM1W • ��5: . � . 1• GONTRACTOR WlLL HAV�TRUCKS TURNII�G ON AND�FF ROAD Ai`�fVTRANCE TO WORlC 511'E, � . 2. FLAGGER AT E FOREST RD AND VqIL RD lNT�RSEC110N WILL ALLOW lOCAL TRAF�fC TO PASS THROUGH . AND CONTROL DEWEf�(ES TO TWE 51TE. TH�FI.AGGER AT S!1'E ENTRANCE UVILL CpMR4L TRUC�<5 LEAVING 1}iE 51TE AS THkY ENi'ER THE ONE WAY, 51GNS; � 2- TRUCKS ZURNING p� �{Wy . 2-FIAGGER SYMBOI � � . � ��. � �`,'��1 :CC ENi"ERP�IScS FAX NQ. :9702d2F53(3 ,+� Apr. 06 �29�6'31:5oPt�1 pi ''i%1 1e� ` ' ��A� � �tH ' � 51 CC ENTEI�PRISES - �RAFFIC CONTR�� SPECIA�.ISTS, INC Cor�traCtor; HYDER CONSr1�UCT1�[� PAGE #1 ProjeC�: VAI�. �RONT DO�R (VAIL VALLEY DR1VE) . � � Method af Handling Traffic; 7RUCKS TU�NING ON 2 LANE ROAD � � . � N • � �� { � � PREPAR�D BY; � W E • . U �rint� f na�r. !l (1b' OG' ATSSA TCS fVAIVIE pq-(� S ' nn+uia ' �-r--`�`.�_ +-_+�� . nm.n�c � ON Ntw Q . 2��' � . _ y . � . y� } '�` � . . . ' M� tUf�NUU� ONi 200' . � . , . , � � . . . PAR14Poc'a � N Q . tor � i�, �� . `�r:,, . . . � n . . "41 . A�r ~� • . ! �� . � � G��q,.�,u�.noA° .�oo . � . _ .�� . . �vor�s: � t. CONTRACTOR WtLI.HA1l�TRUCKS Tl1RN(iVG�N AN{7 O�F 1/q�L VAl.LEY DR„ DURING WQRKING HOURS ONLY. 2. FIAGGERS ON VAIL VALL�Y ROAD WiLL S'fOP T�AFF�C�pR JRUCKS NRMNG. FLAGG�I�ORI GRAi��t1 wo��r nnnn�x,�� T,.�,,.�,....- --- -. - .-. .�•,•••,••..r,�, ,y��o�vr �t<uc_KS t-UI2 PARKING LOl'TRA�F�C. � SlGNS & Q�VlCES: 2-TRUCKS TURNING ON HWY 3- FLAGGERS SYMBOL . -`��) �� E¢gineering,Inc s1m w xou,sm mp Aev.n.�CO 80(IU2�1838 Pxx�3Qi42?J4pp Fa 70i4227900 � O � � V1 � H��1 �V � o�/neee�.oesrt VAIL RESORTS DEVELOPMENT COMPANY AWN.COIABA]10 42�40 D ARCHITECTURE ��a� ..�ma+.+,.�� ,� ��. •`�� j�9 �OP � I O� { o 5 �d Site II I I II SITS CONSTRURCTION FIltE DEPARTMENT ACCESS PLAN FDC06.A �•��-�� Eagineering,Iaa s�xo w po.o,wn mo ��wh�O 80001-1938 R�30i4L+Ji00 Fi.c 30i122]900 � �1 O �. � V 1 a � � � ORNSR/DEVAOPHA VAIL RESORTS DEVELOPMENT COMPANY APoN,COIABAD� 42�40 ARCHITECTURE �� ..'��.,.°W°'�.�..a� .�.�..� �.�....�,.�� N0:2D693.03 � ��9 aOpP � 5 a 6d Sik II I I I� SITE CONSTRUCTION FIRE DEPARTMENT ACCPSS PLAN FDC06.B ,.=,o.-o. � 7'EMPORARY REClAS61FICJ1110N 4F AS8EM8LY�lCY ROOM& e�e. a�sort ros�oxur,wr meo e�ooaivwns. a.waa adaieieiax ru e�aoo. 0. ClRE11I lOSRD OCGRAIR 14tD 6!!0 OOpIPAI�x OL GIR�IC CGIEIRICIpN Mtl E cJ00. �.� 111lIfitN ACQSlIF ROIIIE. � —� �xxnw mn�a wr. IA EXTERIOR IXIT COVERED D(R STAIR SCAiFOLD (MIN. 44� N IX!T t0 LOBBY � No1Es . TASfE NC pIARt Po!11E WlA00f6 11LL t SIOlfO N MIlADOY G RH SWING DOOR IN GYP. BOARD PARTITION TO STRUCNRE. PROVIDE EXIT DOOR MATH EGRESS HARDWARE AND SIGNAGE AS REQUIRED. i � I � 'STAFF ONLY' EXtT DOOR WITH PANIC HARDWARE AS REpU1RED. STAFF TO EXIT T� ��. 1 wu�ruN AocESS�s� �ROUTE AND EI(ISi1NG DEYO AND CON5IRUCTION L I EXTERIOR ' �' ►1AINTAIN �cimNC oc�r PAiH NOT—RAiED DfIT ABOVE LEVEL t —NEW PARTRION T - � �� _� S _ � �� t � °�! '� oamNC noo�s oN xo�n-oP� uflnca lI CONNECTED TO FlRE ALAR11 � �=T TO BE MAIlRAINED DURING CONSTRUCTION. E)Uf EXISTING LODGE AT VAIL & INT'L WING CONSTRUCTION TYPE: IIIA (ASSUMED) �� B � y � .> _ 1 YAINTAIN PROiECiED COVERED TEMP PASSAGEWAY AND TEIIPORARY STAIR DURINO CONStRUCTION IN ACCORDANCE WtTH IBC 3306.7 NEW OVEI�IEAD PROTECTION TO BE PROVIDED WHEN OVERIIEAD PROTECTION IS REQUIRED.— EXITING IN PLACE AFfER DEIIO OF SOUTFI BUILDING NEW SPA LOWER LEVEL CONSTRUCTION TYPE: IA � �� CEP01 � "_3�'-0" D(1511NG �POS�ED EXtT rost<so OCCUPANTS � A ' EXISTINC DUT ...�. :°��:� �_ , ��,� 4 . ��1 15' 0 15' 30' 60' � � � � � EXI5IING POSTED EXIT aosr <iu OCWPANTS C EXISTING E1QT � ?OSf �200 OCCUPAItTS D EXIT FRON VAIL PLACE ON BELOW. onmNC ocR e�.,� TEYP EGRESS STAIR. L'"'� 1 12' STAIR 0.2 = 360 OCCUPAttT CAPACITY. r 'r _ 3fT HAINTAINED CLEARANCE NEW CONCRETE/PAVED SURFACE CONNECi1NG C04ERED PASSAGEWAY AND TEMPORARY EGRESS STAIR (OCT. 31. 200B) NOTE: AREA TO BE I�PT CLEAR OF FUMIUBLE OR COMBUSTABLE MATERULLS POST'NO STORAGE ON DQT PATH BY ORDER OF TOV FIRE DEPARTMENT.' TEMPORARY YECHANICAL AND EIECTRICAI EQUIPNENT ROOi1 (PER BO-016 6.14.2006 PERAIIT/ASIB-001) WRH EXIT TO EXTERIOR EXIi ROUTE. FIRE DEPARTMENT AND EMERGENCY STAGING AREA � EXIT AT ONE VAII PLACE PUZA FENCE AT CONSTRUCTION S,w,'�ING LINE ;�,,�� l % i � ENG[NEERING, INC. 5420 Wneo Row,Su� 200,ARVwn,CO 80002•1838 Pxo�303.4227400 F�x 303.4227900 li� 0 z z � 0 � Z W 3 � V�O u,O � � a° .—�i�IoMi� U3�� Uj� � �� ° 3-1 � O C i--�i � � o � � �, o � �+ ; o U g � � � O A � � J � � � w � � o6 � � � Q � � � o -°o� � � ° � U `�' A 1 > < �'� � � � � � �. J ,,�___ , :� � . .e € 's � x �'� ! � r _"�-- �sL,�ugo ca+smucnan am,wcc � / � ��St (SCE)SFFLY9ElNSfALLID AND , 9LT CE . � � I PRO�� \ . YAINTAINm AT ANY CCESS PqNT� � � �b •f�� -a•[ 7XE 91E ALL TFAFlIC _NNG 7HE 51 ��. ..N ��g5 � \ � r" ALL BE dREC7ED M SCE �, � '.� m�•r SOUT7 TOWETCb0. E � � � \ `�' �o,� �� '� � �� s �,j, ��. s �� ie �� --- I \ � . - � "° �<_ � �- �� —_ _ , , _., tn 'Fltirj . -- ' - ��.�. .:.�� g ,-�. ��. � � -._ , irr � 1 i ., /^ _ t� m i u� < � ( i � '___ ' ..--�i ��yT�� .. i,, i , . � o � onsnNC }�--; � � D. 1, �+a 4 �.� �EGETAlION ' '� . TO RDANN I �-'+ � - ` p C9 ' UNDISTUflBm a�� j` ' °F - 0 4 '.-��: 'f +yr'�" � �UNfiik4 UNITS!!' �''. U.SF.S I ?@�� . �� ..��- r o�� ' b_ 1 i �ppA�pS00� I � _ _J�- t .�z.. J '.I - BOUlDiWY � � _'L - -- �'2�` �'� ~°:.�. _ ' - � � " " � I s:` , ' �-, - �a.,�, �, �cnor� ' i i uaR ss. � ,�nr��e �` � �,: awcts _ AT ROCK�EDCE i�+m�V i �� 1 : UNIT 12�1 � n�,-«� � ,' :� � �� `� _ .(5EEtt1� I � � - -- `m�-� �1 � � �`� ' � � " -- ' - .. , , ,. -. . ...HA(p TE��. � . r: �i '�i A:i STAqNC D MATEISAL STOkACE-�Ia� .n, i {� _ _ ��'.,'} �,v.�� , i `'�wsmrc�`'-y.. ,�,`�?-r •y /ST�p,N� ^ ,G . '�� ' . "�""'�.i. � VE4iTA110N... q�4H _ � OOS7INC ��%.1�i � �6"4'"s--1�� TO REMNN yE(�E7ATON �'� � UNDISIURBED _ i ' ., 1■ ■1 ��-7l�""�•. ��O TO REMAIN o- w�r � �+' � �.,,� � UNDISNRBED U.SF.S� ,- ,..SICfFENCE � •� `" : � ,,-�,�,.� �� ,: � ,v,,,� �---------= -_ . �.',�� . ` f �__-__�__- . . _' � _ . . �� "+t �:. ---- ` ♦. ..'�4,x--_.:"�-..r�� 'usvs. �_a— �� ._... �asnNC�c��non �� . - �� ARE/S TO REMAIN .' /'al��1ltlrtl��l��ll� _y UNDISNRBED WRING ' __ �, �/�� ca+smucnon � vrtarasm �� r�ci'°°' �i BQINDARY . �1 � � SILT � \\ �. � . �� . � ti� � __ ` I y_ ' -- _ � SI TE STAGI N G AN D - - ACCESS PLAN GRAPHIC SCALE � ' - � , y ,m.�, H ASE -2/� - 2007 ��c_�a n . .. - LEGEND O O O n�/�n O O O PROPOSED STABILI2ED -0 O 6 7ROPDSED CONSTRUCTIDN PROPOSE�CONSTRUCTION - 17VE CONSIRUCTION ENIRANCE O O O�O O O O FENdNC ^.12}jD;�; MANAGEMENT OFFIGES PROPOSED CONSTRUCTON �(�pypqyy/Tpy,yyfpq�� PROP�SEDMR7ERIAL ■�I��I��I��I��I� PHASINGBWNDARY —iT—aT— PROPOSED 9LT FENCE � � STORAGE AREA REVISIONS TO 7HESE PROPOSEU EROSION CONiROL THRd1GH UT IHERCONSTRUCTI NESEWEN�NG PROCESS a 4 a��ES a 4 a EXPORTEHAUL ROAD GENERAL NOTES ST�GING ANO ACCESS NOTES: 1.SEE GRADINC DETAI�SHEETS FOR EROSION CONTROL DETAIlS AND NOIES. 1. LOCAL AND CONSiRUCT10N RCCE55 fROM GOL�PEAK TO THE VISTA BAHN CHAIRLIFT ALONG THE SOUTHEAST END OF THE SI1E WILL BE 2.CONSTRUGTION FENCE BY FIY�ER CONSTRUCTON. UMITED. THE COLD PEAK ACCESS ROAD AT 1HE VISTA BAHN CHAIRLIFT - WLL BE CLOSED DURINC TNE 2007 CONSIRUCTION SEASON. 3.WATER OUALITY AND GONSIRVCTION DEWAIERING BY.�NN ENGINEERING/HYDER CONSTRULTION. 2 VAI�RESORTS DE�ELOPMENT C0.(VRDC)TO PROViDE MPROPRIATE 4.N1DER CDNSTitUCTON TO PROVIDE ALL THE NECESSARV EROSION CON7ROL RENSIONS DURING ALL AND ADEWATE SIGNAGE FOR ttO5URE5 AT GOLD PEAK AND AT pLL CONSTRUCTON PHASES/J!D PRONDE SWHMP(OLLOVANG CONSTRUCTON COIAPLETION. ACCESS POINTS TO iHE SKI YARD ABOVE TME CONSTRUCTON SITE TO 1HE EAST,SDUTI AND WEST OF PEPI'S fACE. 5.ALL INLfTS IN THE CONSiRUCTION AREA SHOULD BE PROVIDED YATH EROSION CONTROL PROTECTION AN�AS CONSTRUC710N PROLEEDS,ADDIPONAL INLET PROTECTION MAY BE REOUIRED. }, CLOSURE ABOVE HOCKLEDGE ROAD MA1H BE GATED,SICNED AND MAINTI,INED BY 1HE CONTRACTOR DURING CONSTRUCTION FOR ME MRL 6.CONSIRUCTON EIAP�OYEES WILL PARK OFF-SI7E. CREEK ROAD CON57RUCTON ACGE55. 7.OFF-Sll[RUN-OFF M�Y BE MEAV1'AND IS TO BE CONTROLLED BY VAIL RESORT$DEV C0.(VkDC), {. '(ME CONTRACTOR IS TO PRDNOE ALL THE APPROPRUTE ON SITE SICNAGE FOR SKI YAR�AN�CONS7RUCTIDN AREA CLOSURES. NOT &DE-WAIERWC OF THE BUIIDINC FOUNDA710N5 N9LL BE PRO�IDED BY A SEPERAIE ENGINEER. �IMIIED TO PLA2A5,BINE 7RAIL5,PEDES7ttIAN WAU(WqYS,ETC. 9.91E GtEAN-UP AND ADJACENT PROPERTV PROIECTON SHALL BE THE RESPqJ51BILitt OF iHE GENERAL CONTRACT�R AND NAINTAINED,YMEN NECESSARY,PER THE T�WN OF VAIL REGS. vaansow.owcvawwnov-s..,w+c.ncc _ a uxm�.asnM..�m L ��, I I°i, �� a "� �,�_-�" ,.-� �-• r � , ` ��, � `�� ; �' 1 � r r /, �f�±L z l��. CHWSTIANA ■.'i .. �'� ;i.'c�� _.. �v �,p .�\� " �� '. -. 1,1 -�� _� Y� j`. ._ '�� , 3 \ \�� , fl' :i � �L-- "' � J r �,:. � ��" � '- �'" .0 m,,p � �,\ r--J � - ,ce n �/� F L I ...`-..� � � t N PN �or � -. � j ��. 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'� r mbm rat75 pw u =��..�— �.__ ,� w P'`�►�� \ - j _ �: �. i - �-_� � -, ;��, �. _ .$7 FENCE(7YPj �= �� ` ' \ � ryLOT 14,.�OCK 1 I "`�-�—'T� . � i __ i ,, �. � i a�oriocw s � ... � 1' � - �I - cor�smucnow eccESS ��. .`� � \, � . . ,. ONLY.AT COLD PEAK �\ t ,-. . J ; IURN-OFE'($EE INSETi � � . �' � i _ �- � _:�� _ +��^\ I, �+ �y� ,...._. ,m / . .. - �."_ . . . .. - - .. - -'. __. . . _ � "I Ql\ . g � .` .._ . . \ � tr , _.. , _ ,. .c _ � ...� �. '_' \�.._ r, -- ROCKLEDCE ROAU '.- _-. -�' �.... � .. . - �r N � . � _ "_.' " � . V T7E CONIRACTOR IS TO ,�� PRONDE MPROPPoA7E �� SIGNAGE FOR ROAD � ; . " �PO�p . � CLOSUFiE NN ACCE55 _ 4 /\ , ' y .__ ' / � _ _ / - - � anovosEU Qes / \ z ' / �ESSERY BMR� . '- �\��/ � ANU GAIF.IUCARI AND SIiE ..: '/ �.� PR�OSED " .. f��157RUCTON ACQ55 ONLY . iNE CONTRACTOR IS TO ' . ,... R��E RO �` '_- BARRItl25 ANb AIED pRONOE APPROPPoATE ' I I -. 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LIMITED PEDESTRIAN & CYCLIST ACCESS TO vAIL MOUNTAIN PLEASE FOLLOW DIRECTIONAL SIGNS T4 CHAIR 12/ GOLDEN PEAK � � � ,..�` ,,,:, � V ,alL R ESC� R �r � � � .��x:,� . � �,��,_ Vail's Front Door Summer 2007 Signage Key Map: Aeriai Photo with Pedestrian Access Route Highlighted Sign Breakdown (Please Reference Exhibit ��A" : 1: Single Sided, with signs A, B, and C: mounted on black metal stand with sign post. 2: Single Sided, with signs A, B, and C: mounted on black metal stand with sign post. 3: Single Sided, with signs A and B: mounted on black metal stand with sign post. 4: Single Sided, with signs A and B: mounted on black metal stand with sign post. 5: Single Sided, with signs A and B: mounted on black metal stand with sign post. 6. Single Sided, with signs A and B: mounted on black metal stand with sign post. 7. Single Sided, No Vail Mountain Access, Service to Pirate Ship Park Only! Please follow directional signs to Chair 12/Golden Peak. 8. Single Sided, Heavy Construction Traffic!!! Please be aware and obey all posted signs! 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 #: A06-0068 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-FOUNDERS PLAZA Applied . . : 07/28/2006 Parcel No...: 210108278002 Issued . . . 08/03/2006 Project No : Pr fOG �'d o.�-� Expires . .: O1/30/2007 OWNER LODGE PROPERTIES INC 07/28/2006 �64��0 PO BOX 7 VAIL CO 81658 APPLICANT ENCORE ELECTRIC 07/28/2006 Phone: 970-949-9277 P.O. BOX 8849 AVON, CO 1060 W. BEAVER CREEK RD. AVON, CO 81620 License: 668-5 CONTRACTOR ENCORE ELECTRIC 07/28/2006 Phone: 970-949-9277 P.O. BOX 8849 AVON, CO 1060 W. BEAVER CREEK RD. AVON, CO 81620 License: 668-5 Desciption: VAILS FRONT DOOR-RELOCATE HORN/STROBE FOR FDC AT FOUNDERS PLAZA Valuation: $500.00 ***************************************************************�**** FEE SUMMARY ****************m******************************************* Electrical---------> $o.0 o Total Calculated Fees--> $2 5 0.�5 DRB Fee---------> $0.00 Additio�al Fees----------> $o.0 0 Invesrigation----> $o.00 Total Pernut Fee--------> $250.�5 Will Call---------> $0.00 Payments------------------> $250.75 TOTAL FEES--> $250.75 BALANCE DUE--------> $0.00 ********************************+********************************�**********�***********************************************************�*******:� Approvals: Item: 05600 FIRE DEPARTMENT 07/31/2006 DRhoades Action: APPR Ok to sign off per Mike McGee. **��*******�****************�**��**************�***********��*********************�*�***:�******************************************************* 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 ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. �e:G�1�' /��, SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF *��**�***********�****************�*****�*****************�******************************+** TOWN OF VAIL, COLORADO Statement *�x*******�*******************************************************************************�:** Statement Number: R060001139 Amount: $250.75 08/03/200608:30 AM Payment Method: Check Init: LT Notation: Encore / ck 1501 ----------------------------------------------------------------------------- Permit No: A06-0068 Type: ALARM PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL • Location: VAILS FRONT DOOR-FOUNDERS PLAZA Total Fees: $250.75 This Payment: $250.75 Total ALL Pmts: $250.75 Balance: $0.00 **�********************************************�x************************************�******* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 18.75 PF 00100003112300 PLAN CHECK FEES 232.00 ----------------------------------------------------------------------------- y -- � . r APPLICA ON WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI �"� , �� Project#: � � � QO Buiiding Permit#: j' Alarm Permit #: T1�WNOFYAII, ' TOWN OF VAIL FIRE ALARM PERMIT APPLIC ATION Commercial & Residential Fire Alarm shop drawings are required at time of 7S S. Frontage Rd. ap�lication submittal and must include information listed on the Vaii, Colorado 81657 2" page of this form. Appiication wili not be accepted without this information. CONTRACTOR INFORMATION Fire Alarm Contr ctor: Town of Vail Reg. No.: Contact Person and Phone #'s: ��,c'cy f ` -�c z�s� ��f3'-�� <<zi�,✓ L�..�.��-;� ��/��`��.� E-Mail Address: Fax#: r • . ,tra or Signature: '� �� 'Y� y COMPLETE VALUATIONS FOR ALARM PERMIT (Labor& Materials) Fire Alarm: $ � (� Contact Ea /e Coun Assessors D�ce at 970-328-8640 or visit www,ea lecoun ,us for Parce/# Parcel # Job Name:C�'�}l C �� Job Address: �`/� ��'��-- ��7'�'�+�- — �/�-- �''�. Legal Description Lot: Block: Filing: Subdivision: ner Name• r' �zz r�` S Add �:�x, �a-�c%F �� Phone: I Engineer�'�,��-� Address: Phone: Detailed Location of work: (i.e., floor, unit #, bidg. #) Df''�`.'� 1/r.�9a t� ,�L.�G.� ,�'�7E�`z�vrc� Detailed description of ork:,�� - � ��'L'`f� 'S?iw�� - �-� Cr A'� �,�,.,r,�� T r .��.hJ- . � Work Ciass: New ( ) Addition ( ) Remodel O Repair O Retro-fit O Other ee�"t o G�j-� Type of Bidg.: Single-family( ) Two-family( ) Muiti-family( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation units in this building: Does a Fire Alarm Exist: Yes No ( ) Does a Fire Sprinkler System Exist: Yes No ( ) :�*:��*��,��*�*******,��*�*��**�*,�**�**FOR OFFICE US�� D�pi��A� ��I 7'e9t'k9e *9t��Y�� *�c9ck�Y �� . �� Other Fees: - :� ' ` � °Date Receiv • ❑ S b Publpc Wa` =Permit Fee:- A ted B : � Occupan Group: . . . . :,_,. � F:�cdev�FORMS\PERMITS�Fire�alarm�erm_12-05-05.doc � ��'.��" Page 1 of 5 :2/�5/2005 � • A�P('�� Lb�.��lD� �� i`�� o b Pk�P�SE►� �JEvs MAINTAIN EXIT FR i-}o2u hti�o �E ONE VAIL PLAC LDct'�Tt�a . -� `�` REL ATE F.D.C. 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' : v,,. t :; .� ; ,.f :; ::: ... ;.;: �.;-'�.CONSTRUCTION � �AINTAIN TEMP STAIR � �-- ��,SHORiNG LINE SCAFFOLD DURI�tG / �- '� :; � ,' � . ; CONSTRUCTIO ,, �r,. , : ,,.,: ,:,,:;'� > ; �,, ,r,:; .; t .'� i/"�//��i .. 'kS.C��.,' y.'.;' . •. ) ; IJ. ` 1 � . �S� * 3 �'r �� 1.+.'. .� k.. � . .r;}' > .. .:' ,,.11� ,�� '. ..� !Ji' . .. ..'.. !•i:' '?t. � , '>,:� . E i � APPLICA ON WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI �. �Z� - Project #: ,� QO Building Perm�t#: � � Alarm �ermit �: TnWNOFYAIL ` TOWN OF VAIL FIRE ALARM PERMIT APPLICATION - Commercial & Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. ap�lication submittal and must include information listed on the Vail, Colorado 81657 2" page of this form. Application will not be accepted without this information. CONTRACTOR INFORMATION Fire Alarm Contr ctor: Town of Vail Reg. No.: Contact Person and Phone #'s: �''"'��`' �`�/,-�yr,� ��zfze � f.��13�°� �i�.-✓ �c�`��°��- E-Mail Address: Fax#: ��_ �'t� ,tra or Signature: � .��!�� COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fire Alarm: $ Q � Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea lecoun ,us for Parce/# Parcel # Job Name:�/�� Job Address: ��`� ��'�� ` — �� d� Legal Description Lot: Block: Filing: -� Subdivision: ner ame• Add ��t� Phone: I � - f �� i�' S .'�x� c'Gy £��F�E Engineer��„y��,�� Address: Phone: Detailed Location of work: (i.e., floor, unit#, bldg. #) D/'►�"� �,�4t c-- ,�'L4 C-r_ �'�T�'�z�cd�� Detailed description of ork:;�� i�f �c+�i'Z,,`.,d� �T z.��`°� � ,p'�� =�� -�s(.E w`��F�..�� .�'�"�+ = � - Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Retro-fit( ) Others��t�C`Lc�'� Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation units in this building: Does a Fire Alarm Exist: Yes No ( ) Does a Fire Sprinkler System Exist: Yes � No ( ) ***�r�*�*�**�***�****��*�r��*��*�r��*�FOR OFFICE USE ONLY�r**�*******�*��r**�*��r*��**��**��*�� Z� Other fees: ;: Date Received; . . / °P blic Wa :Permit Fee. ;� Acce ted;B : ' �b u Occupancy`Group• � � F:\cdev\FORMS\PERMITS\Fire\alarm�erm_12-05-05.doc Page 1 of 5 12/05/2005 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 ELECTRICAL PERMIT Permit #: E06-0125 �� G� -cz_> t�S� Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 07/28/2006 Parcel No...: 210108278002 Issued . . . 08/10/2006 Project No : t��-�� -C�o:�.�� Expires . .: 02/06/2007 OWNER LODGE PROPERTIES INC 07/28/2006 PO BOX 7 VAIL CO 81658 APPLICANT ENCORE ELECTRIC 07/28/2006 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E CONTRACTOR ENCORE ELECTRIC 07/28/2006 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E Desciption: VAILS FRONT DOOR-TEMPORARY POWER -��c� � Valuation: $14,500.00 Square feet: � 0 *************************�**********************x**�*************** FEE SUMMARY *�****************�***�******************�****************** Electrical---------> $327.75 Total Calculated Fees--> $330.75 DRB Fee---------> $0.00 Additional Fees----------> $0.00 Investigation----> $o.00 Total Permit Fee--------> $330.�5 Will Call---------> $3.00 Payments------------------> $330.75 TOTAL FEES--> $330.75 BALANCE DUE--------> $0.00 ****�****************************�********************************************************************************�****************************** Approvals: Item: 06000 ELECTRICAL DEPAR.TMENT 07/28/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT *�**�**************�***********+*************+****************************************************�*�*********�********************************** CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *******************************�*****************************�***�**�*************�**�*********************************************************** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. C SIG U OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ***********�**+************�*�*******+*****************************************�************ TOWN OF VAIL, COLORADO Statement ****************************************************************************'**************** Statement Number: R060001196 Amount: $330.75 08/10/200610:44 AM Payment Method: Check Init: DDG Notation: Encore Electric 1504 ----------------------------------------------------------------------------- Permit No: E06-0125 Type: ELECTRICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: $330.75 This Payment: $330.75 Total ALL Pmts: $330.75 Balance: $0.00 ************************************************************�******************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 327.75 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI ��- ��S Project #: � �� Building Permit #: .... �� ` Electrical Permit #:� �,_,(S( , � �"�'��`�� 70-47�-214� (Inspections) 75 S.Frontage Rd. Vail,Colorado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTOR INFORMATION Electrical Contractor: Town of Vail Re�No.: Contact Person and Phone #'s: ca't� ��t`�z-��- �� /�w-! C�.�r�-rz�-. `17� ��Y lr-lYi3 E-Mail Address: Fax#: G17U� y�Q- �"L� or Sign�ature:� ,�� , COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE:° � ,� ;;�/�'L ELECTRICAL VALUATION: $ d� Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea le-coun ,com for Parce/# Parcel # Z CQC p g�`7�3�j�- Job Name:�� t�''�°�""'� ��- Job Address �� r��-- ��`�"��"� ;l:A�c�- �O Legal Description Lot: Block: Filing: Subdivision: Owne s Na • �.� �.� Addre e vF �� Phone: Enginee�� C�'.��f 5 A �� '�� — C,f;) � Phone: Detailed description o�work: �,�� .c�c`�- Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Temp Power ) Other( ) Work Type: Interior( ) Exterior yC,l Both ( ) Does an EHU exist at this location: Yes ( ) No � Type of Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( ) � No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No ( ) �*�*��*��*�� **�*�**��*�**�*****FOR OFFICE USE ONLY*�*�****�*�***��r*��r�r�r*�r**��r*�r**** � � b . �3 �:Ot�rer Fees. � �Date Rece��ed: � =�'DRB Pees'. . . Acce ted:B :. Planner Si n-off. � F:\cdev\FORMS\PERMIT'S\Building\electical�ermit_11-23-2005.DOC Page 1 of 2 li/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 ELECTRICAL PERMIT Permit #: E06-0189 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 09/27/2006 Parcel No...: 210108278002 Issued . . . 10/30/2006 Project No : -��1�-�� a�� Expires . .: 04/28/2007 OWNER LODGE PROPERTIES INC 09/27/2006 PO BOX 7 VAIL CO 81658 APPLICANT ENCORE ELECTRIC 09/27/2006 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E CONTRACTOR ENCORE ELECTRIC 09/27/2006 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E Desciption: ELECTRICAL FOR CONSTRUCTION OF A 3 STORY UNDERGROUND PARKING STRUCTURE WITH LOADING DOCK AND ACCESS TUNNEL CAST-IN-PLACE. ALL SITE WORK IMPROVEMNETS AND LANDSCAPING. BUILDING "A" Valuation: $708,869.00 Square feet: 0 **�:�**********************+******�********************************* FEE SUMMARY ************************************************�*********** Electrical---------> $14,457.50 Total Calculated Fees--> $14,460.50 DRB Fee---------> $o.0 0 Additional Fees----------> $o.o 0 Investigation----> $0.0 0 Total Pernttt Fee--------> $14,4 6 0.5 0 Will Call---------> $3.00 Payments------------------> $14,460.50 TOTAL FEES--> $14,460.50 BALANCE DUE--------> $0.00 �******************�**********************�**********�*****************************************�:************************************************* Approvals: Item: 06000 ELECTRICAL DEPARTMENT 10/05/2006 mroyer Action: AP Item: 05600 FIRE DEPARTMENT **�**********�*******�*****�******�*****�************************�******************�***�*�***�**********�*��************************************ CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *�************�**************************************�*****�****�***********************************�*************************�********�*******�* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes an her ordinances of the own applicable thereto. !/�/� J ******��*************+***+�**�**�************************�*�******************+**********�� TOWN OF VAIL, COLORADO Statement ****�:*******************************�x�x**************��:�:****************:�++****�x**********�x�x* Statement Number: R060001844 Amount: $14,460.5010/31/200605:12 PM Payment Method: Check Init: DDG Notation: Encore Electric 20506 ----------------------------------------------------------------------------- Permit No: E06-0189 Type: ELECTRICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: ].74 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: $14,460.50 This Payment: $14,460.50 Total ALL Pmts: $14,460.50 Balance: $0.00 *+*�*:�***********+�x******************�*******�*:x***********�********************�*�:x�******* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 14,457.50 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE�� 5 Project #: Building Permit #: � b� � ��G— Q 1 � � Electrical Permit #: C ' `O� gs � 970-479-2149 (Inspections) TOWNOFYAIL TOWN OF VAIL ELECTRICAL PERMIT APPLICATION 75 S. Frontage Rd. � Vail, Colorado 81657 � � / � I � � �Q CONTRACTOR INFORMATION Electrical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: �1�c�'r�e �l � i c l ��i -� �0,.,� ,� �rnd E-Mail Address: << , _Fax#: �-�� - c��q _ a 2�, = Contractor Signature: � � COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) AMOUNT OF SQ FT IN ST'RUCTURE: � �` � j 5 ELECTRICAL VALUATION: $ ��;' ��`� �'(�C-( Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea le-coun ,com for Parce/# Parcel # 2 ( b `� � 1�(�a "- Job Name: vU � �5 �U�� 7ob Address: �1� �c(U1((-� �'....LQ�(,� �''• v t Legal Description Lot: Block: Filing: Subdivision: Owners Name:L�G� � �j.;� � .Address: � Phone: �7 � _ ��>�� Engineer:A�S C 5� , �t� Address: ��Z3 .�,U � Phone: �U3_ �z� _ � Zu� Detailed description of work: ��,,.�L�� ,� � '� 5. � V�,-� . V�� ;u.�c `��-rv��-�, w;�-, I c�u�.l�r�� d v L �/-;d �L�sS Work Class: New ( Addition ( ) Remodel ( ) Repair( ) Temp Power( ) Other( ) Work Type: Interior( ) Exterior( ) Both � Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family O Duplex O Multi-family O Commercial Restaurant O Other O No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes ( ) No Does a Fire Sprinkler System Exist: Yes ( ) No �***��**��*��***********��*******�*FOR OFFICE USE ONLY*****��*��*�****��*�***��**�**�* � Other Fees: Date Received: � ., DRB Fees: ACCe ted B : � �`� Planner Si n�-off: � � , , F:\cdev�BUILD�G\APPL[CATIONS\ELECPERM2005.DOC 07/O6/2005 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M06-0219 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 08/18/2006 Parcel No...: 210108278002 Issued . . . 08/22/2006 Legal 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 CONTR.ACTOR HEATING & PLUMBING ENGINEERS08/18/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLORADO 80204 License: 347-M Desciption: MECHANICAL WORK FOR PARKING GARAGE TO INCLUDE 16 FANS, 5 HEATERS, 4 SOUND ATTCAVITORS AND ELECTRIC HEAT Valuation: $190,376.00 Fireplace Information: Restricted: #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 ******************************************************************** FEE SUMMARY ******�***********************************************�***** Mechanical---> $3,82 0.o o Restuarant Plan Review--> $o.o o Total Calculated Fees---> $4,��8.0 0 Plan Check---> $9 5 5.0 0 TOTAL FEES--------------> $4,��s.o o Addirional Fees-----------> $o.o 0 Investigation-> $o.oo Total Pernut Fee----------> $4,778.00 Will Call-----> $3.0o Payments-------------------> $4,��8.00 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 ***�**�*************�****�****�*�**********************************************�*�*+******** TOWN OF VAIL, COLORADO Statement *****�x***********�***********�*********************************�x**+************************* Statement Number: R060001277 Amount: $18.00 08/22/200602:56 PM Payment Method: Check Init: DDG �,��k— Notation: i�t��& Plumbing 2603 ----------------------------------------------------------------------------- Permit No: M06-0219 Type: MECHANICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: $4,778.00 This Payment: $18.00 Total ALL Pmts: $4,778.00 Balance: $0.00 :�****************************�:************************************�************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 15.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- (BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG. ) : PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004 .6. *******************�*�**�**�*********************************************�***************************************************************�******* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. ..�,,..�e �f�. � SIGNATU WNER O CONTRACTOR FOR HIMSELF AND OWNEF � ` � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE� (aL��'Z$ TOV Project #: V '�C.> �° Building Permit #: o ^ !$ - .� �� Mechanical Permit #: �/ ��Q��1� ' 970-479-2149(Inspecti ns) ( 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 inctude: ❑ Mechanical Room Dimensions ❑ Combustion Air Duct Size and Location ❑ Flue,Vent and Gas Line Size and Location ❑ Heat Loss Calcs. o Equipment Cut/Spec Sheets CONTRACTOR INFORMATION Mechanical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: ' lk „ � s 3`7�7--M �re 5 Zv-Z� -z/h'� E-Mail ddress: f�� . Fax#: Z� 'Z �o Contracto igna ure: , ��11 � zc� —`��o � �3�7. COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials MECHANICAL: $ I��/ ��C-� �� X 1,ZS _ ;�L ��O Contact Ea /e Coun Assessors O�ce at 970 328-8640 or visit www,ea /e-coun ,com for Parce/# Parcel # Job Name: vA�r7s Fmn� �R $k�Ice�n ,�} � Ga,,� G�,,�,�K ��R �,r,k�n � ]ob Address: 7 Y �1a �o « Doc.K. U�,�. co 8/6.Y' , Legal Description Lot: Block: Filing: Subdivision: Owners Name: ��• eSG+'?�,5 Address: Ro, /jox QS""T Phone a o Lo Z '�`°"�"�... ��....��'�-.��. Engineer: Add�ss:�53� !!s"'� Sf saik. S � Phone:3d 3-�623 -6 Znb Detailed description of work: �n��.rcqz, �vo,e� � �,�.r,�„5 6,ti,,,�,�e 'tv �nc.L��,¢ �L �x S , S nvFr�! r?W ��,�-re rs� y sorc�d ,p�,�u�t-YarS �-e'/c c. 1{+4-T. Work Class: New(p�) Addition ( ) Alteration ( ) Repair( ) Other( ) Boiler Location: Interior( ) E�erior( ) Other(�() Does an EHU exist at this location: Yes( ) No (�) Type of Bldg: Single-family( ) Duplex( ) Multi-family( ) Commercial (J(� Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: 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_l1-2�-2005.DOC 11/23/2005 � y � l � ************************************�******************************************************* TOWN OF VAIL, COLORADO Statement *************************+****************************************************************** Statement Number: R060001238 Amount: $4,760.00 08/18/200608:00 AM Payment Method: Check Init: JS Notation: 94023/HEATING AND PLUMBING ENGINEERS ----------------------------------------------------------------------------- Permit No: M06-0219 Type: MECHANICAL PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A� Total Fees: $4,778.00 This Payment: $4,760.00 Total ALL Pmts: $4,760.00 Balance: $18.00 *******�x************************�********************************************************+** ACCOUNT ITEM LIST: � Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 3,805.00 PF 00100003112300 PLAN CHECK FEES 955.00 ----------------------------------------------------------------------------- 11�� ., �� II �� i� AGENCY January 23, 2007 Charlie Davis Chief Building Official, Town of Vail 75 South Frontage Road Vail, CO 81657 RE: PROJECT: Front Door Plumbing Revision PLAN REVIEW: P06-0076 ADDRESS: 151 Vail Lane Dear Mr. Davis: Colorado Inspection Agency has completed a review of the following documents: 1. Plans: ■ 4— Plumbing Sheets These documents were reviewed only for their conformance to the provisions of the 2003 International Plumbing Code. Colorado Inspection Agency finds the documents submitted to be complete for construction and ready for issuance. One hour of plan review fee is due. $60.00 total. Sincere , , -,--... � John Plano Plans Examiner Colorado Inspection Agency Colorado Inspection Agency p:970.328.1790 1286 Chambers Avenue f:970328.1791 Eagle,CO 81631 �Z 3F"��y�., y` . ; '�,f : ,�: � :"ffi�s, i .z+'i � `� _ m f.a' � ��Y o4 �s'�` �. �'. . . %Pe�'.. ... hP Colorado Inspection Agency Eagle Office °��_ 12�ffi C:.t��rnk�t;rs:�1v�r�ue> �1C71 Pic�r�s �xc�rnrr�t;�: --+v`"'N L�t-�� G�ac�le, :c;ic�rac�c�81�a;�l EsiailcJir�g :)�ficicyl: Matthew Royer C�ffic� i'i?c�c�e: 970-328-1790 .---� P!,rrr�il #: �' �� -� L`X.�� l��le;rn��f �'cf. #: �C�( Prc.7j�c:t l�ic�rr��. �2ur—T �cs"O�_ �?evisi�.�r� nc.�rr��k��r: �'� C�eseription: `�L.-_��'— CZ.�.�"T�' G�-(Z�f�s�- / S�D a i�.- r o.��-f`�2-��'i� �__.__ _ . 2LV�I ��L� U ��,��0-7 APPLICATION WILL NOT BE ACCEPTCD IF INCOMPLETE OR UNSIGNED (e-�� o r Buildin�Permit# �M. �( �. •�� b 9Z,�t�=47J-�'��4J(t��pecti.pn�) �J �� 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: U" �O — � �el-r CG _ � ATTENTION: E, ,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 le-count .com Parc�� a l o G&��, Job Name: U�; �� t Job Address: �� U�, � �n� YJoo�' ` Legal Description Lot: Block: Filing: Subdivision: Owners Name: U�� Address: Phone: ArchitecUDesigner: y2 /y o Address: Phone: Engineer: �S Address: Phone: � REASON FOR REVISIONS: I�ra�.�.�� s�-�� /�;t -ta su��+�.r� etj�-h,�-- Work Class: New�Q 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 NoIT 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 O�her.Fees: � Occupancy Group; _- _ � Acc ' '; �.k ' ';TYpe of Construction: - :'-. . .-,'=;. : Date Received: :; 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 #: P06-0076 �-j�t�� _ o��5 Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 08/Ol/2006 Parcel No...: 210108278002 Issued . . . Ol/26/2007 Legal Description: n Expires . .: O1/30/2007 Project No : `��~�U�' � u�� OWNER LODGE PROPERTIES INC 08/O1/2006 PO BOX 7 VAIL CO 81658 APPLICANT HEATING & PLUMBING ENGINEERS08/Ol/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLORADO 80204 License: 353-P CONTRACTOR HEATING & PLUMBING ENGINEERS08/01/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLORADO 80204 License: 353-P Desciption: PLUMBING WORK FOR NEW PARKING GARAGE INCLUDING PIPING, SUMP PUMPS, SEWAGE EJECTORS AND DRAINS Valuation: $271,536.00 Fireplace Information: Restricted: ?? #of Gas Appliances: ?? k of Gas Logs: ?? ll of Wood Pallet: ?? ��*************************�***************************************** FEE SUMMARY ********+********************�******�*********************** Plumbing---> $4,08 0.0 0 Restuarant Plan Review--> $o.0 o Total Calculated Fees---> $5,10 3.0 0 Plan Check---> $1,02 0.0 o TOTAL FEES--------------> $5,103.o o Additional Fees-----------> $o.o 0 Investigation-> $o.o o Total Permit Fee----------> $5,10 3.0 0 Will Call-----> $3.00 Paymen[s------------------> $5,103.00 BALANCE DUE---------> $0.00 ***�********�*****************************�***************************�*****************************�***�*��:*******************�**�**�****�****** Item: 05100 BUILDING DEPARTMENT 08/Ol/2006 JS Action: AP Ol/23/2007 jplano Action: AP REVISED PAGES P001, P101, P103 AND P104 APPROVED, ONE HOUR OF PLAN REVIEW DUE, $60.00 CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Entry: O1/23/2007 By: jplano Action: AP REVISED PAGES P001, P101, P103 AND P104 APPROVED, ONE HOUR OF PLAN REVIEW DUE, $60.00 *********�*******�*�*********************�**************************************************************�***�*************�*********�******�:*�:*** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the 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 NER OR CONTRACTOR FOR HIMSELF AND OWNEF �\ (:'�vG�� , ��L� ►��?`�-� � APPLICATION WILL NOT BE ACCEPTCD IF INCOMPLETE OR UNSIGNED (e_�� o �Y � ✓�� 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 approv�d 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: Glcr Co v - C� (�ee�-� �� _ � ATTENTION: �E, ,CHARLIE,GREG,CHRIS Contractor Signature: COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ �� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel# Contact Ea le Counf Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel# ollola�a.2r� Job Name: — Job Address: �Vc.; ►.� r�t YJoor- I s� v�„ 1 L-o.,.�. Legal Description Lot: Block: Filing: Subdivision: � Owners Name: UG�� Address: Phone: � Architect/Designer: y2 /L�a Address: Phone: Engineer: �S Address: Phone: REASON FOR REVISIONS: /�ra�� s�-�� ;� � sG��.f-� e�j��,.- 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 ►iances 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 Atarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( ) No( ) FOR OFFICE USE ONLY Oth�r Pees: �ccupancy Group: '�� Acc ' ;' Type of Construction: ` Date Received: ' F:lcdev\FORMS1Permits\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 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P06-0076 �U� _._;<��,i �- Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 08/Ol/2006 Parcel No...: 210108278002 Issued . . . 08/03/20.06 Legal Description: —�.7�:�� __L�C;;` � Expires . .: O1/30/2007 Project No : • OWNER LODGE PROPERTIES INC OS/O1/2006 PO BOX 7 , VAIL CO 81658 APPLICANT HEATING & PLUMBING ENGINEERS08/Ol/2006 Phone: (720) 274-0073 715 VALLEJO STREET DENVER COLOR.ADO 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 NEW PARHING GARAGE INCLUDING PIPING, SUMP PUMPS, SEWAGE EJECTORS AND DRAINS Valuation: $271,536.00 � Fireplace Information: Restricted: ?? #of Gas Appliances: ?? H of Gas Logs: ?? #of Wood Pallet: ?? **********************��*�:*****************************************�* FEE SUMMARY *****************************************�****************** Plumbing---> $4,080.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $5,103.00 Plan Check---> $1,020.00 TOTALFEES--------------> $5,103.00 Additional Fees-----------> $0.00 Investigation-> $0.0o Total Pernut Fee----------> $5,103.00 Will Call-----> $3.00 Payments-------------------> $5,103.00 BALANCE DUE---------> $0.00 �*�***�***************�*************************�**�**********************************�*�*******�*�***********m****�****************�*******�*�** 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 FROM 8:00 AM-4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF m_,—�.�;. �`�; � � �--��;L a� Z�!G�tv � �d i '_.� � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED �� ✓� � � Building Permit# � #. 9TQ-479 2149(irispect�ons) ��Y� � 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. *** �<t�-`�- '{' 1''��tl � - CONTRA�6�91VFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: _ !�1-A- �o�. ATTENTION: JQE,JR,CAARLIE,GREG,CHRIS Contractor Signat . COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor 8� Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ _ For Parcel# Contact Ea le Coun Assessors Office at 970-328-8640 or visif www.ea le-count .com Parcet# ._._.. . �.l 0l o Fs�.2��-�. Job Name: Job Address �5( Uo•;( L.n Vw; � Legal Description Lot: Block: Filing: —� Subdivision: Owners Name: Address: 13�' �'-��K Phone: `c� s�+s Z3co u � c. ArchitecUDesigner: Address: I`2� �g'"�5 4+��cc� Phone: 3D1 �+'-�� Zi � Engineer: Address: Phone: REASON FOR REVISIONS: 1"'0 �-;�e. 11•e- S�w{� !_.octg�.TowQr �o.rt.g� �(�%�a5.. ►�--t-� �•� t3ld �- Work Class: New� Addition ( ) Remodel ( ) Repair( ) Demo( ) Other( ) Work Type: Interior(x) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial(X) 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 O No O Does a Fire Sprinkler��errr�xist;�.-._�X�_(___,�,__, No O -, �. ;_ FOR OFFICE USE ONLY ,� � ;. � =0ther Fees: . , Occu anc' Grou : cce B . Type of Construction n;} Date,Received: �;, ., :: ; ' M � - A � ' ; F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 1 of 2 �� ` 12/8��005 : 4240 , ARCHITECT'S SUPPLEMENTAL INSTRUCTION No. A-OOt�. VAIL'S FRONTDOOR ro: Doug Thompson/Hyder Construction, Inc. PROJECT No: 2Q693.08 543 Santa Fe Drive issuF�: 09.07.06 Denver,CO 80204 FROM: genjamin Gray 303-825-1313 ' , 303-292-3388 The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instnactions indicates your acknowledgement t�iat there will be no change in the Contract Sum or Contract Time. ArchitecYs Supplemental Instruction Title: Building A-SLT Drainage Connections Reason for Change: To tie the South Lodge Tower downspouts to the Vail Pront Door Building A storm sewer system and to tie the South Lodge Tower garage drains to the Vail Front Door Building A sandloil interceptor. Descripfion of Instructions: See attached plumbing drawings from.4BS. Construction coordination with the plans for the expansion of the South Lodge Tower necessitates the installation of a storm drainage line from the west side of the proposed elevator tower to the Vail Road storm manhole P32. Roof drainage downspout#R4 and area/planter drains will need to be routed from a 4"interior storm line within the laading dock. A cleanout is to be provided at fhat point in which the line penetrates the exterior wall(See South Lodge Tower Plumbing Plans}. The attached plans show the routing and invert elevations for the proposed 6",SDR35 PVC storm drain pipe. This plan is a portion of the Vail's Front Door Site/Civil Construction Plans Sheet C14.A. ' Pricing savings and/or additions are to be provided to the Owner in accordance with the submittal of this AST. Attachments and Enclosures: AB S plumbing sheets: P 102,P 104,P 105,and P 107,ail dated 9/Q6/06. AEI Civil Sketch: South-J_.odge-Tower-Downspout-Area-Drains dated 9/OS/06,and Letter dated 9/07/06. By. Copy To: ASI File Rick Caudel/VRDC Received By: Alex Valdez/ABS Bob Herbst/AEI 42�40 ARCHlTECTURE INC 1621 Eighteenth Street Suite 200 Denver,Colorado 80202 The information contained in this message is priNleged and confldential intended orYy for Ihe use of ihe individual(sy or entity(ies)named t 303.292,3388 f 303.292.3113 above. It the reader of tFrs message is nOt the intended recipient,you ara hereby notified that any disseminetion,dislribution,or copying of www,424parchitecture.com this communication is striqly probibited. If you have received this communicaGon in error,please notify 42/40 Architecture,Inc.immediately. 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TO GIVIL iOR Cp(}iWATION, 19 4'DRAIN UP TO 4'�i LCLA AT F1�OL 11ATERFROOFIN6 Q i urae.rsE,n�vim i I Q RAfiE POOL WATB3PRq;p I ID'ABWE F{�IN A NSIBLE �+Oµ��MIHATE P�FE COHIRALTORiBUILDIHS MAI OF A R�L LEAK � ABOVE FINI51fi�FLppRR0.�R I PRpyIGf 4'WLD.LOGAT�IB' I �y GONEGT 4'SiORM TO TRBIGN IN�TO SFffT PIp1 I FOR GONfIWAT1011 � � A51 I � 4 4 � I I I DR E t5)'_)Jre' �/ np-o � I I I \ \ `I\\ ` / \ Bi60'-6�/2" � \\ / I I I / � ` / / k. � I � 2 I GIV DETML '�\ � � CUPB wLF � 0o rv � � � � ei�ia' I \ I � I � - I LE6EN � r�,x,Pxux i i i / \ I . .i entDiraY �q.u.�NS s�r��ae I �nrA e� I � REiDiPl01 � Iw��n� �oi I 19�.8 1� I � � � I � � � � i � �i1PARKING GARAGE/t p�INC DOCK—PARTIAL b•ID 1 FVFi pT itb�gin* p AN 0 ITH / / I �v t�,ur� / � ,,,�uUa O o Pc3 i aoo i/� � f O�a 9 �a I addnl Q Inldiry �I / \[ / / � BUILDING A � MID LEVEL %�� ' ; r�y; GARAGE '- ---�i/ PLAN—SOUTH ' -� . r �' P 10 5 I�Y SCALS: 1/B" = 1'-0' � r�,aviot i ', �PIP'� iNFLl ypg RE�.SiRUCt � �..� 7 / 4� / O �3 � O I � � P SUB t0 WiiHW �� AL&IILUINC 3 NL ROOR . �'� B PLWS fOR PI% /1 \ j 3 � /% � �.�.�� I / \ I I "_�- R -- --- --i-- � _�--�_�-�-�--�-- �—=- -- _—�---I � I ------------ ,'� U' a ' ,— ---- --- ----- -- ------- -- ---- ,-- ---r— \� --- -- --- - � �t f ---- --- ----,---- � � � � � T � � � — ,.a , z � � ----�---- \ � �—_—_ ___ S[p ------, , I � ! � � 6 � I �� -t�--_-,-_._-- - -- ------- ------r -- � A , , � � �--------r I , � . � � � q � p� -r % /,�'� I �a23-� I I ,� � \�i°5 'r \ � i _ I—aN PE�NPIOS , � '-- �PIPIN6 / 1� � . 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'�� ) i __ _" — _ , I �� -'"_�—-_I � I —_— —" _ _ _—_—_ ' �"__"" ' ' I I '— ___ ' _'_ ' i �O "—___ _ " I � i . i I I \ . —_— • ` I I �� I i I Woll� � y � -. �D"� �/ ` .'.,. �� '' I � �"" � xE BU0.UINC 0 Pi,WS �---------1- , 4� � � � � I � �OR SiEEL�MU.IxG � p��pepgqp� LS --------�----- -�,'- - I - -�- �- � �� VAIL RESORTS g__ ____�_____�_---_, �____�__ __ L-- _ ----�-----�-- — �-- __r_ __ ,� j _'�,� DEVELOPMENT , � � , , ' � o L \ ' .l- ' iB � !/ _� COMPANY I \ _ _ � \ �oON,COLIplDO I "____,____"""- ` - � R:BIIINING o �„_ 4. i i '[%ANS / I FE�Nfl05 I I 5 k' i i .FOR PIPI 2 o I T /� .�.i 0 I 4� ,-� I � / \ t`� 42�40 I I `� �`,, � ARCHRECTIJRE �' , �� _ � o...�. 2 - ' /-- / I - _ -�` I RE BUiIDiNC `_"_ _ �/ /1 I I E%ANS 5 a� OvEn I I I I I / \ / � �LL I I � r�o I i \ i / -� „� / j 'e°u�_� °` , I _ , I I �_. � � I � � � � � � � I � \ / ; , - -------------�------------�-------------- , _ ------- I �--------�-, , � jl - J � � ------ �� I I � ---- , I , , , � �� , �� ----- , � .�,�,m ---- � � � - , --- , --------- � - � , .- � � � � ------- , , j � , -� _ � j/ � : % , �,.;��.� , , , . 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M IPf10N I i i i i i � � � ,��,� ��-�' � �� o, o,.,ob �,�� \ � '�_ � K.9 I I I I I � / a.wm sx otvr um 25 �2a �3 / �,\ f� %�� rwiww. / tiv,tm� 22 21.3 / �� 202 19.8 19 78 17 / \ % ' / � �,-- � ' �, N / �� ' 7 �� `�- � � � % �� K�ING RAG /LOADING DO ID PLUMBING PLAN � ��_ ' -�� \ F.6 16.; % � \, \, OIGEI'NOTES ��4 ,a� � � � ��_ i o2ain wix Poo�w..ex��ir�s.coor�irv�re wn�sro vr5�sw � /� / E.5 3 COORDINATE FXA[.T LOLATION OF 6hRK�E LID DRAIN WTH 57W7LiLW�.p�},N �2'.3 a caoFCr r sror+�To�owt�cvr Hoza.E cc+a�in,�h�r�.ocpnor�w.M % i R E E D BY a+.�rutiss r-oR san��raa (0 8 �.. ��CS O A51 4 `/ / LE6END i9� �"� o�a o p - rsF/,,w�« euitDir�-� �NS s�r tu�at e,uft+�.�, RE�D/PIO\I BULDINS 9'� `5�T PIOI �� l �i ��V�t'� \\ COLORADO IN PECTION AGENC � ' ��o 9 aa eridR(k LO�d10( BUILDING A ROOF PLAN P 10'7 S�ALE: 1�8• _ ,•-�- � , =- _= ._ �,"'-•,.� - - --- - _ ALPINE EPJGiNEERING, INC, Sep2ember 7, ZOOt� ti1r. Rick ('audel Vail Resorts Devclopment Co. P.O. Bc�x 959 Avon. CO 81620 RE: Vail's Front Door SL.'I' Downspout Dear Rick, The capacity��f the 6" PVC pipe th�t outtalls Downspaut #4 and the are3 inlets for the west side c�f the South Lodge Tower is I.03 cfs at a 2°ro grade. The calculateci 100 vear fl�w fi'om ihe roofs is 0.075 cts. - Therefore the proposed pownspaut #4, area drains and 6" PVC have adequate caparit}� for the tlows. The 6" PVC pipe w�il discharge into Manhole P32 in the Vai] Road storm � sewer systcm, which has adeyuatc capacity for this flc�w. Please do not hesitate to call with any yuestions or comments. Sincerely, ��-�.,f0 �� Heiko Mues, PE Cc: Bob Herbst _ -__ -- ------- --__ _ .------— -- _ F�41'dtt�t 5!e�l�t'jt�t?i,l?(' Fl�.�Ok !�1 • E�iYdCuS,�O�ll!dd0 i`�IF.? • iy' } �} -- -- �� t0, h jji� • F�� r),'tl� �'h ;;}:;7 ___ ___ _ __ _ __. � _ . __ __ __-- . - w z � � J � d. C M O C� O � O O N r O m O V O O Q � Q � 3 a � � O F- � a O � a a� � ti � � 3 � 'v c 0 � a; > O � a 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 #: P06-0076 g D!�DD/S� Job Address: 174 GORE CREEK DR VAIL Status . . . : ISSUED Location.....: VAILS FRONT DOOR-SITE/BUILDING 'A' Applied . . : 08/O1/2006 Parcel No...: 210108278002 Issued . . . 08/03/2006 Legal Description: �7r ea—OOo�B, Expires . .: O1/30/2007 Project No : ./ OWNER LODGE PROPERTIES INC 08/O1/2006 PO BOX 7 VAIL CO 81658 APPLICANT HEATING & PLUMBING ENGINEERS08/O1/2006 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 NEW PARKING GARAGE INCLUDING PIPING, SUMP PUMPS, SEWAGE EJECTORS AND DRAINS Valuation: $271,536.00 Fireplace Information: Restricted: ?? #of Gas Appliances: ?? Jt of Gas Logs: ?? N of Wood Pallet: ?? ********************************************************************* FEE SUMMARY **************************************�******************�:** Plumbing---> $4,OsO.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $5,103.00 Plan Check---> $1,0 2 0.0 0 TOTAL FEES--------------> $5,10 3.0 o Addirional Fees-----------> $o.0 0 Investigation-> $o.o o Total Permit Fee----------> $5,10 3.0 0 Will Call-----> $3.00 Payments-------------------> $5,103.00 BALANCE DUE---------> $0.00 *****************************************************************�:******�********************************x**********x******�****************�**** Item: 05100 BUILDING DEPARTMENT 08/O1/2006 JS Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. *************************�******************************************�***************************�*****x****************************************** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, 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 6 % *******�****�**�***************�*******************************************�*******�******** TOWN OF VAIL, COLORADO Statement **�**************�x*******************:�******************�*********************************** Statement Number: R060001142 Amount: $1,030.00 OS/03/200612:09 PM Payment Method: Check Init: LT . Notation: HPE / ck 93866 ----------------------------------------------------------------------=------ Permit No: P06-0076 Type: PLUMBING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A� Total Fees: $5,103.00 This Payment: $1, 030.00 Total ALL Pmts: $5,103.00 Balance: $0.00 *********�x�************+***********:x�********************:x********************�x************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 1,020.00 PP 00100003111100 PLUMBING PERMIT FEES 7.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R060001130 Amount: $4,073.00 08/01/200604:48 PM Payment Method: Check Init: JS Notation: 93788/HEATING AND PLUMBING ENGINEERS ----------------------------------------------------------------------------- Permit No: P06-0076 Type: PLUMBING PERMIT Parcel No: 2101-082-7800-2 Site Address: 174 GORE CREEK DR VAIL Location: VAILS FRONT DOOR-SITE/BUILDING 'A' Total Fees: $5,103 .00 This Payment: $4,073.00 Total ALL Pmts: $4,073 .00 Balance: $1, 030.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PP 00100003111100 PLUMBING PERMIT FEES 4,073 .00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG Q � -7 � Project #: "`i �� V� `�LJ • Building Permit #: p�-po�� Q�Y�� . �`� Piumbing Permit # � 970-479-2149 Ins ' �� P t� � 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL PLUMBING PERMIT APPLICATION CONTRACTpR INFORMATION Plumbing Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: , �4,A�bi - � 3S 3 — P �ffM�C E-Ma� Address: u Zd` �!� �Z.i �{ �" i � 1NG Fax#: ��p � Z7� `� � t Contractor � nature: COMPLETE VALUATION FOR PLUMBING PERMIT(Labor& Materials) PLUMBING: $ �`� I p j� �,4��,,� Contact Ea /e Coun Assessors Office at 970-328-8640 or visit www,ea /e-coun ,com for Parce/# Parcel # Job Name:�'q`,'lS '�"'"T AwR �k�'tce�� /�. 5 )ob Address: �7`� �'+'� �cK a+2, `` � Sl S'?. Legal Description Lot: Block: Filing: Subdivision: Owners Name: �/},2 CSvr- S Address: d• �K q S-Q Z Phone:9'7b� �'YS-z 3.5 z� Engineer: �S Address: �S3v r�a'*► sT S�s� yrm Phone: Detailed description of work: P/u,��„� ��K Z" 3°3"6 Z 3 '(Z c a � �X� .r� Pr PI�t � Su.�P F k�n c�J S `� C�c,�y+s t- D,e,1.�n 5 .� G'�C- �a�l.�c aL� V 5 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: ,�*��,�,�,�*��*�*�*x**,��***x��,��*�x*,�*�,�� FOR OFFICE USE ONLY***********��****,�,�,��***�,�,�*�,�**,��*,�* Other Fees: Date Received• Acce ted B : U� (� i� ___._. � � 3 ..� � � � ov � � D F:\cdev\FORMS\PERMITS\Building\plumbing�ermit_i1-23-2005.doc AUG U 1 2006 Page 1 of 1 11/23/2005 TOWN C�F VAiL � . `��_ oo� s ''�2 S c��, � U a ��S , KL�A, Inc. Structural Engineers and Builders � Golden, Colorado Loveland, Colorado Falmouth. Massachussetts July 27,2006 Mr. Matt Royer Colorado Inspection Agency P.O.Box 1618 Eagle, Colorado 81631-1618 Re: Vail Front Door,Vail ,Colorado STR UCTURAL ENGINEERING PLAN CHECK Architect: 4240 Architecture Structural Engineer:Monroe&Newell Engineers Dear Matt: We have completed our review of the above project for compliance with the 2003 International Building Code and the Town of Vail required structural design criteria. Our wark has consisted of the review of the project structural drawings and structural calculations submitted far permit. We have also briefly reviewed the other documents submitted(geotechnical report, architectural and mechanical drawings, etc.) to help us interpret the structural drawings and foundation requirements, but have not reviewed drawings other than structural drawings far code compliance. We have not performed a multidisciplinary review or a coordination review between structural and other disciplines. We have performed an overall structural review with detailed spot checks of specific locations, in the attempt to verify that the intent of the building code has been achieved; we have not numerically checked one hundred percent of the structural members or connections. We have reviewed the following sets of drawings and structural calculations,Volumes I,II,III, IV, V,and VI: 1) FOR CONSTRUCTION, dated 10 January 2006, including structural calculations and specifications 2) ADDENDIJM#1,Dated 24 January 2006. 3) BLDG. DEPT. RESP./ FINAL CONST., dated 3 April 2006, including revised sriuctural calculations and specifications. 4) BLDG. DEPT. RESP./FINAL CONST., dated 15 May 2006, including revised structural calculations and specifications. 5) Temporary shoring package,dated 23 May,2006,including structural calculations. 6) BLDG. DEPT. RESP./ FINAL CONST., dated 5 July 2006, including revised structural calculations and specifications. 805 14th Street. Golden. Colorado 80401 ■ Phone: 303 384 9J10 ■ Fax: 303 384 9915 ■ Website: www.klaa.com t ` 7) Additional follow up structural calculations and structural sketches, dated between 5 July 06 through 14 July 2006. During the course of our review,we have raised structural code issues and errors ar inconsistencies in the drawings to the attention of the Engineer of Record(EOR),who has in turn responded to and resolved our concerns. When a comment was resolved by modifying the construction documents, we have not reviewed the modified drawings in all cases; we feel that it is the EOR's responsibility to ensure that changes to the structural drawings made as a result of our plan check are properly communicated to the contractor for construction. Note, the 2003 International Building Code requirements for Structural Observation and Structural Inspection are beyond the scope of our review,these duties must be carried out by the EOR and a third party inspection agency. At this time, all structural plan check comments have been addressed by the EOR and are considered closed. It is our professional opinion that the project conforms to conventional design and construction practices and meets the minimum requirements of the building code. Please note that the completion of this review does not absolve the EOR of ineeting any section of the building code not explicitly addressed in the review, or allow the violation of any State or City Law, or any other ordinance. Please do not hesitate to contact us with any questions or comments. Sincerely, �pp0 !/C� p�,� ,,....... •�S P.H�q,`�'c� c,,�� ti�:o 610 James P.Horne,P.E., S.E. Project Engineer '�� ., . � SS��NAL E�\ cc. David Thomsen, CIA(electronic file) . � ��7` H�D ER To�� a$ �a�� CONSTRUCTION INC . � �� k �� ,.: �,�•: May 22, 2005 � Mr. Leonard Sandoval ♦ Town of Vail Department of Public Works 1309 Elkhorn Drive Vail, CO 81657 RE: Construction Site Access and Sta in�lan_—Vail's Front Door _--- � . Dear Leonard, Following is a summary of the site staging'and access plan for the referenced Project: I. Reference the attached Project Schedule representing a start date of May 30, 2006. A. The construction schedule is based on Monday through Friday 7:OOAM to 5:30 PM and Saturdays 7:00 AM to 4:30 PM B. The 2006 Vail Village/Lionshead Village Construction Hours Information Handout for holiday hours is incorporated into the Project Schedule. C. Hyder Construction will provide weekly schedule updates to the Town of Vail. D. Hyder Construction will continue to attend the weekly TOV coordination meetings to update the progress of the project and its impacts upon adjacent properties. II. Attached are three (3) separate site access and staging plans A. Site Access and Staging Plan#1 represents the work period of May 22, 2006 through October 31, 2006. 1. Plan#1 is intended to work concurrently with the previously approved Site Access and Staging plan for the spring utility work in the Public Right of Way. This work is operating under a separate Right of Way Permit. The previously agreed upon Vail Merchant Delivery Zone will be maintained until road closures are no longer required. Currently the last road closure is scheduled to be completed on June 10, 2006. 2. During this period the site will be accessed from Vail Road on the west and from the east via Vail Valley Drive through the Gold Peak area. i. Reference MHT#2 for the traffic control plan for Vail Road. ii. Reference MHT #1 for the traffic control plan for the Gold Peak Children's Center. 543 Santa Fe Drive•Denver,Colorado 80204•(303) 825-1313•Fax: (303) 825-3223•Email:infoC�hyderinc.com•Website:www.hyderinc.com iii. Pending the Town of Vail's approval the bus stop at the Gold Peak Children's Center will be relocated to the Gold Peak turn out. iv. A fence will be installed at Gold Peak to separate construction activities from the public. 3. Vail Resorts intends on using the Vista Bahn ski lift and surrounding ski yard for limited summer activities. i. Hikers will be allowed in the area adjacent to the construction activity per the signage and fencing requirements shown on Plan #1. ii. Bikers will not be allowed in the area and will be blocked at Rock Ledge Road. A map will be installed in the Vista Bahn plaza directing bikers through the town to get access to the mountain. iii. The ski yard will be separated from the construction site by an 8' tall painted plywood fence. B. Site Access and Staging Plan#2 represents the work period of November l, 2006 through Apri122, 2007. 1. During this period the site will be accessed from Vail Road only. i. Reference MHT#2 for the traffic control plan for Vail Road. ii. The bus stop will be re-established at the Gold Peak Children's Center. iii. The access road to the east will be restored to its current condition and all storm water management BMP's will be removed. 2. Vail Resorts intends on using the Vista Bahn ski lift, surrounding ski yard and ski runs for their standard winter program. i. The ski yard will be separated from the construction site by an 8' tall painted plywood fence. ii. Skier signage will be managed by Vail Resorts. C. Site Access and Staging Plan#3 represents the work period of April 23, 2007 through October 31, 2007 1. During this period the site will be accessed from both Vail Road and from the east via Vail Valley Drive through the Gold Peak area. i. Reference MHT#1 for the traffic control plan for Vail Road. ii. Reference MHT#2 for the traffic control plan for the Gold Peak Children's Center. iii. Reference MHT#3 for the traffic control plan for access to One Vail Place. iv. Pending the Town of Vail's approval the bus stop at the Gold Peak Children's Center will be relocated to the Gold Peak turn out. 2. Vail Resorts will close the Vista Bahn ski lift and surrounding area for the relocation of the lift and the associated utility and grading work. . � 3. The pedestrian streetscape work around One Vail Place, the Hill Building and Bridge Street Lodge will be performed in three separate phases as depicted on Plan#3. D. Work occurring after October 31, 2007 will be performed under a separate site access and staging plan similar to Plan#2. This plan will be submitted to The Town of Vail by September 15, 2007. III. Access to and from the site will be managed from a check point at the delivery zone on Vail Road. A. The construction access trailers will be located at the south side of the site. Visitors to the construction trailers will be directed to access from Bridge Street. B. A temporary Knox box will be located at the delivery check point to provide keyed access to any area of the site in case of emergency. IV. The site will be surrounded by either a 6'-0" chain link fence with two layers of green fabric depicted in red on the attached access and staging plans. The areas of the site that are subject to high pedestrian traffic will be surrounded by an 8'-0" high painted wood fence depicted in green on the attached access and staging plans. All fencing will be installed to withstand winds of 80 miles per hour. Snow adjacent to the plywood fencing will be managed to maintain a clear height of 6'-0" for the safety of the public. V. An emergency egress plan by 42/40 Architecture showing egress patterns from affected areas of the South Lodge Tower,the Lodge at Vail and the lower level of One Vail Place is attached. VI. Signage will be placed along Vail Road to direct pedestrian access to the Vista Bahn ski lift via Gore Creek Drive to Bridge Street in both the summer and winter seasons. VII. Vail Resorts will install a pedestrian barrier in both the summer and winter modes to increase the separation between pedestrian traffic and construction activities on the mountain. The Vail Resorts barrier is shown in blue on the attached access and staging plans. VIII. Homeowners and merchants in the surrounding areas will be provided with notice of the construction site access and staging plan once the plan has been approved by the Town of VaiL IX. Temporary task lighting within the construction site will be provided to meet OSHA standards and will comply with The Town of Vail lighting discharge requirements. X. Two tower cranes will be erected on the site. The tower cranes will be erected so as to allow 20' of clearance under the crane hook above the highest projection around the site. No crane pick will be allowed over occupied areas or buildings. A. Aviation beacon lights will be mounted at the tops of each tower crane. B. Two emergency drop zones are shown on Access and Staging Plan#1 and #2. These may be utilized in the event of an emergency to evacuate an injured person from within limits of construction. C. Mobilization and removal dates for the tower cranes are shown on the attached schedule. ' � , XI. Concrete truck and concrete pump wash out will be allowed only in designated areas within the limits of construction. Prior to completion of the project these wash out areas will be remediated. XII. Mill Creek Circle will not be used for construction access at any time. XIII. A detailed SWMP is attached for reference. A. Copies of the SWMP and construction dewatering discharge permits have been provided under separate cover. B. Street sweeping will be provided at both the Vail Road and Vail Valley Drive access points as required to minimize dust and vehicle tracking. C. Dust within the site and on the Gold Peak access road will be mitigated with the use of water trucks. Magnesium Chloride may be used on the Gold Peak access road if required. XIV. Snow removal from the material delivery zone and from within the site will be hauled to an off site stockpile area. Vehicle tracking at the material delivery zone will be managed with gravel and/or de-icing compound to maintain safe access points. XV. All construction personnel parking will be managed offsite. A. During the summer building season the Village parking garage will be utilized. B. During the winter building season a remote parking area and buses will be utilized. Currently the remote parking area is planned to be near Gypsum. Details for the parking area will be provided once they are available. XVI. The interior and exterior renovation of the South Lodge Tower is scheduled to run concurrent with the summer 2006 building season. A. Modifications to the east stair tower are required to avoid construction. An emergency egress plan by 42/40 Architecture dated May 4, 2005 is attached. B. A separate site access and staging plan will be provided for this project. XVII. Names and contact numbers for Hyder Construction are listed below A. Doug Thompson, Project Executive Office: (303) 825-1313 Direct: (720) 932-3264 Cell: (303) 829-5950 B. Scott Miller, Project Manager(Site, Parking Garage, Chalets) Office: (303) 825-1313 Direct: (720) 932-3271 Cell: (303) 882-6238 C. Chris Knight, Project Manager (Lodge at Vail, Alpine Club, Skier Serv.) Office: (303) 825-1313 Direct: (720) 932-3284 Cell: (303) 358-3607 D. Jim Benvenuti, Project General Superintendent Cell: (303) 829-7145 Site: To be provided E. Rene Robledo, Project Superintendent (Site) Cell: (303) 829-1331 . . • . Site: To be provided F. Bill Partridge, Project Superintendent (Parking Garage) Cell: (970) 471-5729 Site: To be provided G. 24 Hour Emergency Number (303) 489-5208 We recognize that there will be a considerable amount of construction activity within the Town of Vail occurring concurrent with the construction of the Vail's Front Door Project. We understand that modifications to the above plan may be necessary for the work in the area to be completed successfully and on schedule. We will cooperate in anyway feasible recognizing of course that we are also under a very tight construction schedule for the completion of the project. Sincerely, HYDER CONSTRUCTION INC., by � ��,�-� Scott Miller, Project Manager cc: Mr. Rick Caudel, Vail Resorts Development Co. Mr. Brian McCartney, Vail Resorts Mr. Charlie Davis, Town of Vail Chief Building Official � � "'�,_,-.� '�. %��1 :CC ENTERPR I SES FAX N0. :970242053� Apr. �6 2086 01:50PM P1 R�L,��V • � ■ i f ■ �7 ■ ■ ■ ■ CC ENTERPRISES - TRAFFIC CO�ITROL SPECIALISTS, INC ContraCtor; HYDER CONSTRUCTION PAGE #1 Project: VAIL FRONT DOOR (VAIL VALLEY DRIVE) Method of Handling Traffic; TRUCKS TURNING ON 2 LANE ROAD N � �j PREPARED BY; �' E tJ �. .� �' � �i�n �� n�r , .��/J/5�06 S ATSSA TCS NAME DATE n,.Kacs ff�_ "'' �- z Nf:NING � � � � � . aN Hwv p } 2�� > � a �� 1� y �� z��:� tur,Ninic� ONF 2�� , �� FARI(mx; N � ,�r � � `-�~- l�' -' . . . � �___r, '�_� � �� NA��oAO �oo- GRP�� ■� NOTES: 1. CONTRACTOR WILL HAVE TRUCKS TURNING ON AND OFF VAIL VALLEY DR„ DURING WORKING HOURS ONLY. 2, FLAGGERS ON VAIL VALLEY ROAD WILL STOP TtZAFFIC FOR TRUCKS TURNING. FLAGGER_ON GRAD�p HAUL R4AD WILL STOP TRUCKS F�R PARKING LOT TRA�FIC, 51GN5 & DEVICES: 2 - TRUCKS TURNING ON HWY 3 - FLAGGERS SYMBOL •� F";UM :CC ENTERPRISES FAX N0. :9702420530 Apr. 06 2006 01:51PM P2 CC ENTERPRISES - TRAFFIC CONTROL SPECIALISTS, INC Contractor; HYDER CONSTRUCTION PAGE #2 ProjeCt; VAi� FRONT DOOR (MILL CREEK CIRCLE) Method of Handling Traffic; TRUCKS TURNING ON 1 LANE ROAD PREPARED BY; N �i�nT�i/ n��a�. //Oh%�' w E , ATSSA TCS NAME DATE s wrccownoq� � �� o� ri��Kacs � � IUfMNC: �� . . . pN �GJ � � � �l ' � �� 2O�' . � �r� . '�„��, � E FOREST ROAD � 200' \� y 200' WORK SITE ,u„"`�,� 'i"' ENTRANCE ON I IWY �� NOTES: 1. CONTRACT�R WILL HAVE TRUCKS TURNING ON AND OFF ROAD AT�NTRANCE TO WORK SITE. 2. FIAGGER AT E FOREST RD AND VAII.RD INTERSECTION WILL ALLOW LOCAL TRAFFiC TO PASS THROUGH AND CONTROL DELIVERIES TO THE SITE. THE FLAGGER AT SITE ENTRANCE WILL CONTROL TRUCI<5 LEAVING THE SITE AS THEY ENTER THE ONE WAY SIG NS: 2- TRUCKS TURNING ON HWY 2- FLAGGER SYMBOL , � - 1000 'Mobilize-Job Site Set Up __ -- - - -- 1010 Site Demolition 1020 Layout 1030 CleadGrub Site/Prep for Dewatering 1040 Relocate Utilities &Shori 1045 _ Construction Dewatering Trench/Wells 1050 Underpining&Shoring 1060 Mass Excavation 1080 Erect Tower Cranes 1090 Cast-In-Place Structure 1095 Below Slab Utilities&Vaults 1100 Waterproofing at Deck _ 1105 CMU Walls 1120 Stairs&Railings 1125 Fire Sprinker 1140 Mechanical Plant 1150 Electrical Service 1160 Rough Mechanical 1170 i Rough Electrical&Fire Alarm 1180 !Trim MEP&Fire Alarm 1190 Overhead Doors-Doors&Hardware 1200 Paint 1210 Final Clean&Punch 1220 Building A-Garage/Dock Substantial Co 2000 Relocate Operations in Lodge 2010 Complete Electrical Gear Relocation 2020 Relocate Mechanical Plant 2030 Interior Demolition 2040 Relocate Kitchen Hood 2050 Demo West&South Wings 2060 Excavate for Shallow Foundation 2070 Shallow CIP Foundations 2075 Backfill Foundation 2080 Below Slab Utilities 7'30MAY06 '07JUN06 5 01JUN06 07JUN06 5 05JUN06 09JUN06 10 06JUN06 16JUN06 30 08JUN06 14JUL06 24 12JUN06 11JUL06 95 12JUN06 I 030CT06 100 12JUN06 �090CT06 5 11 SEP06 15SEP06 140 11SEP06 16MAR07 15 030CT06 !190CT06 i —20��0-5MAR07 30MAR07 30119MAR07 '27APR07 30 19MAR07 27APR07 40 09APR07 O1JUN07 30 09APR07 18MAY07 20 09APR07 04MAY07 40 23APR07 1 J5 UN07 40 23APR07 i15JUN07 20 04JUN07 29JUN07 7 18JUN07 26JUN07 10 20JUN07 03JUL07 5 05JUL07 11JUL07 0 i 11JUL07 10 08JUN06 19JUN06 10 14JUN06 24JUN06 20 14JUN06 08JUL06 15 20JUN06 ,08,JUL06 --+— 15 10JUL06 26JUL06 7 10JUL06 17JUL06 5 18JUL06 22JUL06 15 24JUL06 09AUG06 5 10AUG06 ,15AUG06 , 15 16AUG06 I 01 SEP06 VAIL'S FRONT DOOR SUMMARY SCHEDULE START DATE: May 30, 2006 �'.Mobilize-Job Site Set Up I�Site Demolition ri Layout �°'!CleadGrub Site/Prep for Dewatering&Shoring �°��-'Relocate Utilities ��Construction Dewatering Trench/Wells � Underpining&Shoring � - -- Mass Excavation �.Erect Tower Cranes -��:�-=��r�*��_� Cast-In-PlaceStructure �;'Below Slab Utilities&Vaults �'Waterproofing at Deck ��CMU Walls ■r�t-_.,. Stairs&Railings �:Fire Sprinker �'Mechanical Plant I�:Electrical Service ��-'Rough Mechanical �'Rough Electrical&Fire Alarm �Trim MEP&Fire Alarm �:Overhead Doors-Doors&Hardware �'Paint �'.Final Clean&Punch Building A-Garage/Dock Substantial Completion :��Pii�'i O� �/ai� � , � i ��Relocate Operations in Lodge '��-'Complete Electrical Gear Relocation �-��-'Relocate Mechanical Plant �'!Interior Demolition ---'�Relocate Kitchen Hood �-.Demo West&Suuth Wings F+Excavate for Shallow Foundation �!Shallow CIP Foundations �'Backfill Foundation �'Below Slab Utilities � 2100 2110 2120 2130 2135 2140 2145 2150 2155 2170 2180 2190 2195 2200 2205 2210 2220 2230 2240 2250 2255 2260 - 2270 2280 2290 2300 2310 2320 2325 2330 2340 2350 2360 2370 2380 2385 2390 2395 2410 2450 2460 Pour Interior Slabs - - --- _ __ __ _ Erect Steel-West Wing CMU Sheath Exterior Walis-West Dry In&Roof-West Wing Set Windows&Doors-West Wing Exterior Stone Veneer-West Wing ,Interior Wall Framing-West Wing Rough MEP&Fire Protection-West Win� Gyp&Finish-West Wing Structural Steel-South Wing Frame&Sheath Exterior Walls-South W Dry-In and Roofing-South Wing Set Windows&Doors-South Wing Duct Work-South Wing Elevators Frame Interior Walls-South Wing Rough MEP&Fire Alarm- South Wing Gyp,Tape&Finish-South Wing Interior Stone and Tile Millwork, Lockers&Tirm Floor Coverings Final Paint Final Clean&Punch Buildinq B Spa&Lodqe Substantial Com[ Frame&Sheath Structure from 8188 HT&Steel Roof Framing Sheath/Dry-In/Roofing Set Windows&Doors Elevator Interior Framing Fire Sprinkler Piping Rough MEP&Fire Alarm Gyp,Tape&Finish Interior Stone&Tile Miliwork,Lockers&Trim Doors&Hardware Kitchen Equipment Final Paint Floor Coverings _ __ Final Clean&Punch Buildina C Ski Club Substantial Comc 5 04SEP06 20 09SEP06 15 030CT06 20 200CT06 5 06NOV06 30 06NOV06 15 15NOV06 30 06DEC06 15 19JAN07 20 05MAR07 10 02APR07 10 16APR07 5 23APR07 10 30APR07 45 30APR07 10 14MAY07 20 28MAY07 20 25JUN07 20 10JUL07 20 24JUL07 5 21AUG07 5 21AUG07 5 28AUG07 0 20 19MAR07 20 09APR07 20 07MAY07 5 21 MAY07 20 21 MAY07 10 21 MAY07 10 28MAY07 20 04JUN07 20 02JUL07 20 24JUL07 30 14AUG07 5 18SEP07 7 25SEP07 5 040CT07 5 110CT07 5 180CT07 0 08SEP06 020CT06 190CT06 14NOV06 10NOV06 15DEC06 05DEC06 18JAN07 08FEB07 30MAR07 13APR07 27APR07 27APR07 11 MAY07 29JUN07 25MAY07 22JUN07 23JUL07 06AUG07 20AUG07 27AUG07 27AUG07 03SEP07 03SEP07 13APR07 04MAY07 01JUN07 25MAY07 15JUN07 O1JUN07 08JUN07 29JUN07 30JUL07 20AUG07 24SEP07 24SEP07 030CT07 100CT07 170CT07 240CT07 240CT07 Pour Interior Slabs �- Erect Steel-West Wing �CMU Sheath Exterior Walls-West �i Dry In&Roof-West Wing l�Set Windows&Doors-West Wing 11�!'W�!`�`:Exterior Stone Veneer-West Wing i Interior Wall Framing-West Wing - . �:Rough MEP&Fire Protection-West Wing ��Gyp&Finish-West W Ing :Structural Steel-South Wing ��Frame&Sheath Exterior Walls-South Wing ��°�Dry-In and Roofing-South Wing r!Set Windows&Doors-South Wing �'J Duct Work-South Wing �'*��^�� Elevators �_Frame Interior Walls-South Wing i�-'-��Rough MEP&Fire Alarm- South Wing �°'Gyp,Tape&Finish-South Wing �� _Interior Stone and Tile _-.- Millwork,Lockers&Tirm !�:Floor Coverings �'Final Paint � Final Clean&Punch Building B Spa&Lodge Substantial Completion � Frame&Sheath Structure from 8188 �:HT&Steel Roof Framing �-m`Sheath/Dry-In/Roofing F Set Windows&Doors �'E�evator �"Interior Framing �- Fire Sprinkler Piping �^��_�:Rough MEP&Fire Alarm �'"':Gyp,Tape&Finish _... _Interior Stone&Tile -. .- Millwork,Lockers&Trim ��Doors&Hardware !�Kitchen Equipment ��.Final Paint �Floor Coverings D:�Final Clean&Punch ` Building C Ski Club Substantial Completion 4050 4060 4070 4075 4080 4090 4095 4097 4100 4105 4110 4115 4120 4130 4140 4150 4210 4225 4220 4230 4240 4250 4270 4260 4280 4290 4300_ 4310 Set Steel at 8i70 �Pour Slab on Deck 8170 Erect Main Level Steel Framing 8182 'Backfili Foundation --- - - - --- 'Erect Wall and Roof Framing _ Erect Heavy Timber Roof Framing _ Prep&Place Slab on Deck _ ___ Interior Wall Framing_Lower Level_ -�-- -_ ,Exterior Wall Framing __ _ Rough Fire Sprinkler-Lower Level Roof Sheathing&Dry-in -- - - _ - -- -- Rough MEP-Lower Level — - - Interior Wall Framing-Main Level ,Doors&Windows -- _--_ Roofing ;Elevators ---� - - -- _ _ Fire Sprinkler-Main Level _ - -�-- 1 Exterior Veneers&Trim _ Rough MEP-Main Level _ _ Gyp,Tape&Finsh-Lower Level Gyp,Tape&Finish-Main Level - -- - —- - �Millwork,Trims, Finishes-Lower Level MEP Trim-Lower Level Millwork,Trims,Finishes Main Level 2470 2480 2490 2510 2520 2530_ 2540 2550 2560 2570 2580 2590 MEP Trim-Main Level Kitchen Equipment __ Final Clean&Punch Substantial Completion-Skier Services !Clear Snow&Grub Building Site Prep Site for Dewatering&Erosion Control Electrical&Phone Relocation�West _ Excavation&Shoring-South&West_ _ Excavation&Shoring_-East __ Pour Pad&Erect Tower Crane Cast-In-Place Garage&Mezzanine __- - -- - Foundation Walls-Chalets Underslab Utilities Slab on Grade-Garage Vertical Waterproofing Rock Backfill to Garac7e/Mezz Lid 10 02MAY07 15MAY07 2,16MAY07 17MAY07 - — - 10 16MAY07 29MAY07 7 I 25MAY07 I 04J UN07 15 30MAY07 ,19JUN07 � 23 O6JUN07 09JUL07 -! - - ' � 4 20JUN07_ i25JUN07 �I _�_10 28JUN07 112JUL07 � 10 02JUL07 �,16JUL07 � 10 06JUL07 119JUL07 7 10JUL07 Y18JUL07 I - - -- -� -- I 15 13JUL07 02AUG07 10 17JUL07 30JUL07 _ 5 19JUL07 25JUL07 20 19JUL07 15AUG07 �I _ _ _ _- -- - 50 19JUL07 26SEP07 � _ 10,24JUL07 O6AUG07 ; � 30��26JUL07 I 05SEP07 � 15 31JUL07 _�i20AUG07 _�� I 15 03AUG07 �I23AUG07 �, - r 15�'�21AUG07 �I 10SEP07 �_ 15 24AUG07 �I13SEP07 � 1_ 10 07SEP07 I20SEP07 �I 20 I 11 SEP07 I 080CT07 I� 10�020CT07 I150CT07 � 5 I 020CT07 I 080CT07 I i7�'160CT07 �240CT07 JII OII �40CT07 , 5 08JUN06 3 14JUN06 7 17JUN06 45 26JUN06 _ 35 19AUG06 10 I 25AUG06 601 13SEP06 55 300CT06 10 20NOV06 4�0-4DEC06 20�26DEC06 10�17JAN07 I 13JUN06 I 16JUN06 ' 24J UN06 18AUG06 129SEP06 06SEP06 �, 24NOV06 �I ��18JAN07 '01 DEC06 I �07DEC06 I,23JAN07 �30JAN07 �°-Set Steel at 8170 �Pour Slab on Deck 8170 �Erect Main Level Steel Framing 8182 �Backfill Foundation �!Erect Wall and Roof Framing �-=°�'_Erect Heavy Timber Roof Framing � Prep&Place Slab on Deck �_Interior Wall Framing-Lower Level ��Exterior Wall Framing �`-',Rough Fire Sprinkler-Lower Level � Roof Sheathing&Dry-in Rough MEP-Lower Level w -Interior Wall Framing-Main Level Doors&Windows - Roofing � '�- �- Elevators 1�!Fire Sprinkler-Main Level ��Exterior Veneers&Trim _._�Rough MEP-Main Level i Gyp,Tape&Finsh-Lower Level � Gyp,Tape&Finish-Main Level � Millwork,Trims, Finishes-Lower Level MEP Trim-Lower Level � -_:Millwork,Trims,Finishes-Main Level �MEP Trim-Main Level �Kitchen Equipment �Final Clean&Punch # Substantial Completion-Skier Services ►� Clear Snow&Grub Building Site �Prep Site for Dewatering&Erosion Control !�`Electrical&Phone Relocation-West �" Excavation&Shoring-South&West �"T°`�" Excavation&Shoring -East �Pour Pad&Erect Tower Crane �--"�-" ' Cast-In-Place Garage&Mezzanine "v -'' "-Foundation Walls-Chalets �`�Underslab Utilities i Slab on Grade-Garage ��"i Vertical Waterproofing -�Rock Backfill to Garage/Mezz Lid 2595 Horizontal Waterproofing 10 24JAN07 06FEB07 _ i - - - - - _ - - - - - - _ _ 2600 CMU Walls-Garage_ _ ' 15 07FEB07 �27FEB07 - --- - - _ _ _ - - i __ --_ .- - - 2605 TFoamfill to Subgrade 15 07FE607 ,27FEB07 J 2610 Frame Bwlding 1 I_ 30 07FEB07 20MAR07 2615 _ Frame Building 3 30 07FEB07 20MAR0� 2618 _'Protection at Foam �, 5 28FEB07 ',06MAR07 � - ---- - 2620 _1 Rough Fire SpriNkler-Garage 10'28FEB07 I 13MAR07 2625 I Basecourse Fill on Foam 10'�07MAR07 ,20MAR07 -- --- - - - - -- - - -,-- 2630 Rough MEP&Fire Alarm Garage 15 07MAR07 �27MAR07 - - ___- -- 2635 Dry-in&Roofing Building 1 15 21 MAR07 10APR07 -- - - - - r ------. 2637 Dry-in&Roofing Building 3 15 21 MAR07 10APR07 2640 Framing-Building 2 30'21 MAR07 01 MAY07 I - - � -- - _- _ � 2645 Framing-Building 4 ', 30 21 MAR07 01 MAY07 2647 Doors&Wlndows-Building 1 � 5 28MAR07 ,03APR07 - -- ---_ - - - - � 2648 Doors&Windows-Building 3 I 5'28MAR07 �03APR07 I _ - - . -- - 2649 Rough Fire Sprinkler&MEP Building 1 40'04APR07 �29MAY07_ 2650 __ Rough Fire Sprinkler&MEP Building 3 _ _� 40 04APR07 I29MAY07 3170 Exterior Veneers&Finishes-Building 1 60,04APR07 '26JUN07 - - --- --- -- ---- - -- 3180 Exterior Veneers&Finishes-Building 3_ _ _ 60 04APR07 '26JUN07 _I 2652 Elevators-Building 1 � 40 11APR07 05JUN07 -- - 9- -_ ---- -, --- --- - -- _ 2653 Elevators-Buildin 3 40 11APR07 05JUN07 - -- - - - - - 2655 Dry-in&Roofing Building 2 15 02MAY07 22MAY07 2657 Dry-in&Roofing Building 4 15 02MAY07 22MAY07 � -� g - - - — -- 2685 Frame-Buildin 6 30 02MAY07 26JUN07 F - - -- 02MAY07 12J UN07 2680 � rame-Buildin 5 40 ---- I 2690 Doors&Windows-Buiiding 2 5',09MAY07 '15MAY07 - -- 9- ___ _ _ i _ .I- — -. 2691 Doors&W Indows-Buildin 4 5�09MAY07 �15MAY07 - --- - --- --- - I _ _ 2692 Rough Fire Sprinkler&MEP Building 2 40I 16MAY07 11JUL07 I 2693 Rough Fire Sprinkler&MEP Building 4 � 40,16MAY07 11JUL0� ___ --,- 3190 Exterior Veneers&Finishes-Building 2_ _ i �16MAY07 ,08AUG07 i 3200 Exterior Veneers&Finishes-Building 4 ' 60I 16MAY07 '08AUG07 ' 2870 Gyp,Tape&Finish-Building 1 40 30MAY07 25JUL07 ' -- ---- � � 2880 I Gyp,Tape&Finish-Building 3 40 30MAY07 25JUL07 - _ - - - - �- ---' 2695 Elevators-Building 2 40,06JUN07 01AUG07 � _- � ------ - -� 2700 Elevators-Building 4 40 06JUN07 01AUG07 - - - --- 2710 Dry_in&Roofing Building 6 � 15 13JUN07 �03JUL07 2715 Doors&Windows-Building 6 � 5 20JUN07 ,26JUN07 I -- - - --__----- - -- _ - 2720 Dry-in&Roofing Building 5 15I,27JUN07 �18JUL07 3210�xteroFVe eerls&Fnishes BBu'��Idi9g6 _ 60 2�JUN07 '22AUG07 � _ 27JUN07 19SEP07 �i 2725 �Doors&Windows-Builging 5 _ 7105JUL07 I 13JUL07 2890 Gyp,Tape&Finish-Building 2 40'i 1 J2 UL07 05SEP07 �'i l __--- -- - --- r"Horizontal Waterproofing _ CMU Walls-Garage � Foamfill to Subgrade � Frame-Building 1 � -_ Frame-Building 3 �:Protection at Foam �Rough Fire Sprinikler-Garage �_Basecourse Fill on Foam � ,Rough MEP&Fire Alarm Garage i� - Dry-in&Roofing Building 1 �_'-°.- Dry-in&Roofing Building 3 �Framing-Building 2 ��Framing-Building 4 !�Doors&Wlndows-Building 1 ^ Doors&Windows-Building 3 � --'-Rough Fire Sprinkler&MEP Building 1 ��+Rough Fire Sprinkler&MEP Building 3 �l Exterior Veneers&Finishes-Building 1 �� -_°=Exterior Veneers&Finishes-Building 3 �� Elevators-Building 1 � ` Elevators-Building 3 Dry-in&Roofing Building 2 Dry-in&Roofing Building 4 W i Frame-Building 5 �-Frame-Building 6 °'Doors&Windows-Building 2 �?Doors&Wlndows-Building 4 1��=�= Rough Fire Sprinkler&MEP Building 2 �Rough Fire Sprinkler&MEP Building 4 �� Exterior Veneers&Finishes-Building 2 ��Exterior Veneers&Finishes-Building 4 �Gyp,Tape&Finish-Building 1 �°"' Gyp,Tape&Finish-Building 3 �In� __'Elevators-Building 2 ��"'"�' Elevators-Building 4 I � Dry-in&Roofing Building 6 I �Doors&Windows-Building 6 T""!Dry-in&Roofing Building 5 �` �' Rough Fire Sprinkler&MEP Building 6 �T --Exterior Veneers&Finishes-Building 6 " Doors&Windows-Builging 5 Gyp,Tape&Finish-Building 2 2900 Gyp,Tape&Finish-Building 4 40 12JUL07 05SEP07 - -- -- __ - --- - - . - -- -_ 9 --- � I16JUL07 07SEP07 2727 Rough Fire Sprmkler&MEP Bwlding 5 I 40 � _ _ , 3220 Extenor Veneers&Fmishes-Bwldin 5 60116JUL07 �050CT07 _ 2930 Int.Firnshes-Building 1 � 60 26JUL07 I 170CT07 ' 2940 Int.Finishes-Building 3 � _ 60,26JUL07 I,170CT07 � 2730 I Elevators-Building 5 _ _ __� 60'',02AUG07 �240CT07 �I 2740 �Elevators-Building 6__ � 40 02AUG07 26SEP07 __ - - -- -- 2910_ _ _ Gyp,Tape&Finish-Building 6 _ 40I 23AUG07 170CT07 2950 Int.Finishes-Building 2 ' 60�O6SEP07 28NOV07 _ 2960 Int.Finishes-Building 4 �' 60 06SEP07 28NOV07 - —— -- -_ 2920 Gyp,Tape&Finish-Building 5 50 10SEP07 I 16NOV07 ---- - - — --- - 2970 Int.Finishes-Buiiding 6 60 180CT07 II 11JAN08 , - - - -- � 2990 MEP Trim-Building 1 _ 20�,iSOCT07 14NOV07 _ - , 9 - i !--- 3000 MEP Trim-Buildin 3 20�180CT07 �I 14NOV07 3050 ,Final Clean&Punch-Building 1 1p I ------- - -- - -- ----- - 15NOV07 28NOV07 I 3060 Final Clean&Punch-Building 3 10 15NOV07 I 28NOV07 �� -- - - - 1 2980 llnt.Finishes-Building 5 70 19NOV07 }26FEB08 _ - - - 3110 �Substantial Compietion Building 1 0 I 28NOV07 --, - 3120 'Substantial Completion-Building 3 O I 28NOV07 � - - --- - _ -- - ' --- - 3010 �MEP Tnm-Building 2 20 29NOV07 27DEC07 � 3020 I MEP Trim-Building 4 20 29NOV07 �27DEC07 -- _ g - - _ ___ _ __ 3080 I Final Clean&Punoh-Buddin 4 10'28DEC07 11JAN08 - - - -- — ; — l �28DEC07 11JAN08 J' 3130 Substantial Completion-Building 2 0 11JAN08 - - ---- - ---- - , _ __ - 3140 Substantial Completion-Building 4 0 11JAN08 -- , --------- - �- __ _ _ 3030 MEP Trim-Bwlding 6 20�14JAN08 j08FEB08 � -_ -- - - - - -- - --- 3090 Final Clean&Punch-Building 6 10 11 FEB08 �22FEB08 I --_ - - - -- -- _ _ 3150 Substantial Completion-Building 6 0 22FE608 ', - � -- -- - — _ - 3040 I MEP Trim-Building 5 30 27FE608 ;08APR08 -- -- - - --- - _ _ -- 3100 'Final Ctean&Punch-Building 5 15 09APR08 �i 29APR08 3160 Substantial Completion-Building 5 0 29APR08 L HYDER!. I�qNSfRU('9lON IN('., Gyp,Tape&Finish- Building 4 _ Rough Fire Sprinkler&MEP Building 5 - ��¢�� 'Exterior Veneers&Finishes-Buiiding 5 � - Int. Finishes-Building 1 �� Int. Finishes-Building 3 ��-��-?Elevators-Building 5 �� ' Elevators-Building 6 �"�'°Gyp,Tape&Finish-Building 6 i Int. Finishes-Building 2 , i Int. Finishes-Building 4 �Gyp,Tape&Finish-Building 5 t� °• Int. Finishes-Building 6 � MEP Tnm-Building 1 �° " �MEP Trim-Building 3 `'Final Clean&Punch-Building 1 � 'Final Clean&Punch-Building 3 � � -'"_ Int. Finishes-Building 5 Substantial Completion-Building 1 Substantial Completion-Building 3 _ 'MEP Trim-Building 2 ��_:_MEP Trim-Building 4 i Final Clean&Pundh-Building 2 !Final Clean&Punch-Building 4 Substantial Completion-Building 2 Substantial Completion-Building 4 ° MEP Trim-Building 6 Final Clean&Punch-Building 6 Substantial Completion-Building 6 ?'- _: _ MEP Trim-Building 5 Final Clean&Punch-Bu Substantial Completion- Date Revision 18JAN06 SUMMARY SCHEDULE � 05MAY06 1 Revised Start -- - --� ---- --- 12MAY06 Contract Checked I Approved : { _ __ I DHT I -- � X *, i ' N��vnruc .. ,�s+"' _ � ,�` *' � i � ` � %� � . J� �% � - � ... _ —__�- + i'. I` �'�� `r .` � ` -- :`� �`� �� Y 7 r�wo ma.i,une.Hc. ' � � RiVA RIOGE � � �� `\CWRT�CONDEE NIUMS �-��-_�_ �� . • \ / ; ) ... .. r��+-� �� .� �� 1°i j� /'�� ' . 7 ' i� ` 1 CHAliTS C � " - � ' (NOf2TF± � ! � A PART OF I -- „ � 1 �. . � TR�CT G � t: � ��.�� u��. OW PUCE I �� '; � � .�e _- ��-�� . . 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PHASE 1 PEDESTRIAN DECK PAVMG 5/16/07-7/10/07 0 IN `� , �� `� � I, �� ``^` Y� � �-y'� `:i MATERIAL DELIVERY,TURNAROUND,JOB ENTRANCE 0 IN ��` ,��, N ?'� "�� FLAGMEN-SEE TRAFFIC CONTROL PLAN 0 IN '�, `\� \"` � �� `� � �� VAIL ASSOCIATION SKI COMPANY BARRIER 0 IN �� ' � �� :� _ ��\ ' ��;,� !' � � �r \ J \ k i r PRIVATERESIDENTIALACCESSAVAILABLEAPPROXB/1/07 OIN ` `\``� `\� -- - -- =*�-�-_]- - -- =�; `�.. � '"� � . _ � �? - GC SITE FENCE WITH WIND SCREEN 0 IN �`�`` �.�` `\��.�\ U.S.F.S. 1� _ _ _ `. �_ � ".�„� � ��; �^ � ��,` ? .'�� I �.�', GC PLYWOOD FENCE AT PUBLIC ACCESS 0 IN �� '�, ``\�� I �` , � �� '�; � �I DUMPSTER OIN ��=\� `�� '�.' - �-, - -__ _;HAUL ROUTE FOR EAST SITE SPRING 2007 0 IN 1` ` `�` `�� '- ` �```�� --�_ - �. srre 7�. HIKERS DECEN9lp�G FROM THEB �� . PHASE 2 PEDESTRIAN DECK PAVING 7/11/07-8/31/07 0 W \ � ` `�'�.�`` .�PICKER TRAIL WILL�EYl6O1RECTIED�e, �� `� � "�«PHASE 3 PEDESTRIAN DECK PAVING 9/1/07-10/31l07 0 IN -_ _ , bDM!!(ROCK LEDGE ROAD " - �� SIGNAGE 0 IN Il ' . • . . ' -'� . `'' _ �7yi�;; SITE �1-PEDESTRIAN ACCESS TO VISTA BAHN SKI LIFT VIA 0 W ��=;�'�� _._ 7M1 OVE T.i. GORE CREEK DRIVE TO BRIDGE STREET 0 IN - `��k`�- G R A D I N G VAIL FRONT DOOR �� - � �ti- �- P� Proposed Access & Staging - � � � - -- - -- -- C09.0 4/23/07 - 10/31/07 � �•_� FILE018.TIF(34%of Scale);Vail Front Door Logistics Spring 2007;Vail Front Door;05/17/2006 12:56 PM r a Vail, Colorado Denver, Colorado Frisco, Colorado � Monroe 8� Newell Engineers, Inc. September 27,2006 4240 Architecture 1621 Eighteenth Street, Suite 200 Denver,CO 80202 Attn: Randy Hart Re: Vail's Front Door(M&N#5500.02)Building A and Site BUII.DING PERMIT#:B06-0018 �.�,�� _ �� 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 August 22,2006.We have included the original comment with each response. Our September 27, 2006 responses are noted with"M&N Response(9/27/06)"and are shown in red. BUILDING DEPARTMENT COMMENTS: ASI A-001, dated 6/15/06: Parking garage entry way modifications 5. S109: Plan view at new lid modifications over new ramp below: Verify superimposed dead foading is sufficient in this area, structural cafculations have not been submitted and loads can not be verified. Section 3 &4/A203 show several feet of soil overtop, along with planter/site walls, topping slabs throughout, and the concrete and CMU shaft wall around the exhaust shaft. lBC 1604.4. HES 9/18/06: Dead loads appear too low: ca�ulations show 250 psf dead bad.This load accounts for 8"slab plus 4"topping, plus 10"of 120 pcf soil. Section 3/A203 shows that 8"soil is the minimum depth,additional dead loads due to greater soil depth,sidewalks and planter walls appear omittect.Additionally, it is unclear if post tensioned beam seif weight is included. PT beam calcuiations have bwe�prestress for PB13(482k in calcs vs.589k on S003)and higher prestress for PB15(295k in calcs vs.214k on S003), please check designs. : � ��.'?._�a� .,... � 2006 Platinum Sponsor The Colorado Chapter of The American Institute of Architects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 C303) 623-4927 • FAX <303) 623-6602 . email: denver�monroe-newell.com M&N Response (9/27/06) The computer model accounts for the self weight of the 8" thick concrete slab. The remaining 100 psf of dead foad accounts for the possible additional soil, the sidewalks, and the planter walls. The self weight of the post-tensioned beam is accounted for and included in the computer model. Refer to the attached SSK-A033 for the revised "Post-Tensioned Beam Schedule" from sheet S003 with the corrected "effective forces" and "bottom of concrete to cgs" for Beams PB13 and PB15. No revisions are required to the designs. 10. 16/S303: steel columns are not called out on plan, verify small shed roof snow loads have been considered in the design of columns, header, and supporting slab and other structure below. tBC 1604.4, 1603.1 HES 9/18/06: Roof point�ads are not shown in PT beam calculatior�s,please verify this loading is included as indicated. EOR coordinate column call out, not shown on plan or section. M&N Response (9/27/06) Refer to the attached revised PT calculations for Beam PB13 with the point loads from the up columns. The columns are noted as "by others". Monroe & Newell Engineers, Inc. and Hyder Construction will coordinate with the Engineer of Reco�d for the South Lodge Tower Project. End of Comment Responses. If you have any questions or comments,please catl our office. Very truly yours, ��uur�rrrr;.. M , ��i�L ENGINEERS,INC. . 2, ,�`•. s : 1 � � : :'��s .: Pe� •�: .� Prmctp�'�F�C •...•• d � � � N � � �, � O � o �. d � � � o � �� e �:o ° n o �. orc� �-�r � o � o� � � �� O `� O n 0 � D o m � n r+�j Z �� z�oinm �Z �� Z [mmmm O c�zoacn � r• �O(AO =�ND� � V � ✓� �O O p °'� a 0 � � 0 ASI A 001 � ASI A-001 PBI2 � PB13 — �� PB15 �4" �4" �4" — ��. �.. 28" — �8" �,. 40�IG �,� 48�iG — �G51G — �68K 18" e Iq" LEFT (WEST) 14" RI6HT (EAST) �m�� ``"�° �� I�I" LEFT (WEST) I'1° RI6HT (EAST) SSK A-033 �'� i�T � � � �OST T � l�ls � 0i�1 � 1� � � �1`� SC � � l� l� � � /5��3 � � DC�_ ' � ' A-033 3�� 18 � �� 18 Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell Engineers, Inc. STRUCTURAL ENGINEERING CALCULATIONS (Supplemental) � For: Vail's Front Door Building "A" Garage / Site Building Permit #B06-0018 (responding to ASI A-001) Vail, Colorado M&N #5500.02 ```,,��a��au.��': �� ;; s � _ z = �` : '�.7 ti+;.""�PO. �e y�'�i F Cd►-d�'. �:��iin�. .� These drawings and calculations are the property of Monroe&Newell Engineers,Inc. Any use or reproductions of these calculations without the expressed written permission of Monroe&Newell Engineers,Inc.is strictly prohibited. **P.E. stamp on sheet applies to the following calculation pages and indicates that have been reviewed. This includes all sheets attached to this cover. September 27, 2006 . � :-•::.:• 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) 623-4927 • FAX (303) 623-6602 . email: denver�monroe-newell.com -T-�-��'t � �o Vails Front Door Project #5500.02 Post-Tensioned Beam PB13 � � � �, , �� . .�. � � , Peter's Beam PB13-Point Load Roof.cpt 9/26/2006 Monroe and Newell Engineers,Inc. RAM Concept m 2008 Bentley Systems,Inc. RAM Concept°is a trademark of Bentley Systems,Inc. 2.02 'OR SiZE. E GONSTRUGTION JOINT INDIGATES FAGE OF I EXISTIN6 LODGE TOWER BUILDIDI� i aiar-a in• I eo�rror+ar i•-o• PARALLEL 70 BE TOP OF GONGRE' ELEVATION � 8L 0 r---"' -\ ' '_' b'WIDE GONGRETE /� i i P I GURB WITH +5 HORI2. � AOII ^` �� 8180'-'1� � i AND K4 X DOWEL � AOtI � i i TOP OF�� AT I'-b" J9� j� I I � GONGRE i q• �� .'��`� �' 1�' 3p � 8 1 8 1'-4 I/2' � -.n�O�V. _�__��F�,,1i BO�EM OF A(3EAM � BqE i RE.ARGH FpR ��b� - ��' Ib AS REQUtf2ED � �• . OPENIN6 LOGATION � ' i i � ___ __PBI3_� '�••-�" '�"' �V� "' -�"�-'��'��' UP ONLY BY �� _i i . -- i OTHERS - _""_'IS_ -- �"'i"_"."--"'_"__"_' � 8181'-4 1/2' i___ r�_ / b180•_�" �i I _I I . � 8181'-8 I/2' /� A51 A-001 i ppINT L A017 _ �� TOP OF EXISTIN6 ----------� �� - ' r�'__---".'r'.;-"""--"_'_""_ ' CANGRETE S�AB _�� -- .. __'--°--_ _'_ L�___'_ t-'-�--'__---°�_�___ ' ON STEEL.IOISTS -' i i � JOINT � i i PB14 \ PIGAU ` . AOI"1 � I I/ PBI4 \. � �� _�.�� y�'r"-----°�i�-�-'-� ' 8181'-4 I/�' �� —- _ ��__�� w�.�_�_��L�� ' � II � ii / �� \\ 8181'-4 I/�' � /� .i i � Apl7 � � i� PBI4 � �� -- ��-��'��"��--°��"�'�-��'�� /`2 4 �� ' -'-"-"' ii —- ' " ' 'r�"'----""--°---_-'__°------�- � B13-SP N 1 i i � A51 A-001 i� � 8181'-3" i I i i 19 I � , 8181'-4 I�' �I A51 A-001 ( i ii ��T� ��_��______�� _�� _ _ _ � __ �_�___��_�1 � �� JJ�A��__�_ 1 i i � 7_�__ - -�— �— — —_'_B2l__' � ----� tJ' - - � ---- � r---_' '__ -_'___------' I_ -____'__ __ --_'_ ___ __'___._ _ - �'�' .__-- ---y-_-_�____J_-_-___r_� 8i8P_3. 8i80'-i0 T i GONSTRUGTI I � JOINT I LOW POINT , SLOPE � _/_\___}_________'__"___��-� �'_�'�' r------ -----° 18 I 1 � � J 1\ � � `------ -'-'�'�� "-'-'--'-��J � 4�-6� L` �L `� ` �q._Z. 28'_�• i 18 1 4 S�0 � � �,� � ZIJ ��_ F�F ��Q ❑� ❑ � � 8181._3` '�-�---� -°---,�_�-- ' __ ______________ � i i � � � i SL� OPE 1 � , � 1 Iry� I �m 1 1 � � � � i i � I �,,,�,.�, �,�ar � Q �� .�,�___ r...,� 1��+►� Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 UnItS Geometry Units Plan Dimensions:feet Slab Thickness:inches Support Dimensions:inches Angles:degrees Elevations:inches Support Height:feet Loading and Reaction Units Point Force:Kips Line Force:kips/ft Area Force:psf -Report As Zero:0 Kips -Report As Zero:0 kips/ft -Report As Zero:0 psf Point Moment:kip-ft Line Moment:pounds Area Moment:#/foot -Report As Zero:0 kip-ft -Report As Zero:0 pounds -Report As Zero:0#/foot Spring and Stiffness Units Point Force Spring:kips/in Line Force Spring:ksi Area Force Spring:pci Point Moment Spring:k-ft/° Line Moment Spring:k/4 Area Moment Spring:k/ftg Slab Analysis Units Force:Kips Moment:kip-ft Concrete Stress:psi -Report As Zero:0 Kips -Report As Zero:0 kip-ft -Report As Zero:0 psi Force Per�dth:kips/ft Moment Per Width:Kips Deflection:inches -Report As Zero:0 kips/ft -Report As Zero:0 Kips -Report As Zero:0 inches Materials Units Concrete Volume:cu.yds Reinforcing Area:sq.in. PT Force:Kips Rebar Weight:tons Tendon Profile:inches Reinforcing Stress:ksi PT Weight:pounds Cover:inches Miscellaneous Units Floor Area:sq.ft. Density:pcf Elongations:inches Tendon Ang�es(for friction):radians Units-2 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Signs Positive Loads —� � � � Positive Analysis � � � � � .... � �� ,� �... . ..� '�� 'F' rf.... ..�f� . :r �...........r r...� �-.. � � � �� .�, � ��...�� ,. �, ti, �� ti, •ti �� ti, •�� ~'� Positive Reactions � � � � � � �� Signs-3 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Materials Concrete Mix Ma Density fci Pc fcui fcu Poissons User Ec/ User Ec Name (pct) (psi) (psi) (psi) (psi) Rat/o Ec Ca/c (psll (Rsil 3000 psi 150 3000 3000 3725 3725 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 4000 psi 150 3000 4000 3725 4975 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 5000 psi 150 3000 5000 3725 6399 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 6000 psi 150 3000 6000 3725 7450 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 PT Systems System Aps Eps fse fpy fpu Duct Width Strdnds Min Radius Name Type (sq.in.) (ks!) (ksi) (ksJ) (ksi) (fnches) Pe�Duct (feet) '/z"Unbonded unbonded 0.153 28000 175 243 270 0.5 1 6 '/�"Bonded bonded 0.153 28000 160 243 270 3 4 6 0.6"Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8 0.6"Bonded bonded 0.217 28000 160 243 270 4 4 8 PT Stressing Parameters System Jacking Stiess Seating Loss Anchor Wobb/e Frictlon Angu/ar Frict/on Lon�Teim Losses Name (ksi) (inches) Fiiction (fil�eet) (>/rad/ansJ (ksf) '/z'Unbonded 216 0.25 0 0.0014 0.07 22 '/�"Bo�ded 216 0.25 0.02 0.001 0.2 22 0.6"Unbonded 216 0.25 0 0.0014 0.07 22 0.6"Bonded 216 0.25 0.02 0.001 0.2 22 Reinforcing Bars Bar As ES Fy Name (ks!) (ks!) (ksl) #3 0.11 29000 60 #4 0.2 29000 60 #5 0.31 29000 60 #6 0.44 29000 60 #7 0.6 29000 60 #8 0.79 29000 60 #9 1 29000 60 #10 1.27 29000 60 #11 1.56 29000 60 Materials-4 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Materials (2) SSR Systems StudA�a HeadA�a Min C/earHead Specified Stud Fy Stud Spacing Rounding Min Studs SSR System Name (sq.In.) (sq.In.) Spacing(inches) Spacing(inches) (ks!) /nc�ement (inches) Per Rai/ 3/8"SSR 0.11 1.11 0.5 None 50 0.25 2 1/2"SSR 0.196 1.96 0.5 None 50 0.25 2 5/8"SSR 0.307 3.07 0.5 None 50 0.25 2 3/4"SSR 0.442 4.42 0.5 None 50 0.25 2 Materials-5 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Loadings Loadfng Name Type Ana/ysis On-Pattem Factor Oif-Pattem Factvr Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction(At Stressing)LoadilA,q�essing Dead Normal 1 1 Other Dead Loading Dead Normal 1 1 Live(Reducible)Loading Live(Reducible) Normal 1 0 Live(Unreducible)Loading Live(Unreducible) Normai 1 0 Live(Storage)Loading Live(Storage) Normal 1 0 Live(Roo�Loading Live(Roo� Normal 1 0 Loadings-6 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Load Combinations All Dead LC Active Design Criteria: <none> Loed/ng Standaid Factor A/t.Enve%pe Factor Self-Dead Loading 1 1 Balance Loading 0 0 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducible)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Dead+ Balance LC Active Design Criteria: <none> Loading StandaMFactor A/t.Enve%peFactor Self-Dead Loading 1 1 Balance Loading 1 1 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducible)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Initial Service LC Active Design Criteria: Initial Service Design Loading Standaid Factor A/t.Enve%pe Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 1 1 Other Dead Loading 0 0 Live(Reducibie)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Load Combinations-7 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Load Combinations (2) Seroice LC: D+(1.0 � 0.0) L Active Design Criteria: Service Design Loading Standa�rlFacto� A/t Enve%peFactor Self-Dead Loading 1 1 Balance Loading 1 1 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducibie)Loading 1 0 Live(Unreducible)Loading 1 0 Live(Storage)Loading 1 0 Live(Roofl Loading 1 0 Sustained Service LC Active Design Criteria: Sustained Service Design Loading Standaid Facto� A/t.Enve%pe Factor Self-Dead Loading 1 1 Balance Loading 1 1 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducible)Loading 0.5 0.5 Live(Unreducible)Loading 0.5 0.5 Live(Storage)Loading 1 1 Live(Roo�Loading 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Desig Loading Standaid Facto� A/t.Enve%pe Factoi Self-Dead Loading 1.4 0.9 Balance Loading 0 0 Hyperstatic Loading 1 1 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1.4 0.9 Live(Reducible)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Load Combinations-8 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Load Combinations (3) Factored LC: 1.2D+ 1.6L+0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Desig Load/ng StandaMFactor A/t.Enve%pe Facto� Self-Dead Loading 1.2 0.9 Balance Loading 0 0 Hyperstatic Loading 1 1 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1.2 0.9 Live(Reducible)Loading 1.6 0 Live(Unreducible)Loading 1.6 0 Live(Storage)Loading 1.6 0 Live(Roo�Loading 0.5 0 Factored LC: 1.2D+f1 L+ 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Desig Loading Standaid Factor A/t.Enve%pe Facto� Self-Dead Loading 1.2 0.9 Balance Loading 0 0 Hyperstatic Loading 1 1 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1.2 0.9 Live(Reducible)Loading 0.5 0 Live(Unreducible)Loading 1 0 Live(Storage)Loading 1 0 Live(Roofl Loading 1.6 0 Long-Term Deflection LC Active Design Criteria: <none> Loading Standaid Factor A/t Enve�p�e Factor Self-Dead Loading 3.35 3.35 Balance Loading 3.35 3.35 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 3.35 3.35 Live(Reducible)Loading 2.18 2.18 Live(Unreducible)Loading 2.18 2.18 Live(Storage)Loading 3.35 3.35 Live(Roo�Loading 2.18 2.18 Load Combinations-9 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Load Combinations (4) Live Load Active Design Criteria: <none> Loading Standaid Factor A/t.Enve%pe Factor Self-Dead Loading 0 0 Balance Loading 0 0 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 0 0 Live(Reducible)Loading 1 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Load Combinations-10 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Design Rules Code Minimum Design 318-02 Min.Reinforcement User Minimum Design Specified Min.Reinforcement Initial Service Design 318-02 Initial Service Design Service Design 318-02 Service Design Include detailed section analysis Sustained Service Design 318-02 Sustained Service Design Strength Design 318-02 Strength Design Punching Shear Design Ductility Design 318-02 Ductility Design Design Rules-11 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Mesh Input: Standard Plan Mesh Input: User Notes; User Lines; User Dimensions; Slab Area Priorities; Beam Priorities; Point Supports; Point S� Drawing Import: User Notes; User Lines; User Dimensions; Design Strip: Latitude SSSs; Scale = 1 :65 � ; Mesh Input:Standard Plan-12 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Standard Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 Element:Standard Plan-13 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Slab Summary Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 : Element:Slab Summary Plan-14 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Supports Below Slab Summary Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Element Thicknesses; Wall Element Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 t=8 h- 0 � Fix,Pin Rigid Shear 5000 psi t=8 h- 0 Fix,Pin Rigid Shear 5000 psi Element:Supports Below Slab Summary Plan-15 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Supports Above Slab Summary Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Above; Wall Element Thicknesses; Wail Element Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 � Element:Supports Above Slab Summary Plan-16 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Temporary Construction (At Stressing) Loading: All Loads Plan Temporary Construction (At Stressing) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Temporary Construction(At Stressing)Loading:All Loads Plan-17 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Other Dead Loading: All Loads Plan Other Dead Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; L Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Fz=333 �� Fz=333 Fz=455 1- • � � z= Fz=455 Fz=333 Fz=333 �,,,n� �f t�� = - � ''�- Fz=455 Fz=455 i � � , Other Dead Loading:All Loads Plan-18 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Live (Reducible) Loading: All Loads Pian Live (Reducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Valu Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Fz=133 z= Fz=133 Fz=133 •' ; .. Fz=182 Fz=182 Fz=182 Live(Reducible)Loading:All Loads Plan-19 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Live (Unreducible) Loading: Ail Loads Plan Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load V� Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Lc��, �'�,,, �a� a��. k _ Live(Unreducible)Loading:All Loads Plan-20 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Live (Storage) Loading: All Loads Plan Live (Storage) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Value� Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Live(Storage)Loading:All Loads Plan-21 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Live (Roo� Loading: All Loads Plan Live (Roof) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; L Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Live(Roofl Loading:All Loads Plan-22 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Service LC: D + (1 .0 � 0.0) L: Deflection Plan Service LC: D + (1 .0 � 0.0) L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1:65 Vertical Deflection Plot �� '� �� , � ,d��R.��.�.��.�_.�,� 0 0.08 0.16 0.24 0.32 0.4 0.48 0.56 0.64 Min Value = -0.09401 inches @ (23,-1 .75) Max Value = 0.6725 inches @ (0.0164,-2.75) Service LC:D+(1.0�0.0)L:Deflection Plan-23 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .4D: Mx Plan Factored LC: 1 .4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Bending Moment Plot (X-Axis direction) One Contour = 0.1 Kips Min Value = -6.739 Kips @ (0,1 .5) Max Value = 1 .114 Kips C� (11 .25,1) Factored LC:1.4D:Mx Plan-24 Vaiis Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .4D: My Plan Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Bending Moment Plot (Y-Axis direction) One Contour = 5 Kips Min Value = -220.4 Kips @ (15,1 .5) Max Value = 13.79 Kips @ (33,1) Factored LC:1.4D:My Plan-25 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .4D: Reactions Plan Factored LC: 1 .4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)( � 0 T � � T T rn 0 T � � � � •• � TT V, Q .. • • Factored LC:1.4D:Reactions Plan-26 a Vail, Colorado Denver, Colorado Frisco, Colorado � Monroe 8� Newell Engineers, Inc. September 27,2006 4240 Architecture 1621 Eighteenth Street, Suite 200 Denver,CO 80202 Attn: Randy Hart Re: Vail's Front Door(M&N#5500.02)Building A and Site BUII.DING PERMIT#:B06-0018 �.�,�� _ �� 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 August 22,2006.We have included the original comment with each response. Our September 27, 2006 responses are noted with"M&N Response(9/27/06)"and are shown in red. BUILDING DEPARTMENT COMMENTS: ASI A-001, dated 6/15/06: Parking garage entry way modifications 5. S109: Plan view at new lid modifications over new ramp below: Verify superimposed dead foading is sufficient in this area, structural cafculations have not been submitted and loads can not be verified. Section 3 &4/A203 show several feet of soil overtop, along with planter/site walls, topping slabs throughout, and the concrete and CMU shaft wall around the exhaust shaft. lBC 1604.4. HES 9/18/06: Dead loads appear too low: ca�ulations show 250 psf dead bad.This load accounts for 8"slab plus 4"topping, plus 10"of 120 pcf soil. Section 3/A203 shows that 8"soil is the minimum depth,additional dead loads due to greater soil depth,sidewalks and planter walls appear omittect.Additionally, it is unclear if post tensioned beam seif weight is included. PT beam calcuiations have bwe�prestress for PB13(482k in calcs vs.589k on S003)and higher prestress for PB15(295k in calcs vs.214k on S003), please check designs. : � ��.'?._�a� .,... � 2006 Platinum Sponsor The Colorado Chapter of The American Institute of Architects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 C303) 623-4927 • FAX <303) 623-6602 . email: denver�monroe-newell.com M&N Response (9/27/06) The computer model accounts for the self weight of the 8" thick concrete slab. The remaining 100 psf of dead foad accounts for the possible additional soil, the sidewalks, and the planter walls. The self weight of the post-tensioned beam is accounted for and included in the computer model. Refer to the attached SSK-A033 for the revised "Post-Tensioned Beam Schedule" from sheet S003 with the corrected "effective forces" and "bottom of concrete to cgs" for Beams PB13 and PB15. No revisions are required to the designs. 10. 16/S303: steel columns are not called out on plan, verify small shed roof snow loads have been considered in the design of columns, header, and supporting slab and other structure below. tBC 1604.4, 1603.1 HES 9/18/06: Roof point�ads are not shown in PT beam calculatior�s,please verify this loading is included as indicated. EOR coordinate column call out, not shown on plan or section. M&N Response (9/27/06) Refer to the attached revised PT calculations for Beam PB13 with the point loads from the up columns. The columns are noted as "by others". Monroe & Newell Engineers, Inc. and Hyder Construction will coordinate with the Engineer of Reco�d for the South Lodge Tower Project. End of Comment Responses. If you have any questions or comments,please catl our office. Very truly yours, ��uur�rrrr;.. M , ��i�L ENGINEERS,INC. . 2, ,�`•. s : 1 � � : :'��s .: Pe� •�: .� Prmctp�'�F�C •...•• m �. � � m 0 � Q � �i � ^F ^F �Q � �Q 1--1 3L� 3� � � � w�D � wl� m � �� J� 0 6� 6r Q 0 — � � � � � � � �u Q � � � � � � � '� � ry n � � Q � � � c� U � = 0 � 1 � n h � 1� � � � � � � I ry h h � � � � � l.t_i � m �n � � � � � � 0 0 � � <Q <Q a _� _� Q � t�chitectofRecotd Va.ils Front Door oRaw�NC No: SSK A-033 424o Building A REFERENCE: 5003 Ownei/Devdopes ISSUE: ASI A-001 V311 RCSOttS DATE: 09/27/O6 Develo ment Com ari SCALE: N.T.S. Denvec,Colocado p p y Avoa,Coloxado DRAWN BY: CLH Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell Engineers, Inc. STRUCTURAL ENGINEERING CALCULATIONS (Supplemental) � For: Vail's Front Door Building "A" Garage / Site Building Permit #B06-0018 (responding to ASI A-001) Vail, Colorado M&N #5500.02 ```,,��a��au.��': �� ;; s � _ z = �` : '�.7 ti+;.""�PO. �e y�'�i F Cd►-d�'. �:��iin�. .� These drawings and calculations are the property of Monroe&Newell Engineers,Inc. Any use or reproductions of these calculations without the expressed written permission of Monroe&Newell Engineers,Inc.is strictly prohibited. **P.E. stamp on sheet applies to the following calculation pages and indicates that have been reviewed. This includes all sheets attached to this cover. September 27, 2006 . � :-•::.:• 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) 623-4927 • FAX (303) 623-6602 . email: denver�monroe-newell.com -T-�-��'t � �o Vails Front Door Project #5500.02 Post-Tensioned Beam PB13 � � � �, , �� . .�. � � , Peter's Beam PB13-Point Load Roof.cpt 9/26/2006 Monroe and Newell Engineers,Inc. RAM Concept m 2008 Bentley Systems,Inc. RAM Concept°is a trademark of Bentley Systems,Inc. 2.02 'OR SiZE. E GONSTRUGTION JOINT INDIGATES FAGE OF I EXISTIN6 LODGE TOWER BUILDIDI� i aiar-a in• I eo�rror+ar i•-o• PARALLEL 70 BE TOP OF GONGRE' ELEVATION � 8L 0 r---"' -\ ' '_' b'WIDE GONGRETE /� i i P I GURB WITH +5 HORI2. � AOII ^` �� 8180'-'1� � i AND K4 X DOWEL � AOtI � i i TOP OF�� AT I'-b" J9� j� I I � GONGRE i q• �� .'��`� �' 1�' 3p � 8 1 8 1'-4 I/2' � -.n�O�V. _�__��F�,,1i BO�EM OF A(3EAM � BqE i RE.ARGH FpR ��b� - ��' Ib AS REQUtf2ED � �• . OPENIN6 LOGATION � ' i i � ___ __PBI3_� '�••-�" '�"' �V� "' -�"�-'��'��' UP ONLY BY �� _i i . -- i OTHERS - _""_'IS_ -- �"'i"_"."--"'_"__"_' � 8181'-4 1/2' i___ r�_ / b180•_�" �i I _I I . � 8181'-8 I/2' /� A51 A-001 i ppINT L A017 _ �� TOP OF EXISTIN6 ----------� �� - ' r�'__---".'r'.;-"""--"_'_""_ ' CANGRETE S�AB _�� -- .. __'--°--_ _'_ L�___'_ t-'-�--'__---°�_�___ ' ON STEEL.IOISTS -' i i � JOINT � i i PB14 \ PIGAU ` . AOI"1 � I I/ PBI4 \. � �� _�.�� y�'r"-----°�i�-�-'-� ' 8181'-4 I/�' �� —- _ ��__�� w�.�_�_��L�� ' � II � ii / �� \\ 8181'-4 I/�' � /� .i i � Apl7 � � i� PBI4 � �� -- ��-��'��"��--°��"�'�-��'�� /`2 4 �� ' -'-"-"' ii —- ' " ' 'r�"'----""--°---_-'__°------�- � B13-SP N 1 i i � A51 A-001 i� � 8181'-3" i I i i 19 I � , 8181'-4 I�' �I A51 A-001 ( i ii ��T� ��_��______�� _�� _ _ _ � __ �_�___��_�1 � �� JJ�A��__�_ 1 i i � 7_�__ - -�— �— — —_'_B2l__' � ----� tJ' - - � ---- � r---_' '__ -_'___------' I_ -____'__ __ --_'_ ___ __'___._ _ - �'�' .__-- ---y-_-_�____J_-_-___r_� 8i8P_3. 8i80'-i0 T i GONSTRUGTI I � JOINT I LOW POINT , SLOPE � _/_\___}_________'__"___��-� �'_�'�' r------ -----° 18 I 1 � � J 1\ � � `------ -'-'�'�� "-'-'--'-��J � 4�-6� L` �L `� ` �q._Z. 28'_�• i 18 1 4 S�0 � � �,� � ZIJ ��_ F�F ��Q ❑� ❑ � � 8181._3` '�-�---� -°---,�_�-- ' __ ______________ � i i � � � i SL� OPE 1 � , � 1 Iry� I �m 1 1 � � � � i i � I �,,,�,.�, �,�ar � Q �� .�,�___ r...,� 1��+►� Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 UnItS Geometry Units Plan Dimensions:feet Slab Thickness:inches Support Dimensions:inches Angles:degrees Elevations:inches Support Height:feet Loading and Reaction Units Point Force:Kips Line Force:kips/ft Area Force:psf -Report As Zero:0 Kips -Report As Zero:0 kips/ft -Report As Zero:0 psf Point Moment:kip-ft Line Moment:pounds Area Moment:#/foot -Report As Zero:0 kip-ft -Report As Zero:0 pounds -Report As Zero:0#/foot Spring and Stiffness Units Point Force Spring:kips/in Line Force Spring:ksi Area Force Spring:pci Point Moment Spring:k-ft/° Line Moment Spring:k/4 Area Moment Spring:k/ftg Slab Analysis Units Force:Kips Moment:kip-ft Concrete Stress:psi -Report As Zero:0 Kips -Report As Zero:0 kip-ft -Report As Zero:0 psi Force Per�dth:kips/ft Moment Per Width:Kips Deflection:inches -Report As Zero:0 kips/ft -Report As Zero:0 Kips -Report As Zero:0 inches Materials Units Concrete Volume:cu.yds Reinforcing Area:sq.in. PT Force:Kips Rebar Weight:tons Tendon Profile:inches Reinforcing Stress:ksi PT Weight:pounds Cover:inches Miscellaneous Units Floor Area:sq.ft. Density:pcf Elongations:inches Tendon Ang�es(for friction):radians Units-2 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Signs Positive Loads —� � � � Positive Analysis � � � � � .... � �� ,� �... . ..� '�� 'F' rf.... ..�f� . :r �...........r r...� �-.. � � � �� .�, � ��...�� ,. �, ti, �� ti, •ti �� ti, •�� ~'� Positive Reactions � � � � � � �� Signs-3 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Materials Concrete Mix Ma Density fci Pc fcui fcu Poissons User Ec/ User Ec Name (pct) (psi) (psi) (psi) (psi) Rat/o Ec Ca/c (psll (Rsil 3000 psi 150 3000 3000 3725 3725 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 4000 psi 150 3000 4000 3725 4975 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 5000 psi 150 3000 5000 3725 6399 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 6000 psi 150 3000 6000 3725 7450 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 PT Systems System Aps Eps fse fpy fpu Duct Width Strdnds Min Radius Name Type (sq.in.) (ks!) (ksi) (ksJ) (ksi) (fnches) Pe�Duct (feet) '/z"Unbonded unbonded 0.153 28000 175 243 270 0.5 1 6 '/�"Bonded bonded 0.153 28000 160 243 270 3 4 6 0.6"Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8 0.6"Bonded bonded 0.217 28000 160 243 270 4 4 8 PT Stressing Parameters System Jacking Stiess Seating Loss Anchor Wobb/e Frictlon Angu/ar Frict/on Lon�Teim Losses Name (ksi) (inches) Fiiction (fil�eet) (>/rad/ansJ (ksf) '/z'Unbonded 216 0.25 0 0.0014 0.07 22 '/�"Bo�ded 216 0.25 0.02 0.001 0.2 22 0.6"Unbonded 216 0.25 0 0.0014 0.07 22 0.6"Bonded 216 0.25 0.02 0.001 0.2 22 Reinforcing Bars Bar As ES Fy Name (ks!) (ks!) (ksl) #3 0.11 29000 60 #4 0.2 29000 60 #5 0.31 29000 60 #6 0.44 29000 60 #7 0.6 29000 60 #8 0.79 29000 60 #9 1 29000 60 #10 1.27 29000 60 #11 1.56 29000 60 Materials-4 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Materials (2) SSR Systems StudA�a HeadA�a Min C/earHead Specified Stud Fy Stud Spacing Rounding Min Studs SSR System Name (sq.In.) (sq.In.) Spacing(inches) Spacing(inches) (ks!) /nc�ement (inches) Per Rai/ 3/8"SSR 0.11 1.11 0.5 None 50 0.25 2 1/2"SSR 0.196 1.96 0.5 None 50 0.25 2 5/8"SSR 0.307 3.07 0.5 None 50 0.25 2 3/4"SSR 0.442 4.42 0.5 None 50 0.25 2 Materials-5 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Loadings Loadfng Name Type Ana/ysis On-Pattem Factor Oif-Pattem Factvr Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction(At Stressing)LoadilA,q�essing Dead Normal 1 1 Other Dead Loading Dead Normal 1 1 Live(Reducible)Loading Live(Reducible) Normal 1 0 Live(Unreducible)Loading Live(Unreducible) Normai 1 0 Live(Storage)Loading Live(Storage) Normal 1 0 Live(Roo�Loading Live(Roo� Normal 1 0 Loadings-6 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Load Combinations All Dead LC Active Design Criteria: <none> Loed/ng Standaid Factor A/t.Enve%pe Factor Self-Dead Loading 1 1 Balance Loading 0 0 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducible)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Dead+ Balance LC Active Design Criteria: <none> Loading StandaMFactor A/t.Enve%peFactor Self-Dead Loading 1 1 Balance Loading 1 1 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducible)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Initial Service LC Active Design Criteria: Initial Service Design Loading Standaid Factor A/t.Enve%pe Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 1 1 Other Dead Loading 0 0 Live(Reducibie)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Load Combinations-7 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Load Combinations (2) Seroice LC: D+(1.0 � 0.0) L Active Design Criteria: Service Design Loading Standa�rlFacto� A/t Enve%peFactor Self-Dead Loading 1 1 Balance Loading 1 1 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducibie)Loading 1 0 Live(Unreducible)Loading 1 0 Live(Storage)Loading 1 0 Live(Roofl Loading 1 0 Sustained Service LC Active Design Criteria: Sustained Service Design Loading Standaid Facto� A/t.Enve%pe Factor Self-Dead Loading 1 1 Balance Loading 1 1 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducible)Loading 0.5 0.5 Live(Unreducible)Loading 0.5 0.5 Live(Storage)Loading 1 1 Live(Roo�Loading 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Desig Loading Standaid Facto� A/t.Enve%pe Factoi Self-Dead Loading 1.4 0.9 Balance Loading 0 0 Hyperstatic Loading 1 1 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1.4 0.9 Live(Reducible)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Load Combinations-8 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Load Combinations (3) Factored LC: 1.2D+ 1.6L+0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Desig Load/ng StandaMFactor A/t.Enve%pe Facto� Self-Dead Loading 1.2 0.9 Balance Loading 0 0 Hyperstatic Loading 1 1 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1.2 0.9 Live(Reducible)Loading 1.6 0 Live(Unreducible)Loading 1.6 0 Live(Storage)Loading 1.6 0 Live(Roo�Loading 0.5 0 Factored LC: 1.2D+f1 L+ 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Desig Loading Standaid Factor A/t.Enve%pe Facto� Self-Dead Loading 1.2 0.9 Balance Loading 0 0 Hyperstatic Loading 1 1 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1.2 0.9 Live(Reducible)Loading 0.5 0 Live(Unreducible)Loading 1 0 Live(Storage)Loading 1 0 Live(Roofl Loading 1.6 0 Long-Term Deflection LC Active Design Criteria: <none> Loading Standaid Factor A/t Enve�p�e Factor Self-Dead Loading 3.35 3.35 Balance Loading 3.35 3.35 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 3.35 3.35 Live(Reducible)Loading 2.18 2.18 Live(Unreducible)Loading 2.18 2.18 Live(Storage)Loading 3.35 3.35 Live(Roo�Loading 2.18 2.18 Load Combinations-9 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Load Combinations (4) Live Load Active Design Criteria: <none> Loading Standaid Factor A/t.Enve%pe Factor Self-Dead Loading 0 0 Balance Loading 0 0 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 0 0 Live(Reducible)Loading 1 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Load Combinations-10 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Design Rules Code Minimum Design 318-02 Min.Reinforcement User Minimum Design Specified Min.Reinforcement Initial Service Design 318-02 Initial Service Design Service Design 318-02 Service Design Include detailed section analysis Sustained Service Design 318-02 Sustained Service Design Strength Design 318-02 Strength Design Punching Shear Design Ductility Design 318-02 Ductility Design Design Rules-11 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Mesh Input: Standard Plan Mesh Input: User Notes; User Lines; User Dimensions; Slab Area Priorities; Beam Priorities; Point Supports; Point S� Drawing Import: User Notes; User Lines; User Dimensions; Design Strip: Latitude SSSs; Scale = 1 :65 � ; Mesh Input:Standard Plan-12 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Standard Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 Element:Standard Plan-13 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Slab Summary Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 : Element:Slab Summary Plan-14 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Supports Below Slab Summary Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Element Thicknesses; Wall Element Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 t=8 h- 0 � Fix,Pin Rigid Shear 5000 psi t=8 h- 0 Fix,Pin Rigid Shear 5000 psi Element:Supports Below Slab Summary Plan-15 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Supports Above Slab Summary Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Above; Wall Element Thicknesses; Wail Element Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 � Element:Supports Above Slab Summary Plan-16 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Temporary Construction (At Stressing) Loading: All Loads Plan Temporary Construction (At Stressing) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Temporary Construction(At Stressing)Loading:All Loads Plan-17 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Other Dead Loading: All Loads Plan Other Dead Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; L Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Fz=333 �� Fz=333 Fz=455 1- • � � z= Fz=455 Fz=333 Fz=333 �,,,n� �f t�� = - � ''�- Fz=455 Fz=455 i � � , Other Dead Loading:All Loads Plan-18 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Live (Reducible) Loading: All Loads Pian Live (Reducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Valu Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Fz=133 z= Fz=133 Fz=133 •' ; .. Fz=182 Fz=182 Fz=182 Live(Reducible)Loading:All Loads Plan-19 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Live (Unreducible) Loading: Ail Loads Plan Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load V� Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Lc��, �'�,,, �a� a��. k _ Live(Unreducible)Loading:All Loads Plan-20 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Live (Storage) Loading: All Loads Plan Live (Storage) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Value� Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Live(Storage)Loading:All Loads Plan-21 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Live (Roo� Loading: All Loads Plan Live (Roof) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; L Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Live(Roofl Loading:All Loads Plan-22 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Service LC: D + (1 .0 � 0.0) L: Deflection Plan Service LC: D + (1 .0 � 0.0) L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1:65 Vertical Deflection Plot �� '� �� , � ,d��R.��.�.��.�_.�,� 0 0.08 0.16 0.24 0.32 0.4 0.48 0.56 0.64 Min Value = -0.09401 inches @ (23,-1 .75) Max Value = 0.6725 inches @ (0.0164,-2.75) Service LC:D+(1.0�0.0)L:Deflection Plan-23 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .4D: Mx Plan Factored LC: 1 .4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Bending Moment Plot (X-Axis direction) One Contour = 0.1 Kips Min Value = -6.739 Kips @ (0,1 .5) Max Value = 1 .114 Kips C� (11 .25,1) Factored LC:1.4D:Mx Plan-24 Vaiis Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .4D: My Plan Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Bending Moment Plot (Y-Axis direction) One Contour = 5 Kips Min Value = -220.4 Kips @ (15,1 .5) Max Value = 13.79 Kips @ (33,1) Factored LC:1.4D:My Plan-25 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .4D: Reactions Plan Factored LC: 1 .4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)( � 0 T � � T T rn 0 T � � � � •• � TT V, Q .. • • Factored LC:1.4D:Reactions Plan-26 a Vail, Colorado Denver, Colorado Frisco, Colorado � Monroe 8� Newell Engineers, Inc. September 27,2006 4240 Architecture 1621 Eighteenth Street, Suite 200 Denver,CO 80202 Attn: Randy Hart Re: Vail's Front Door(M&N#5500.02)Building A and Site BUII.DING PERMIT#:B06-0018 �.�,�� _ �� 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 August 22,2006.We have included the original comment with each response. Our September 27, 2006 responses are noted with"M&N Response(9/27/06)"and are shown in red. BUILDING DEPARTMENT COMMENTS: ASI A-001, dated 6/15/06: Parking garage entry way modifications 5. S109: Plan view at new lid modifications over new ramp below: Verify superimposed dead foading is sufficient in this area, structural cafculations have not been submitted and loads can not be verified. Section 3 &4/A203 show several feet of soil overtop, along with planter/site walls, topping slabs throughout, and the concrete and CMU shaft wall around the exhaust shaft. lBC 1604.4. HES 9/18/06: Dead loads appear too low: ca�ulations show 250 psf dead bad.This load accounts for 8"slab plus 4"topping, plus 10"of 120 pcf soil. Section 3/A203 shows that 8"soil is the minimum depth,additional dead loads due to greater soil depth,sidewalks and planter walls appear omittect.Additionally, it is unclear if post tensioned beam seif weight is included. PT beam calcuiations have bwe�prestress for PB13(482k in calcs vs.589k on S003)and higher prestress for PB15(295k in calcs vs.214k on S003), please check designs. : � ��.'?._�a� .,... � 2006 Platinum Sponsor The Colorado Chapter of The American Institute of Architects www.monroe-newell.com 1701 Wynkoop Street • Suite 200 • Denver, Colorado 80202 C303) 623-4927 • FAX <303) 623-6602 . email: denver�monroe-newell.com M&N Response (9/27/06) The computer model accounts for the self weight of the 8" thick concrete slab. The remaining 100 psf of dead foad accounts for the possible additional soil, the sidewalks, and the planter walls. The self weight of the post-tensioned beam is accounted for and included in the computer model. Refer to the attached SSK-A033 for the revised "Post-Tensioned Beam Schedule" from sheet S003 with the corrected "effective forces" and "bottom of concrete to cgs" for Beams PB13 and PB15. No revisions are required to the designs. 10. 16/S303: steel columns are not called out on plan, verify small shed roof snow loads have been considered in the design of columns, header, and supporting slab and other structure below. tBC 1604.4, 1603.1 HES 9/18/06: Roof point�ads are not shown in PT beam calculatior�s,please verify this loading is included as indicated. EOR coordinate column call out, not shown on plan or section. M&N Response (9/27/06) Refer to the attached revised PT calculations for Beam PB13 with the point loads from the up columns. The columns are noted as "by others". Monroe & Newell Engineers, Inc. and Hyder Construction will coordinate with the Engineer of Reco�d for the South Lodge Tower Project. End of Comment Responses. If you have any questions or comments,please catl our office. Very truly yours, ��uur�rrrr;.. M , ��i�L ENGINEERS,INC. . 2, ,�`•. s : 1 � � : :'��s .: Pe� •�: .� Prmctp�'�F�C •...•• d � � � N � � �, � O � o �. d � � � o � �� e �:o ° n o �. orc� �-�r � o � o� � � �� O `� O n 0 � D o m � n r+�j Z �� z�oinm �Z �� Z [mmmm O c�zoacn � r• �O(AO =�ND� � V � ✓� �O O p °'� a 0 � � 0 ASI A 001 � ASI A-001 PBI2 � PB13 — �� PB15 �4" �4" �4" — ��. �.. 28" — �8" �,. 40�IG �,� 48�iG — �G51G — �68K 18" e Iq" LEFT (WEST) 14" RI6HT (EAST) �m�� ``"�° �� I�I" LEFT (WEST) I'1° RI6HT (EAST) SSK A-033 �'� i�T � � � �OST T � l�ls � 0i�1 � 1� � � �1`� SC � � l� l� � � /5��3 � � DC�_ ' � ' A-033 3�� 18 � �� 18 Vail, Colorado Denver, Colorado Frisco, Colorado Monroe 8� Newell Engineers, Inc. STRUCTURAL ENGINEERING CALCULATIONS (Supplemental) � For: Vail's Front Door Building "A" Garage / Site Building Permit #B06-0018 (responding to ASI A-001) Vail, Colorado M&N #5500.02 ```,,��a��au.��': �� ;; s � _ z = �` : '�.7 ti+;.""�PO. �e y�'�i F Cd►-d�'. �:��iin�. .� These drawings and calculations are the property of Monroe&Newell Engineers,Inc. Any use or reproductions of these calculations without the expressed written permission of Monroe&Newell Engineers,Inc.is strictly prohibited. **P.E. stamp on sheet applies to the following calculation pages and indicates that have been reviewed. This includes all sheets attached to this cover. September 27, 2006 . � :-•::.:• 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) 623-4927 • FAX (303) 623-6602 . email: denver�monroe-newell.com -T-�-��'t � �o Vails Front Door Project #5500.02 Post-Tensioned Beam PB13 � � � �, , �� . .�. � � , Peter's Beam PB13-Point Load Roof.cpt 9/26/2006 Monroe and Newell Engineers,Inc. RAM Concept m 2008 Bentley Systems,Inc. RAM Concept°is a trademark of Bentley Systems,Inc. 2.02 'OR SiZE. E GONSTRUGTION JOINT INDIGATES FAGE OF I EXISTIN6 LODGE TOWER BUILDIDI� i aiar-a in• I eo�rror+ar i•-o• PARALLEL 70 BE TOP OF GONGRE' ELEVATION � 8L 0 r---"' -\ ' '_' b'WIDE GONGRETE /� i i P I GURB WITH +5 HORI2. � AOII ^` �� 8180'-'1� � i AND K4 X DOWEL � AOtI � i i TOP OF�� AT I'-b" J9� j� I I � GONGRE i q• �� .'��`� �' 1�' 3p � 8 1 8 1'-4 I/2' � -.n�O�V. _�__��F�,,1i BO�EM OF A(3EAM � BqE i RE.ARGH FpR ��b� - ��' Ib AS REQUtf2ED � �• . OPENIN6 LOGATION � ' i i � ___ __PBI3_� '�••-�" '�"' �V� "' -�"�-'��'��' UP ONLY BY �� _i i . -- i OTHERS - _""_'IS_ -- �"'i"_"."--"'_"__"_' � 8181'-4 1/2' i___ r�_ / b180•_�" �i I _I I . � 8181'-8 I/2' /� A51 A-001 i ppINT L A017 _ �� TOP OF EXISTIN6 ----------� �� - ' r�'__---".'r'.;-"""--"_'_""_ ' CANGRETE S�AB _�� -- .. __'--°--_ _'_ L�___'_ t-'-�--'__---°�_�___ ' ON STEEL.IOISTS -' i i � JOINT � i i PB14 \ PIGAU ` . AOI"1 � I I/ PBI4 \. � �� _�.�� y�'r"-----°�i�-�-'-� ' 8181'-4 I/�' �� —- _ ��__�� w�.�_�_��L�� ' � II � ii / �� \\ 8181'-4 I/�' � /� .i i � Apl7 � � i� PBI4 � �� -- ��-��'��"��--°��"�'�-��'�� /`2 4 �� ' -'-"-"' ii —- ' " ' 'r�"'----""--°---_-'__°------�- � B13-SP N 1 i i � A51 A-001 i� � 8181'-3" i I i i 19 I � , 8181'-4 I�' �I A51 A-001 ( i ii ��T� ��_��______�� _�� _ _ _ � __ �_�___��_�1 � �� JJ�A��__�_ 1 i i � 7_�__ - -�— �— — —_'_B2l__' � ----� tJ' - - � ---- � r---_' '__ -_'___------' I_ -____'__ __ --_'_ ___ __'___._ _ - �'�' .__-- ---y-_-_�____J_-_-___r_� 8i8P_3. 8i80'-i0 T i GONSTRUGTI I � JOINT I LOW POINT , SLOPE � _/_\___}_________'__"___��-� �'_�'�' r------ -----° 18 I 1 � � J 1\ � � `------ -'-'�'�� "-'-'--'-��J � 4�-6� L` �L `� ` �q._Z. 28'_�• i 18 1 4 S�0 � � �,� � ZIJ ��_ F�F ��Q ❑� ❑ � � 8181._3` '�-�---� -°---,�_�-- ' __ ______________ � i i � � � i SL� OPE 1 � , � 1 Iry� I �m 1 1 � � � � i i � I �,,,�,.�, �,�ar � Q �� .�,�___ r...,� 1��+►� Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 UnItS Geometry Units Plan Dimensions:feet Slab Thickness:inches Support Dimensions:inches Angles:degrees Elevations:inches Support Height:feet Loading and Reaction Units Point Force:Kips Line Force:kips/ft Area Force:psf -Report As Zero:0 Kips -Report As Zero:0 kips/ft -Report As Zero:0 psf Point Moment:kip-ft Line Moment:pounds Area Moment:#/foot -Report As Zero:0 kip-ft -Report As Zero:0 pounds -Report As Zero:0#/foot Spring and Stiffness Units Point Force Spring:kips/in Line Force Spring:ksi Area Force Spring:pci Point Moment Spring:k-ft/° Line Moment Spring:k/4 Area Moment Spring:k/ftg Slab Analysis Units Force:Kips Moment:kip-ft Concrete Stress:psi -Report As Zero:0 Kips -Report As Zero:0 kip-ft -Report As Zero:0 psi Force Per�dth:kips/ft Moment Per Width:Kips Deflection:inches -Report As Zero:0 kips/ft -Report As Zero:0 Kips -Report As Zero:0 inches Materials Units Concrete Volume:cu.yds Reinforcing Area:sq.in. PT Force:Kips Rebar Weight:tons Tendon Profile:inches Reinforcing Stress:ksi PT Weight:pounds Cover:inches Miscellaneous Units Floor Area:sq.ft. Density:pcf Elongations:inches Tendon Ang�es(for friction):radians Units-2 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Signs Positive Loads —� � � � Positive Analysis � � � � � .... � �� ,� �... . ..� '�� 'F' rf.... ..�f� . :r �...........r r...� �-.. � � � �� .�, � ��...�� ,. �, ti, �� ti, •ti �� ti, •�� ~'� Positive Reactions � � � � � � �� Signs-3 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Materials Concrete Mix Ma Density fci Pc fcui fcu Poissons User Ec/ User Ec Name (pct) (psi) (psi) (psi) (psi) Rat/o Ec Ca/c (psll (Rsil 3000 psi 150 3000 3000 3725 3725 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 4000 psi 150 3000 4000 3725 4975 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 5000 psi 150 3000 5000 3725 6399 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 6000 psi 150 3000 6000 3725 7450 0.2 ACI 8.5.1 (no Wc) 2500000 3000000 PT Systems System Aps Eps fse fpy fpu Duct Width Strdnds Min Radius Name Type (sq.in.) (ks!) (ksi) (ksJ) (ksi) (fnches) Pe�Duct (feet) '/z"Unbonded unbonded 0.153 28000 175 243 270 0.5 1 6 '/�"Bonded bonded 0.153 28000 160 243 270 3 4 6 0.6"Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8 0.6"Bonded bonded 0.217 28000 160 243 270 4 4 8 PT Stressing Parameters System Jacking Stiess Seating Loss Anchor Wobb/e Frictlon Angu/ar Frict/on Lon�Teim Losses Name (ksi) (inches) Fiiction (fil�eet) (>/rad/ansJ (ksf) '/z'Unbonded 216 0.25 0 0.0014 0.07 22 '/�"Bo�ded 216 0.25 0.02 0.001 0.2 22 0.6"Unbonded 216 0.25 0 0.0014 0.07 22 0.6"Bonded 216 0.25 0.02 0.001 0.2 22 Reinforcing Bars Bar As ES Fy Name (ks!) (ks!) (ksl) #3 0.11 29000 60 #4 0.2 29000 60 #5 0.31 29000 60 #6 0.44 29000 60 #7 0.6 29000 60 #8 0.79 29000 60 #9 1 29000 60 #10 1.27 29000 60 #11 1.56 29000 60 Materials-4 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Materials (2) SSR Systems StudA�a HeadA�a Min C/earHead Specified Stud Fy Stud Spacing Rounding Min Studs SSR System Name (sq.In.) (sq.In.) Spacing(inches) Spacing(inches) (ks!) /nc�ement (inches) Per Rai/ 3/8"SSR 0.11 1.11 0.5 None 50 0.25 2 1/2"SSR 0.196 1.96 0.5 None 50 0.25 2 5/8"SSR 0.307 3.07 0.5 None 50 0.25 2 3/4"SSR 0.442 4.42 0.5 None 50 0.25 2 Materials-5 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Loadings Loadfng Name Type Ana/ysis On-Pattem Factor Oif-Pattem Factvr Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction(At Stressing)LoadilA,q�essing Dead Normal 1 1 Other Dead Loading Dead Normal 1 1 Live(Reducible)Loading Live(Reducible) Normal 1 0 Live(Unreducible)Loading Live(Unreducible) Normai 1 0 Live(Storage)Loading Live(Storage) Normal 1 0 Live(Roo�Loading Live(Roo� Normal 1 0 Loadings-6 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Load Combinations All Dead LC Active Design Criteria: <none> Loed/ng Standaid Factor A/t.Enve%pe Factor Self-Dead Loading 1 1 Balance Loading 0 0 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducible)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Dead+ Balance LC Active Design Criteria: <none> Loading StandaMFactor A/t.Enve%peFactor Self-Dead Loading 1 1 Balance Loading 1 1 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducible)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Initial Service LC Active Design Criteria: Initial Service Design Loading Standaid Factor A/t.Enve%pe Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 1 1 Other Dead Loading 0 0 Live(Reducibie)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Load Combinations-7 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Load Combinations (2) Seroice LC: D+(1.0 � 0.0) L Active Design Criteria: Service Design Loading Standa�rlFacto� A/t Enve%peFactor Self-Dead Loading 1 1 Balance Loading 1 1 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducibie)Loading 1 0 Live(Unreducible)Loading 1 0 Live(Storage)Loading 1 0 Live(Roofl Loading 1 0 Sustained Service LC Active Design Criteria: Sustained Service Design Loading Standaid Facto� A/t.Enve%pe Factor Self-Dead Loading 1 1 Balance Loading 1 1 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1 1 Live(Reducible)Loading 0.5 0.5 Live(Unreducible)Loading 0.5 0.5 Live(Storage)Loading 1 1 Live(Roo�Loading 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Desig Loading Standaid Facto� A/t.Enve%pe Factoi Self-Dead Loading 1.4 0.9 Balance Loading 0 0 Hyperstatic Loading 1 1 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1.4 0.9 Live(Reducible)Loading 0 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Load Combinations-8 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Load Combinations (3) Factored LC: 1.2D+ 1.6L+0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Desig Load/ng StandaMFactor A/t.Enve%pe Facto� Self-Dead Loading 1.2 0.9 Balance Loading 0 0 Hyperstatic Loading 1 1 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1.2 0.9 Live(Reducible)Loading 1.6 0 Live(Unreducible)Loading 1.6 0 Live(Storage)Loading 1.6 0 Live(Roo�Loading 0.5 0 Factored LC: 1.2D+f1 L+ 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Desig Loading Standaid Factor A/t.Enve%pe Facto� Self-Dead Loading 1.2 0.9 Balance Loading 0 0 Hyperstatic Loading 1 1 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 1.2 0.9 Live(Reducible)Loading 0.5 0 Live(Unreducible)Loading 1 0 Live(Storage)Loading 1 0 Live(Roofl Loading 1.6 0 Long-Term Deflection LC Active Design Criteria: <none> Loading Standaid Factor A/t Enve�p�e Factor Self-Dead Loading 3.35 3.35 Balance Loading 3.35 3.35 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 3.35 3.35 Live(Reducible)Loading 2.18 2.18 Live(Unreducible)Loading 2.18 2.18 Live(Storage)Loading 3.35 3.35 Live(Roo�Loading 2.18 2.18 Load Combinations-9 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Load Combinations (4) Live Load Active Design Criteria: <none> Loading Standaid Factor A/t.Enve%pe Factor Self-Dead Loading 0 0 Balance Loading 0 0 Hyperstatic Loading 0 0 Temporary Construction(At Stressing)Loading 0 0 Other Dead Loading 0 0 Live(Reducible)Loading 1 0 Live(Unreducible)Loading 0 0 Live(Storage)Loading 0 0 Live(Roo�Loading 0 0 Load Combinations-10 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Design Rules Code Minimum Design 318-02 Min.Reinforcement User Minimum Design Specified Min.Reinforcement Initial Service Design 318-02 Initial Service Design Service Design 318-02 Service Design Include detailed section analysis Sustained Service Design 318-02 Sustained Service Design Strength Design 318-02 Strength Design Punching Shear Design Ductility Design 318-02 Ductility Design Design Rules-11 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Mesh Input: Standard Plan Mesh Input: User Notes; User Lines; User Dimensions; Slab Area Priorities; Beam Priorities; Point Supports; Point S� Drawing Import: User Notes; User Lines; User Dimensions; Design Strip: Latitude SSSs; Scale = 1 :65 � ; Mesh Input:Standard Plan-12 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Standard Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 Element:Standard Plan-13 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Slab Summary Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 : Element:Slab Summary Plan-14 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Supports Below Slab Summary Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Element Thicknesses; Wall Element Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 t=8 h- 0 � Fix,Pin Rigid Shear 5000 psi t=8 h- 0 Fix,Pin Rigid Shear 5000 psi Element:Supports Below Slab Summary Plan-15 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Element: Supports Above Slab Summary Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Above; Wall Element Thicknesses; Wail Element Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1 :65 � Element:Supports Above Slab Summary Plan-16 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Temporary Construction (At Stressing) Loading: All Loads Plan Temporary Construction (At Stressing) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Temporary Construction(At Stressing)Loading:All Loads Plan-17 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Other Dead Loading: All Loads Plan Other Dead Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; L Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Fz=333 �� Fz=333 Fz=455 1- • � � z= Fz=455 Fz=333 Fz=333 �,,,n� �f t�� = - � ''�- Fz=455 Fz=455 i � � , Other Dead Loading:All Loads Plan-18 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Live (Reducible) Loading: All Loads Pian Live (Reducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Valu Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Fz=133 z= Fz=133 Fz=133 •' ; .. Fz=182 Fz=182 Fz=182 Live(Reducible)Loading:All Loads Plan-19 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Live (Unreducible) Loading: Ail Loads Plan Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load V� Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Lc��, �'�,,, �a� a��. k _ Live(Unreducible)Loading:All Loads Plan-20 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Live (Storage) Loading: All Loads Plan Live (Storage) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Value� Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Live(Storage)Loading:All Loads Plan-21 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Live (Roo� Loading: All Loads Plan Live (Roof) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; L Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Live(Roofl Loading:All Loads Plan-22 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Service LC: D + (1 .0 � 0.0) L: Deflection Plan Service LC: D + (1 .0 � 0.0) L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1:65 Vertical Deflection Plot �� '� �� , � ,d��R.��.�.��.�_.�,� 0 0.08 0.16 0.24 0.32 0.4 0.48 0.56 0.64 Min Value = -0.09401 inches @ (23,-1 .75) Max Value = 0.6725 inches @ (0.0164,-2.75) Service LC:D+(1.0�0.0)L:Deflection Plan-23 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .4D: Mx Plan Factored LC: 1 .4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Bending Moment Plot (X-Axis direction) One Contour = 0.1 Kips Min Value = -6.739 Kips @ (0,1 .5) Max Value = 1 .114 Kips C� (11 .25,1) Factored LC:1.4D:Mx Plan-24 Vaiis Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .4D: My Plan Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Bending Moment Plot (Y-Axis direction) One Contour = 5 Kips Min Value = -220.4 Kips @ (15,1 .5) Max Value = 13.79 Kips @ (33,1) Factored LC:1.4D:My Plan-25 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .4D: Reactions Plan Factored LC: 1 .4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)( � 0 T � � T T rn 0 T � � � � •• � TT V, Q .. • • Factored LC:1.4D:Reactions Plan-26 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .2D + 1 .6L + 0.5Lr: Mx Pian Factored LC: 1 .2D + 1 .6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Bending Moment Plot (X-Axis direction) One Contour = 0.5 Kips Min Value = -11 .74 Kips @ (0,1 .5) Max Value = 5.019 Kips @ (11 .25,1) Factored LC: 1.2D+1.6L+0.5Lr:Mx Plan-27 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .2D + 1 .6L + 0.5Lr: My Plan Factored LC: 1 .2D + 1 .6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Bending Moment Plot (Y-Axis direction) One Contour - 10 Kips Min Value = -410.3 Kips @ (16,1.5) Max Value = 7.123 Kips @ (36,0.5) Factored LC: 1.2D+1.6L+0.5Lr:My Plan-28 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .2D + 1 .6L + 0.5Lr: Reactions Plan Factored LC: 1 .2D + 1 .6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)( T'^ V J r � T�/� w J � NM t'J Factored LC:1.2D+1.6L+0.5Lr:Reactions Plan-29 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .2D + f1 L + 1 .6Lr: Mx Plan Factored LC: 1 .2D + f1 L + 1 .6Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Bending Moment Plot (X-Axis direction) One Contour = 0.2 Kips Min Value = -8.12 Kips @ (0,1.5) Max Value = 2.956 Kips @ (11 .25,1) Factored LC: 1.2D+f1 L+1.6Lr:Mx Plan-30 Vaiis Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .2D + f1 L + 1 .6Lr: My Plan Factored LC: 1 .2D + f1 L + 1 .6Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Bending Moment Plot (Y-Axis direction) One Contour = 5 Kips Min Value = -277.8 Kips @ (16,1.5) Max Value = 6.726 Kips @ (36,0.5) Factored LC: 1.2D+f1 L+1.6Lr:My Plan-31 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Factored LC: 1 .2D + f1 L + 1 .6Lr: Reactions Plan Factored LC: 1 .2D + f1 L + 1 .6Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)( d- T T T � T T Q � � � ��..y. V � 0 � Factored LC:1.2D+fi L+1.6Lr:Reactions Plan-32 Vaiis Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Live Load: Deflection Plan Live Load: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Vertical Deflection Plot � � '�``�� ' ;� -.„�� i � � • � � � � i � Min Value = -0.04613 inches @ (23,-1 .75) Max Value = 0.332 inches @ (0.0164,-2.75) Live Load:Deflection Plan-33 Vails Front Door-Peter's Beam P613-Point Load Roof:cpt-9/26/2006 Live Load: Reactions Plan Live Load: User Lines; User Notes; User Dimensions; � Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)( � T 1 " -- '� - o oo �.nco � ��_!b � N � O � O O Q O �l! �"J �iJ � � oo �rcfloar i� �TI I�� N �J"� � Live Load:Reactions Plan-34 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Design Strip: Latitude Design Spans Plan Design Strip: User Notes; User Lines; User Dimensions; Latitude Span Boundaries; Latitude Strip Boundaries; Latitu� Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elerr Scale = 1 :65 Design Strip:Latitude Design Spans Plan-35 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Design Strip: Longitude Design Spans Pian Design Strip: User Lines; User Notes; User Dimensions; Longitude SSs; Longitude SSSs; Longitude DSs; Longitude Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Design Strip:Longitude Design Spans Plan-36 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Design Strip: Punching Checks Plan Design Strip: User Lines; User Notes; User Dimensions; Punching Checks; Punching Check Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Design Strip:Punching Checks Plan-37 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Latitude Tendon: Standard Plan Latitude Tendon: User Notes; User Lines; User Dimensions; Tendons; Num Strands; Tendon Forces; Jacks; Profile F Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elerr Scale = 1 :65 Latitude Tendon:Standard Plan-38 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Longitude Tendon: Standard Plan Longitude Tendon: User Lines; User Notes; User Dimensions; Tendons; Num Strands; Profile Points; Profile Values; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Longitude Tendon:Standard Plan-39 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Service Design: L.T. Deflection Plan Service Design: User Lines; User Notes; User Dimensions; Latitude SSS Designs; Longitude SSS Designs; Latitude Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Section Analysis Plot: (Long Term Deflection)(Context: Max Demand) � : 1 .75 00241--0.0191 0.0112 0.00057 Service Design:L.T.Deflection Plan-40 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Design Summary: Punching Shear Status Plan Design Summary: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; f Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Design Summary:Punching Shear Status Plan-41 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Design Summary: Latitude Status Plan Design Summary: User Lines; User Notes; User Dimensions; Latitude SSS Designs; SSS Design Numbers; SSS De; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elerr Scale = 1 :65 Design Summary:Latitude Status Plan-42 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Design Summary: Latitude Top Reinforcement Plan Design Summary: User Notes; User Lines; User Dimensions; Latitude SSS Designs; SSS Design Top Bars; SSS De: Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elerr Scale = 1:65 Design Summary:Latitude Top Reinforcement Plan-43 Vails Front Door-Peter's Beam PB13-Point Load Roof.cpt-9/26/2006 Design Summary: Latitude Bottom Reinforcement Plan Design Summary: User Notes; User Lines; User Dimensions; Latitude SSS Designs; SSS Design Bottom Bars; SSS Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below• Column Elements Above� Col EI Scale = 1 :65 4 #9 x 15 B. a� � a� a� � � � � � , umn ements Below, Slab Elerr II 4 #9x22B. � a� a�a� a� a� a� a� a� a� a� a�a _ �� - � -�, Design Summary:Latitude Bottom Reinforcement Plan-44 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Calc Log Calculating Everything Out-of-Date Active Calculation Options: The structure is not automatically stabilized in the X and Y directions. Supports above slab NOT included in self-dead loading. Tendon vertical component NOT considered in punch check reactions. 6 zero-tension iterations are used to eliminate tension in area spring� Creep Factor of 2.18 used in ECR calculations. Shrinkage strain of 0.0004 used in ECR calculations. ACI 318-02 is used in design. Live load reduction not used Stiffness matrix is already up to date Self-dead load creation is already up to date. Balance load creation is already up to date. Concrete cross section calcs are already up to date. Tendon cross section calcs are already up to date. Live load reduction calcs are already up to date. All loading resuits are already up to date. Hyperstatic results are already up to date. All load combo results are already up to date. Calculating Code Minimum Design envelopes. Calculating User Minimum Design envelopes Calculating Initial Service Design envelopes. Calculating Service Design envelopes. Calculating Sustained Service Design envelopes. Calculating Strength Design envelopes. Calculating Ductiliry Design envelopes. Calculating Code Minimum Design-Pass' Calculating User Minimum Design-Pass' Calculating Initial Service Design-Pass 1 Calculating Service Design-Pass 1 Calculating Sustained Service Design-Pass 1 Calculating Strength Design-Pass 1 Calculating Ductility Design-Pass 1 Caiculating Code Minimum Design-Pass: Calculating User Minimum Design-Pass: Calculating Initiai Service Design-Pass 2 Calculating Service Design-Pass 2 Calculating Sustained Service Design-Pass 2 Calculating Strength Design-Pass 2 Calculating Ductility Design-Pass 2 Calculating Code Minimum Design-Final Design ChecF Calculating User Minimum Design-Final Design ChecW Calculating Initial Service Design-Final Design Check Calculating Service Design-Final Design Check Calculating Sustained Service Design-Finai Design Check Calculating Strength Design-Final Design Check Calculating Ductility Design-Final Design Check This anaiysis has been completed successfully,check above for any warnings or errors. Calc Log-45 Vails Front Door-Peter's Beam P613-Point Load Roof.cpt-9/26/2006 Estimate Concrete Costs Materials: 100 per cu.yds x 10.44 cu.yds = 1044 Labor: 50 per cu.yds x 10.44 cu.yds = 521,g Total: 150 per cu.yds x 10.44 cu.yds = 1565 Post-Tensioning Costs Materials: 1 per pounds x 349.9 pounds = 349.g Labor: 0.5 per pounds x 349.9 pounds = �74,9 Total: 1.5 perpounds x 349.9 pounds = 524.8 Formwork Costs Materials: 1 per sq.ft. x 236 sq.ft. = 236 Labor: 1 persq.ft. x 236 sq.ft. = 236 Total: 2 persq.ft. x 236 sq.ft. = 471.9 Mild Steel Reinforcing Costs Materials: 1000 pertons x 0.5829 tons = 582.9 Labor: 500 pertons x 0.5829 tons = 291.4 Total: 1500 pertons x 0.5829 tons = 874.3 Total Costs Materials: 9.375 per sq.ft. x 236 sq.ft. = 2212 Labor: 5.188 per sq.ft. x 236 sq.ft. = 122q Total: 14.56 per sq.ft. x 236 sq.ft. = 3436 Estimate-46