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Home My WebLink AboutB05-0026 �x.�..:�.��:aY�h °"`�s Cornmunity De��elopment Department 75 South FrontageRoad ,.; � � vail, Colorado USA 81657 � �� ' �� : � . � CERTIFICATE OF OCCUPANCY Tl�is eerti�Ccate is issued pursuant to tlie reyuirements of Title 10, Sectioii 10-1-2, ADOPTED CODES of tlie Vail Towii Code certif'ying that, at tl�e time of issuance, this structure was found to be substantially in compliance with the various ordinances ofthe town regulating buildi�ig construction for use ofthe following: Nameand description ofproject Sonnenalp Hotel Address ofproject: 20 Vail ROad, Vail, Colorado Owiicr name aud address: Sonnenalp Pt•operties Inc. 20 Vail Road Vail Coloi-ado 81657 IBC Edition: 2003 Occuparicy Group(s): R-1 Type(s)ofConstruction: iB Permit Number(s):BOS-0026 Occupant Load: See Building Plans _ Sprinkler System Y Type: 13_ � (�� /� arti Haeberle, ChiefBuilding Official Date 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 ADD/ALT COMM BUILD PERMT Permit #: BOS-0026 Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.......: SONNENALP HOTEL Applied . . : 03/10/2005 Parcel No....: 210108204001 Issued . . . : 04/13/2005 Legal Description: b� `b�� Project No . : �� Expires . . .: O1/18/2006 U��.Vi��cE F��r 1, 8c.oc�.5 E, Ta�c� ic-� OWNER SONNENALP PROPERTIES INC 03/10/2005 20 VAIL RD VAIL CO 81657 APPLICANT WEITZ COMPANY, INC. (THE) 03/10/2005 Phone: 303-860-6600 4725 SOUTH MONACO STREET DENVER CO 80237 License: 131-A CONTRACTOR WEITZ COMPANY, INC. (THE) 03/10/2005 Phone: 303-860-6600 4725 SOUTH MONACO STREET DENVER CO 80237 License: 131-A Desciption: Sonnenalp Redevelopment-HOTEL/RETAIL/OFFICE/PARKING GARAGE ADDITION Occupancy: see plan Type Construction: I-B Type Occupancy: ?? Valuation: 14,000,000.00 Add Sq Ft: 50480 Fireplace Information: Restricted: #of Gas Appliances: 0 {t of Gas Logs: 0 tt of Wood Pellet: 0 *************��***************�*��**************�**************+**** FEE SUMMARY **�***********�*************:�********************�********** Building------> $53,058.75 Restuarant Plan Review--> $75.00 Total Calculated Fees--> 15�,060.50 P1anCheck---> $53,058.75 DRB Fee-----> $0.00 AdditionalFees----------> $0.00 Investigation-> $0.0 0 Recreation Fee--------------> $5 0,4 S o.0 0 Total Permit Fee---------> 157,06 0.5 0 Will Call-----> $3.00 Clean Up Deposit Fee--> $0.00 Payments-------------------> 157,060.50 TOTAL FEES-------------> 157,060.50 BALANCE DUE---------> $0.00 ******�*******************�******�*******************************�********�***�****************�*******************************�*****�*********** Approvals: Item: 05100 BUILDING DEPARTMENT 04/08/2005 cgunion Action: PA excavation and shoring approved only. 05/24/2005 CGUNION Action: PA footing/foundation permit only 06/10/2005 cgunion Action: AP approved for full building permit. 08/15/2005 cgunion Action: CR Talisman addendum plan review comment sent. 10/28/2005 cgunion Action: AP approved Talisman addendum plans. 02/O1/2006 cgunion Action: AP approved "back of house" revisions. issued revised sheets A2 .1 and A10.1 Item: 05400 PLANNING DEPARTMENT 03/22/2005 George Action: CR Corrections are required. A list of corrections is available for review in the property file and is noted on the office set of plans dated 3/09/05. The list is contained in a memorandum to Charlie Davis, from George Ruther, dated 3/21/05. 04/05/2005 George Action: PA Thsi approval is for the excavation and shoring only. A bond is in place in the amount of $375, 000 for the restoration of the site should a full building permit not be issued. The bond shall expire on July 15, 2005. Restoration work, if required, shall be completed by July 1, 2005. 05/24/2005 George Action: PA This partial approval is for the footing and foundation of the buildnig only. The applicant must demonstrate compliance with each of the comments generated by the Planning Team on May 6, 2005, prior to the issuance of a full building permit. 06/13/2005 George Action: AP This approval is for the full building permit. The required corrections noted on 3/22/05 have been addressed to the satisfaction of the Planning Team 08/08/2005 George Action: PA This is a partial approval for a revision to previously approved plans. This approval is for the Talisman parking garage and elevator tower. 12/22/2005 George Action: AP Approved back of house revisions Item: 05600 FIRE DEPARTMENT 04/01/2005 McGee Action: PA OK for excavation only. Water entry must be specified before foundation is permitted to start. 04/05/2005 mcgee Action: AP We have changed the status from Partial Approval to Approved as noted: 1. Parking deck at Talisman must support fire apparatus. Provide structural calc' s with specific attention to fire apparatus. 2 . Fire rating of parking structure must have 3 hour rating or redesign of fire protection and re-evaluation of project is required before permit issuance. 3 . The re-location and re-routing of the existing 6 inch water line must be determined and disclosed with installation specifications, prior to foundation work starting. 4 . The Talsiman lobby must comply with fire sprinkler requirements for new construction. One sprinkler head is required inside at the base of the stairway (minimum) . 5. Fire sprinkler heads are required in the elevator pits. Eleva�or pit sprinkler heads must have isolation valves and tamper switches. 6 . Filters and dryers are required on the dry valve air compressor. 7. Sheet FP1.2 indicates demolition of existing piping and connection to the new system. Caution: the existing system may include Poz-Lok piping. Any new connections must be made to a threaded connection. The entire system is subject to hydro test. 8. Provide stamped drawings from Engineer of Record. 9. Provide shop drawings with review stamp from Engineer of Record. 12/05/2005 mcgee Action: AP Revision dated 11/07/05 is approved. Submition of complete kitchen plan is still required. Item: 05500 PUBLIC WORKS 03/28/2005 ls Action: DN Weitz to provide: 1. Revocable ROW Permit and fee 2 . Construction Schedule 3 . Civil plans approval required, I will get with Chad S. 04/Ol/2005 ls Action: COND Release of Excavation/Shoring only. Final Civil Plans Required for full Building Release. If potholing in TOV ROW necessary, additional PW permit may be required. A second Revocable ROW Permit may be required if any heated surface in ROW is controlled from within site. Any portion�: of the shoring wall that enroaches into the public ROW must be cut off 5 ' below finished grade. 05/24/2005 CS Action: PA Building Foundation release only 06/10/2005 CS Action: AP approved for full building release Snowmelt manifold boxes are required to be traffic rated ****************************************�*�***��***�************************�********************�********************************************** 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 ADVA BY TELEPHONE A 79-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNA RE OF O ER O CONTRACTOR FOR HI ND OWNEF f PAGE 2 :x*��**�x*�x**�******�*��**�x****��**�*�***�***�*�x*:x�*�x*�****�*�*�*�****�:*�:*�x**�:��:*��:*�x******�*�*�:****�x**� CONDITIONS OF APPROVAL Permit#: BOS-0026 as of 02-02-2006 Status: ISSUED ***��x��:*�*�:*�*�***�**�:***��x****�*�*�**�******�*��**��x**��***�*�*�*��*�**�*�*��x**�*�x**��**��x*�*�:� Permit Type: ADD'/ALT COMM BUILD PERMT Applied: 03/10/2005 Applicant: WEITZ COMPANY, INC. (THE) Issued: 04/13/2005 303-860-6600 To Expire: O1/18/2006 Job Address: 20 VAIL RD VAIL Location: SONNENALP HOTEL Parcel No: 210108204001 Description: Sonnenalp Redevelopment-HOTEL/RETAIL/OFFICE/PARKING GARAGE ADDITION 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: CON0007183 SPECIAL INSPECTIONS REQUIRED AS DETAILED IN LETTER FROM ARCHITECT AND IBC CH. 17. COPIES OF ALL INSPECTION REPORTS TO BE SUBMITTED TO TOV. Cond: CON0007184 FIRE ALARM, SPRINKLER, STANDPIPES TO BE INSTALLED PER NFPA 72, 13 AND VFES STANDARDS. Cond: CON0007185 ALL DEFERRED SUBMITTAL ITEMS TO BE APPROVED BY PLANS EXAMINER PRIOR TO ANY FRAME INSPECTIONS. r ********�x**************************t********************************+****�***��**�*********� TOWN OF VAIL, COLORADO Statement *********************************+*****++************�*******************�*************+**** Statement Number: R060000087 Amount: $385.00 02/02/200608:58 AM Payment Method: Check Init: LC Notation: #13509874/Weitz Co ----------------------------------------------------------------------------- Permit No: B05-0026 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP HOTEL Total Fees: 157,060.50 This Payment: $385.00 Total ALL Pmts: 157, 060.50 Balance: $0.00 ******************************************************************************+************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 385.00 ----------------------------------------------------------------------------- t , - U APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building Permit#: R o 5-uu2 6 970-479-2149 �inspectians) � REVISION TO TOWN OF VAIL BUILDING PERMIT TOZVNOFYA� Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. ft��,,�,�- ��S�G�� -�SS Vail, Colorado 81657 _ _ CONTRACTOR INFORMATION '�`� v' '�"`'Z '� `ti 3v; - 4�/`��y��.t� General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: n I5 r,c�l, c.�w1 u° �o�4 r(�?�(� -� �Q�i�� ik�� I 3��!� A i2o f"je� 1 ,a t{ ATTENTION: JOE, JR,CHARLIE,GREG Contractor Signature: ,_ ,�. �.�^"�- �i l��i�� M��. r�--�� 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 !e-count .com Parcel # Job Name: Job Address: Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: Architect/Designer: Address: Phone: Engineer: Address: Phone: REASON FOR REVISIONS: �ga�,�2(,) AAd�iod 3 ; s ` cnrnitoR �-o bFU+� . I�Ad.lC ��c� uc.1 oni.�ar tol'G 3 rGet� 1�,,,<i�_ Work Class: New ( ) Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other( ) Work Type: Interior( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T e of Fire laces Existin : Gas A liances Gas Lo s Wood/Pellet Wood Burnin No/T e of Fire laces Pro osed: Gas A liances Gas Lo s Wood/Pellet Wood Burnin NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler System Exist: Yes ( No ( ) *�*****************�******************FOR OFFICE USE ONLY************************************** "Other Fees: Type of Canstruction: Accepted By: � DRB Fees: Occupancy Group; BIdglPlanner Sign-off: � Public Wa Permit Fee: Date Received: F:\Users\cdevWPPLICATIONS\BLDGREVISIONS2004.doc 12/02/2004 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 ADD/ALT COMM BUILD PERMT Permit #: BOS-0026 Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.......: SONNENALP HOTEL Applied . . : 03/10/2005 Parcel No....: 210108204001 Issued . . . : 04/13/2005 Project No . : �iZ-� U�_�a.�l.�- Expires . . .: 10/10/2005 I OWNER SONNENALP PROPERTIES INC 03/10/2005 Phone: 20 VAIL RD VAIL CO 81657 License: CONTRACTOR WEITZ COMPANY, INC. (THE) 03/10/2005 Phone: 303-860-6600 4725 SOUTH MONACO STREET DENVER CO 80237 License: 131-A APPLICANT WEITZ COMPANY, INC. (THE) 03/10/2005 Phone: 303-860-6600 4725 SOUTH MONACO STREET DENVER CO 80237 License: 131-A Desciption: Sonnenalp redevelopment-HOTEL ADDITION excavation and shoring phase only Occupancy: mixed Type Construction: I-A/II-A Type Occupancy: ?? Valuation: 4,000,000.00 Add Sq Ft: 50480 Fireplace Informarion: Restricted: #of Gas Appliances: 0 #of Gas Logs: 0 N of Wood Pellet: 0 ********�***************************************************�******�* FEE SUMMARY *********+************************************************** Building------> $53,056.75 Restuarant Plan Review--> $o.oo Total Calculated Fees--> 156,600.50 PlanCheck---> $53,o5s.75 DRBFee---------------------> $0.00 AdditionalFees----------> $o.00 Investigation-> $o.oo Recreation Fee--------------> $50,4s0.00 Total Permit Fee---------> 156,600.50 Will Call-----> $3.oo Clean-up Deposit----------> $0.00 Payments-------------------> 156,600.50 TOTAL FEES-------------> 156,600.50 BALANCE DUE---------> $0.00 *****************************************************************************�**********************�***********�***************�**************** Approvals: Item: 05100 BUILDING DEPARTMENT 03/18/2005 cgunion Action: CR SECOND REVIEW COMMENTS SENT 04/04/2005 CGUNION Action: CR THIRD REVIEW COMMENTS SENT. 04/08/2005 cgunion Action: PA excavation and shoring approved only. 04/11/2005 cgunion Action: COND excavation and shoring only Item: 05400 PLANNING DEPARTMENT A second Revocable ROW Permit may be required if any heated surface in ROW is controlled from within site. Any portion of the shoring wall that enroaches into the public ROW must be cut off 5 ' below finished grade. **********************�*****************�*��*+*****�*********�********«*******�******+*************�**************«****************************** 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, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE B TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. � N / �✓ SIGNATURE F OWNER O CONTRACTOR FOR HIMSELF AND OWNEF / 03/22/2005 George Action: CR Corrections are required. A list of corrections is available for review in the property file and is noted on the office set of � plans dated 3/09/05. The list is contained in a memorandum to Charlie Davis, from George Ruther, dated 3/21/05. 04/05/2005 George Action: PA Thsi approval is for the excavation and shoring only. A bond is in place in the amount of $375, 000 for the restoration of the site should a full building permit not be issued. The bond shall expire on July 15, 2005. Restoration work, if required, shall be completed by July 1, 2005. Item: 05600 FIRE DEPARTMENT 04/Ol/2005 McGee Action: PA OK for excavation only. Water entry must be specified before foundation is permitted to start. 04/05/2005 mcgee Action: AP We have changed the status from Partial Approval to Approved as noted: 1. Parking deck at Talisman must support fire apparatus. Provide structural calc' s with specific attention to fire apparatus. 2 . Fire rating of parking structure must have 3 hour rating or redesign of fire protection and re-evaluation of project is required before permit issuance. 3 . The re-location and re-routing of the existing 6 inch water line must be determined and disclosed with installation specifications, prior to foundation work starting. 4 . The Talsiman lobby must comply with fire sprinkler requirements for new construction. One sprinkler head is required inside at the base of the stairway (minimum) . 5. Fire sprinkler heads are required in the elevator pits. Elevator pit sprinkler heads must have isolation valves and tamper switches. 6. Filters and dryers are required on the dry valve air compressor. 7. Sheet FP1.2 indicates demolition of existing piping and connection to the new system. Caution: the existing system may include Poz-Lok piping. Any new connections must be made to a threaded connection. The entire system is subject to hydro test. 8. Provide stamped drawings from Engineer of Record. 9. Provide shop drawings with review stamp from Engineer of Record. Item: 05500 PUBLIC WORKS 03/28/2005 ls Action: DN Weitz to provide: l. Revocable ROW Permit and fee 2 . Construction Schedule 3 . Civil plans approval required, I will get with Chad S. 04/O1/2005 ls Action: COND Release of Excavation/Shoring only. Final Civil Plans Required for full Building Release. If potholing in TOV ROW necessary, additional Pw permit may be required. PAGE 2 **�x�*�**************�*****�*�*****��x��x�:**�*********�x**�x**��***�x��x*�x***�:x*�x*�x***=�*�*�x*�x**�*:x****�**�x�*�x CONDITIONS OF APPROVAL Permit#: BOS-0026 as of 04-13-2005 Status: ISSUED � ��***��:**��:�**�:**�:***�*�*�*�**�*****�*�:**�******�*�**�***�*�****�x**********�*�*******�***�*�x*�*�:�*�**�* Permit Type: ADD/ALT COMM BUILD PERMT Applied: 03/10/2005 Applicant: WEITZ COMPANY, INC. (THE) Issued: 04/13/2005 303-860-6600 To Expire: 10/10/2005 Job Address: 20 VAIL RD VAIL Location: SONNENALP HOTEL Parcel No: 210108204001 Description: Sonnenalp redevelopment-HOTEL ADDITION excavation and shoring phase only 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. , ***********�********+***************+****�**********************+*************+************* TOWN OF VAIL, COLORADO Statement ************�********�x**�*************�****************+*********:�*�x***�*****�************** Statement Number: R050000375 Amount: $117,367.31 04/13/200509:31 AM Payment Method: Check Init: DDG Notation: Weitz 13501642 ----------------------------------------------------------------------------- Permit No: B05-0026 Type: ADD/ALT COMM BUILD PERMT Parcel No: 210108204001 Site Address: 20 VAIL RD VAIL Location: SONNENALP HOTEL Total Fees: 156,600.50 This Payment: $117,367.31 Total ALL Pmts: 156,600.50 Balance: $0.00 ***+**************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 48,313.75 PF 00100003112300 PLAN CHECK FEES 18,570.56 RF 11100003112700 RECREATION FEES 50,480.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI r � �,� Q�� Project#: „ , f, Building Permit#:- � Z�p 970-479-2149 (Inspect'ons) .� '� F UI�I P LI A ON T�DWNOFYA�, Sep e P red for u i h " tc.! 75 S. Frontage Rd. - Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: Town of Vail Re No.: Contact and Phone#'s:(D) 303-860'(�6l I T1�E v�JE ��. CD�'�A-�N 3 � ` � b�N W1�K (r� 3o�—S91 -4�9 Email address: d �,,nleekQ we►�-'�, c�►M Contractor Signature: COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials BUILDING: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ �'�l (�� C�4C) For Parcel# Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea !e-count .com Parcel # 2,�01 Og Z$ �UD 1 Job Name: soNN'E��-� ��L �D��°N �ob Address: 20 v�-�,L (2_p►4D Legal Description Lot: 1.. Block: 5-E. Filing: Subdivision: SoNNENfl-L� Owners Name: �-� �f�EsS�-R Address: ZD VI��L Rp , v��L Cp S�(,57 Phone: R70-�17(,-5`S6 Architect/Designer. RESO2T�Ec,�l�►�hi• Address: 14.3� ��ST, 5�1f� 1l0 ��2 Phone: �3�4�9 ,44�3 M Engineer: ��K �o �s�'�� Address: �DW ��01�5 Ri�E u�P Jpr�� 8�G51 Phone:q7� _41�_$6�1y 1�2+�� A Detailed description of work: C�I��tN(� P�.R-N C��A-Ji N[� PERrv�t-r" Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Demo ( ) Other ) GP--�4DlN C�/SNOR�N(� 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(X)�-D1N(1 .S�ORIN 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 WoodlPellet 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: Type of Construction: Accepted By: __� DRB Fees: Occu anc Grou : Planner Siqr�-off: I Public Wa Permit Fee: Date Received: IVlr;c, �� __:�„ � F:\Users\JSutherinewBLDGPERM.DOC , ^ � 07/28/2004 i�V�\a��.��Y. 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 ADD/ALT COMM BUILD PERMT Permit #: BOS-0026 Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.......: SONNENALP HOTEL Applied . . : 03/10/2005 Parcel No....: 210108204001 Issued . . . : 04/13/2005 Project No . : Q�..`S�;��;��( Expires . . .: 10/10/2005 OWNER SONNENALP PROPERTIES INC 03/10/2005 20 VAIL RD VAIL CO 81657 APPLICANT WEITZ COMPANY, INC. (THE) 03/10/2005 Phone: 303-860-6600 4725 SOUTH MONACO STREET DENVER CO 80237 License: 131-A CONTRACTOR WEITZ COMPANY, INC. (THE) 03/10/2005 Phone: 303-860-6600 4725 SOUTH MONACO STREET DENVER CO 80237 License: 131-A Desciption: Sonnenalp Redevelopment-HOTEL/RETAIL/OFFICE/PARKING GARAGE ADDITION Occupancy: see plan Type Construction: I-B Type Occupancy: ?? Valuation: ,4,000,000.00 Add Sq Ft: 50480 Fireplace Information: Restricted: 1/of Gas Appliances: 0 H of Gas Logs: 0 t{of Wood Pellet: 0 *+******************a********************�*************************** FEE SUMMARY �**�*****************************�************************** Building------> $53,058.�5 Restuarant Plan Review--> $0.00 Total Calculated Fees--> 156,600.50 Plan Check---> $53,058.75 DRB Fee---------------------> $0.00 Additional Fees----------> $0.00 Investigation-> $0.oo Recreation Fee--------------> $50,480.00 Total Permit Fee---------> 156,600.50 Will Call-----> $3.oo Clean-up Deposit----------> $0.0o Paymenu------------------> 156,600.so TOTAL FEES-------------> 156,600.50 BALANCE DUE---------> $0.00 *******************************************************�************************************************************�*******************��******* Approvals: Item: 05100 BUILDING DEPARTMENT 04/08/2005 cgunion Action: PA excavation and shoring approved only. 05/24/2005 CGUNION Action: PA footing/foundation permit only 06/10/2005 cgunion Action: AP approved for full building permit. Item: 05400 PLANNING DEPARTMENT 03/22/2005 George Action: CR Corrections are required. A list of corrections is available for review in the property file and is noted on the office set of plans dated 3/09/05. The list is contained in a memorandum to Charlie Davis, from George Ruther, dated 3/21/05. 04/05/2005 George Action: PA Thsi approval is for the excavation and shoring only. A bond is in place in the amount of $375, 000 for the restoration of the site should a full building permit not be issued. The bond shall expire on July 15, 2005. Restoration work, if required, shall be completed by July 1, 2005. 05/24/2005 George Action: PA This partial approval is for the footing and foundation of the buildnig only. The applicant must demonstrate compliance with each of the comments generated by the Planning Team on May 6, 2005, prior to the issuance of a full building permit. 06/13/2005 George Action: AP This approval is for the full building permit. The required corrections noted on 3/22/05 have been addressed to the satisfaction of the Planning Team Item: 05600 FIRE DEPARTMENT 04/O1/2005 McGee Action: PA OK for excavation only. Water entry must be specified before foundation is permitted to start. 04/05/2005 mcgee Action: AP We have changed the status from Partial Approval to Approved as noted: 1. Parking deck at Talisman must support fire apparatus. Provide structural calc's with specific attention to fire apparatus. 2 . Fire rating of parking structure must have 3 hour rating or redesign of fire protection and re-evaluation of project is required before permit issuance. 3 . The re-location and re-routing of the existing 6 inch water line must be determined and disclosed with installation specifications, prior to foundation work starting. 4 . The Talsiman lobby must comply with fire sprinkler requirements for new construction. One sprinkler head is required inside at the base of the stairway (minimum) . 5. Fire sprinkler heads are required in the elevator pits. Elevator pit sprinkler heads must have isolation valves and tamper switches. 6 . Filters and dryers are required on the dry valve air compressor. 7. Sheet FP1.2 indicates demolition of existing piping and connection to the new system. Caution: the existing system may include Poz-Lok piping. Any new connections must be made to a threaded connection. The entire system is subject to hydro test. 8 . Provide stamped drawings from Engineer of Record. 9 . Provide shop drawings with review stamp from Engineer of Record. Item: 05500 PUBLIC WORKS 03/28/2005 ls Action: DN Weitz to provide: 1. Revocable ROW Permit and fee PAGE 2 **��**�*��x*��x**�***�x****��****�*�**��*�x*�****�x*****��****��x*�*�:*�x***��*�:***�x*�*�x*�:*�*�*�:*�*�**�x*�*�**�*� CONDITIONS OF APPROVAL Permit#: BOS-0026 as of 06-14-2005 Status: ISSUED �x**��:��*�x*�*�*�***:��**�*�*��*�x*�*�*�**�x*�****��***��**�:�*�*�x*�***�x*�**�*�:*�*�*�x*=��*�*�x*�*�:*�*��*�*�x Permit Type: ADD/ALT COMM BUILD PERMT Applied: 03/10/2005 Applicant: WEITZ COMPANY, INC. (THE) Issued: 04/13/2005 303-860-6600 To Expire: 10/10/2005 Job Address: 20 VAIL RD VAIL Location: SONNENALP HOTEL Parcel No: 210108204001 Description: Sonnenalp Redevelopment-HOTEL/RETAIL/OFFICE/PARKING GARAGE ADDITION Conditions: Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQLTIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0007183 SPECIAL INSPECTIONS REQUIRED AS DETAILED IN LETTER FROM ARCHITECT AND IBC CH. 17. COPIES OF ALL INSPECTION REPORTS TO BE SUBMITTED TO TOV. Cond: CON0007184 FIRE ALARM, SPRINKLER, STANDPIPES TO BE INSTALLED PER NFPA 72, 13 AND VFES STANDARDS. Cond: CON0007185 ALL DEFERRED SUBMITTAL ITEMS TO BE APPROVED BY PLANS EXAMINER PRIOR TO ANY FRAME INSPECTIONS. ti 2 . Construction Schedule 3 . Civil plans approval required, I will get with Chad S. 04/Ol/2005 ls Action: COND Release of Excavation/Shoring only. Final Civil Plans Required for full Building Release. If potholing in TOV ROW necessary, additional PW permit may be required. A second Revocable ROW Permit may be required if any heated surface in ROW is controlled from within site. Any portion of the shoring wall that enroaches into the public ROW must be cut off 5 ' below finished grade. 05/24/2005 CS Action: PA Building Foundation release only 06/10/2005 CS Action: AP approved for full building release Snowmelt manifold boxes are required to be traffic rated **************+�*****************************************�****************************��*************************************�*******�*********** 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, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV �CE BY TELEPHONE AT -2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. / r SIGNA URE OF O NER OR O TRACTOR FOR LF AND OWNEF TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT �15 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: BOS-0026 Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.......: SONNENALP HOTEL Applied . . : 03/10/2005 Parcel No....: 210108204001 Issued . . . : 04/13/2005 Project No . : Expires . . .: 10/10/2005 OWNER SONNENALP PROPERTIES INC 03/10/2005 Phone: 20 VAIL RD VAIL CO 81657 License: CONTRACTOR WEITZ COMPANY, INC. (THE) 03/10/2005 Phone: 303-860-6600 4725 SOUTH MONACO STREET DENVER CO 80237 License: 131-A APPLICANT WEITZ COMPANY, INC. (THE) 03/10/2005 Phone: 303-860-6600 4725 SOUTH MONACO STREET DENVER � CO 80237 (�� l� a�� License: 131-A /,�� VV � � � w • � �! � Desciption: Sonnenalp redevelopment-HOTEL ADDITION excavation and shoring phase only Occupancy: mixed Type Construction: I-A/II-A Type Occupancy: ?? Valuation: �4,000,000.00 Add Sq Ft: 50480 Firepiace Information: Restricted: N of Gas Appliances: 0 Ji of Gas Logs: 0 N of Wood Pellet: 0 *******�:�*************�:**************�***�******+�*************x***** FEE SUMMARY a***:�**************�***x********************�*************** Building------> $53,058.75 Restuarant Plan Review--> $0.00 Total Calculated Fees--> 156,600.50 Plan Ct�ech---> $53,058.75 DRB Fee------------------> $0.00 Additional Fees----------> $0.00 Investigation-> $0.00 Recreation Fee--------------> $50,480.00 Total Pennit Fee--------> 156,600.50 Will Call----> $3.00 Clean-up Deposit----------> $0.00 Payments----------------> 156,600.50 TOTAL FEES -> 156,600.50 BALANCE DUE---------> $0.00 ###&*:k*�*:k#�k##**#*�k*M*#*#*#*####*##**#*##*#*#*##*#######*####�k*####*##*##�k###*######.k#�*#**�K#*#*�k##*�*#**�k*#**#**#****�F#####:k.k8:�k##;k#*###*#&#*�K##�k Approvals: Item: 05100 BUILDING DEPARTMENT 03/18/2005 cgunion Action: CR SECOND REVIEW COMMENTS SENT 04/04/2005 CGUNION Action: CR THIRD REVIEW COMMENTS SENT. 04/08/2005 cgunion Action: PA excavation and shoring approved only. 04/11/2005 cgunion Action: COND excavation and shoring only Item: 05400 PLANNING DEPARTMENT 03/22/2005 George Action: CR Corrections are required. A list of corrections is available for review in the property file and is noted on the office set of plans dated 3/09/05. The list is contained in a memorandum to Charlie Davis, from George Ruther, dated 3/21/05. 04/05/2005 George Action: PA Thsi approval is for the excavation and shoring only. A bond is in place in the amount of $375, 000 for the restoration of the site should a full building permit not be issued. The bond shall expire on July 15, 2005. Restoration work, if required, shall be completed by July 1, 2005. Item: 05600 FIRE DEPARTMENT 04/Ol/2005 McGee Action: PA OK for excavation only. Water entry must be specified before foundation is permitted to start. 04/05/2005 mcgee Action: AP We have changed the status from Partial Approval to Approved as noted: 1. Parking deck at Talisman must support fire apparatus. Provide structural calc' s with specific attention to fire apparatus. 2 . Fire rating of parking structure must have 3 hour rating or redesign of fire protection and re-evaluation of project is required before permit issuance. 3 . The re-location and re-routing of the existing 6 inch water line must be determined and disclosed with installation specifications, prior to foundation work starting. 4. The Talsiman lobby must comply with fire sprinkler requirements for new construction. One sprinkler head is required inside at the base of the stairway (minimum) . 5 . Fire sprinkler heads are required in the elevator pits. Elevator pit sprinkler heads must have isolation valves and tamper switches. 6 . Filters and dryers are required on the dry valve air compressor. 7. Sheet FP1.2 indicates demolition of existing piping and connection to the new system. Caution: the existing system may include Poz-Lok piping: Any new connections must be made to a threaded connection. The entire system is subject to hydro test. 8 . Provide stamped drawings from Engineer of Record. 9 . Provide shop drawings with review stamp from Engineer of Record. Item: 05500 PUBLIC WORKS 03/28/2005 ls Action: DN Weitz to provide: l. Revocable ROW Permit and fee 2 . Construction Schedule { 3 . Civil plans approval required, I will get with Chad S. ` 04/Ol/2005 ls Action: COND Release of Excavation/Shoring only. Final Civil Plans Required for full Building Release. If potholing in TOV ROW necessary, additional PW permit may be required. A second Revocable ROW Permit may be required if any heated surface in ROW is controlled from within site. Any portion of the shoring wall that enroaches into the public ROW must be cut off 5 ' below finished grade. y:*********�*******s**�************��*�*****�*******�****�****�**********************************************************�******�*�*�x****��*****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, Uniform Building Code 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 �. PAGE 2 ***x�**�:�:�x***��**:r*�**�**�x*�*��**�*��:�****�:�x********�x�****=�********��*�**�**�**=x**�***��x�*�:*�:***��x:��x*=�*� CONDITIONS OF APPROVAL Permit#: BOS-0026 as of 04-13-2005 Status: ISSUED *�*�******�*�*��*��**�x��*��*****��x*��**�:�****�x*�*��=***��x**�***�*��x*��:�*�*�****�:��:*��*�:��*�::�***�:*�*�x� Permit Type: ADD/ALT COMM BUILD PERMT Applied: 03/10/2005 Applicant: WEITZ COMPANY, INC. (THE) Issued: 04/13/2005 303-860-6600 To Expire: 10/10/2005 Job Address: 20 VAIL RD VAIL Location: SONNENALP HOTEL Parcel No: 210108204001 Description: Somlenalp redevelopment-HOTEL ADDITION excavation and shoring phase only Conditions: Cond: 1 (FIRE): F1RE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. t " • k ' ' � Hr}��nrrl,_I'u�j lal:Ge��t�•chniail, lnc. � ' ��,u,1r� h� «I l�-� �� ,/l�R•�� Irm�� i Spiui � ��l�.�r.i�l�;81(i01 r 4� ►�� Ph�,n�•:",��.��-;�1�ti HEPW�n�H-PA1�l��,f: G�C?TE�H��IICAi F., : u7i;_�!�=,.�;:};� �-lir.il�� 11��LCU�l1!�l��l'i'�Cc'C�I.�Ulli JUI]e 1�, ?�OS � Sonnenalp Resort ;�� .. Attn: Johannes Faessler ' ' 20 Vail Road �� Vail, Colorado 81657 � � Job No. 105 344 Subject: Observation of Tower Cr-ane Pad and Building Pad �xcavations, Proposed Hotel Addition, Soru�enalP Resort, Vail, Colorado. Dear Mr. Faessler: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavations at the suUject site on June 3, 2005 to evaluate the soils exposed for foundation support. The findings of our observations and recoinmendations for the foundation design are presented in this report. We previously conducted geotechnical studies for design of foundations at the site and presented our findings in repor� dated May 17, 2002 and December 8, 2004, Job No. 102 223. The proposed addition will consist of a three story structure underlain by a basement and parking garage. Spread footings sized for an allowable soil bearing pressure of 5,000 psf were recommended in our previous report. At the time of our visit to the site,we observed the foundation excavations for a building pad and the tower crane pad. We observed the excavation for a building pad located between K and L and 108 and 109. In addition, we obseived the excavation for tne tower crane pad iocated at iines i� and i iL. i ne ioundation excavation had been cut in one level to slab subgrade about 16 feet below the adjacent ground surface. The cuts for tl�e building pad were 2 to 2'/z feet below adjacent grades. The cuts for the crane tower pad were 3 to 5 feet below adjacent grades. The soils exposed in the bottom of the excavations consisted of slightly silty to silty sandy gravel with scattered cobbles. The soil conditions exposed iil the observed nad x av innS al'�' rnncjSlel]l Wi t1�o.se rep viousl� encountered on the site and suitable for support of spread footings clesigned for the recommended allowable bearing presstire of S,OOO�sf_ Loo—e d"disfti�'hed � soils should be removed in the footing areas to expose the undisturbed natural gravel soils. Other recommendations presented in o�u� pi-evious report which are applicable should also be observed. Tl�e recommendations submitted in this letter are based on our observation of the soils exposed within the founclation excavation and the previous subsurface exploration at the Parker 3;�3-841-7ll9 o Colorado Springs 719-63�-5562 � Silverthorne 970-468-1989 i .. . ' Somienalp Resort June 10, 2005 Page 2 site. Variations in the subsui•face conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation condiCions for possible changes to recommendations contained in tliis letter. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTCHNI L, INC. O�PpO REG�STF �o,�PN A� '�/SO�F �5 Jordy Z. Adamson, Jr., P.E �' 9707 �'� ��'• �i 3/v) :�!�/ Rev. by: SLP �F�''' � ,........•'''C�\� SS��NA1. �� JZA/djb � ec: Resort Design Associates International - Attn: Mike Foster Town of Vail Building Department Weitz Company - Attn: Brad Church Job No. 105 344 C�c�Ptech � He��3��rth-Pan�lalc Geoicclinical,Inc. � >>?0 Coui�t��Rc�aJ I5=} ��ri\I1 1 Glcn�ac,i�d Springs, Coluradu L�lb(�l I�'1ii�ne:970-y4�_79ti8 HEPWORTH-PAWLAK GEOTECHNICAL F„�_y;p,��:��,�;:�;:} eili�iiL 1��,��e�,��'hl��rc�recli.ci�ni May 24, ?005 Sonnenalp Resort Attn: Johannes Faessler 82 East Meadow Drive Vail, Colorado 81657 Job No. 105 344 Subject: Observation of Partial �xcavation, Proposed Hotel Addition, Sonnenalp Resort, Vail, Colorado. Dear Mr. Faessler: As requested, a representative of Hepwortl�-Pawlak Geotechnical, Inc. observed the excavation at the subject site on May 24, 2005 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously conducted geotechuical studies for design of foundations at the site and presented our findings in reports dated May 17, 2002 and December 8, 2004, Job No. 102 223. The proposed addition will consist of a three story structure underlain by a basement and parking garage. Spread footings sized for an allowable soil bearing pressure of 5,000 psf were recommended in our previous report. At the time of our visit to the site, we observed a portion of the foundation excavation for the hotel addition. Excavations for continuous footings on M line between 110.5 and 112 and along line 110.5 between K & M lines, a pad footing at grid lines P and 1]0.5 and an elevator pit between K & L liizes and 111.5 & 112 were observed. Tlie foundation excavation had been cut in one level to slab subgrade about 12 feet below the adjacent ground surface. The footings had been excavated an additional 2 feet below that level. The elevator pit had been excavated an additional 6'/z to 7 feet. The soils exposed in the bottom of the excavation consisted of slightly silty to silty sandy gravel with cobbles. There was about 2 to 3 inches of grotuidwater in the bottom of the elevator pit. We recommended tl�at they dewater the excavation wiih a sunip and pump. A shallow depth of screened rock can be placed in t11e bottom of the excavation to facilitate dewatering. The soil conditions exposed in the observed excavatioils are consistent with those previously encotultered on the site and suitable for support of spread footings designed for tlie i-ecommended allowable bearing pi•essure of 5,000 psf. Loose and disturbed soils should be removed in the footing areas to expose the undistw-bed natural soils. Other recomillendations presented in our previous report which are applicable should also be observed. Parl�er 303-841-7119 • Colorado Springs 719-633-5�62 • Silverthorne 970-468-1989 Somienalp Resort May 24, 2005 Page 2 The i•ecoinmendations submitted in this lettei• are based on our observation of the soils exposed wiihin the foundation excavation and the previous subsurface exploration at the site. Variations in the stiibsurface conditions below the excavation could increase ihe risk of foundation movement. We sl�ould be advised of any variations encountered in the excavation conditions for possible cl�anges to recominendations coiltained in this letter. If you have any questions or need further assistance, please call our off ce. Sincerely, HEPWORTH—PAWLAK GEOTCHNICAL, INC. O�PpO R�G�S�F �q�o:�p,N ADq,��o'�Cc'� � 2�� Jordy Z. Adamson, Jr., P. � 7 �`'� ,, � �°� `S/2S/a5 : `.�,; Rev. by: SLP �',�°•• ...,. ,`,;?�' ;� .. ' 't' `: ,� JZA/ksw cc: Resort Design Associates International—Attn: Mike Foster Town of Vail Building Department Weitz Company—Attn: Brad Church Job No. 10�344 Ge Ptech � -iep�;orti,-r;+ulai: Ge��reciini::al, lrr. ��2�'�:c�unr�, F:uacl '_�4 ��/' �� ilen��.�z,d Jnrin�:,. ��:.�l�,r�a��b1601 ?'1�one: Si0-�)�5_�9?it'. , H�plh�Jr T�- ?.A\NLl�f: v�� -II�1l�u� «-a.;: n;,,,��q-,,�:�;� euiail: IiF�eec��'hpuc��tcch.con�� Mav 1 b. ?00� Sonnenal�� IZesort ACtn: Johannes Faessler 82 Fast Meadov�r Drive ��aiL Colorado �16>7 ,lob No. l US ;44 Subject: Observation of Partial Excavation. Proposed Hotel Additiorl. Sonnenalp Resort, Vail, Colorado. Dear Mr. Faessler: As requesied. a represeniative of Hepworth-Pawlak GeoteclulicaL Inc. observed the excavation at the subject site on May 13. 20U5 to evaluate the soils e�posed for foundation suppori. The findings of our observations and recoinmendations for flie foundation desi�l are presented in this report. �'e previousl�� conducted geoteclinical shidies for design of foundations at the site and presented our findings in reports dated May 17. 2002 aild December 8, 2004. Job No. l 02 223. The proposed addition will coiisist of a three stor5� structure uuderlain by a basenlent aud parking garage. Spread footings sized for an allowaUle soil bearing pressure of 5,000 psf were recommended in ow�previous report. At the time of our visit to the site, we observed a portion of the fc�widation excavation foi• the hotel addition. Continuous footings on P line between l 072 and 1 l 0 and along line 107.2 between P & M lines and four pad footings at grid lines N and 107.2 and 110.5, and O line at 107.5 and 110.5. The foundation eYCavation l�ad been cut in oue le��el to slab sub�rade abot�t 12 feet below the adjacent ground siu•face. The footings had beei� excavated an additional 2 to 3 feet belov�r that level. The soils exposed in the bottoi�� of the elcavation consisted of slightly silty to siliy sandy gra��el with cobbles. There v��as about 3 inches of gro�mdwater seepage in the pad footings. We under�tand that a sump and pump is platmed for dewatering tl�e e��:cavations. 'I'he soil c�ndiiions exposed in the partial excavltion are consistent with those previotisly encounterecl on tl�e site a»d suitahle for slipport of spread fo�tings designed for the recoillmended allowable bearing pressure of 5,000 psf. Loose and dishirhed �oils sl�ould be removed in tl�e footing areas to elpose the undistui•bed natural soils. The water and anv softened soils froin the seepage should be removed before concrete placernent. Otl�er recominendations presented in our previous report��hicl� are applicable should also be observed. Parker 303-841-7119 • Colorado Springs 719-633-5�62 • Sil��erthorne 970-468-1989 Sormenalp Resol-t Ma�- 1 b. ?0(1� Pa�,e ? The recommendations submitted in this letter are b��sed on otu- cahservation of the soils e�posed v��ithin the fotuldation excavation and ihe previous subsurface e�ploratic�n at the site. Variations ii1 tl�e subsurface conditioiis beloN� the elca��ation could increase the risl: of foundation nloveu�ent. We shoLild he ad��ised of anv variatioi�s encrnintered in the eaca��atioil conditioils for possilile changes to recotumendations co�ltained in this letter. Uur services do not i�lclude determi�ling the presence, pt'evention or possibilit5� of m��ld oi� other biological contaminants (A�IOBC) developing in the future. If lhe client is concerned aboui MOBC. then a pl�ofessional in tlus special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH—PAWLAK GEOTCHNICAL, 1NC. 4P�o�REG/sTF? �;•iPN ADq ., f O, '� . O Jord�� Z. Adamson, Jr., P 9707 �j o�'' ��/�� ,,,�� Re�•. by: DEH F '�•. , �''c�`� "''�� SS��NA� � JZA/ksw � ti•._.__...__ ce: Resort Design Associates, International—Attn: Mike Foster Town of Vail Building Department Weitz Company—Attn: Brad Churcli Job No. 10�344 GecPtech e/ -��ru'�y�, -- —•—.....��mr�.VTIMCIV1,r�I� .( t� i$) s��rn�r s�� surrE soo, ��CT18N�8RANCH .�_.;_.,, -„ � DENVER Cp 80202�3660 ,•.;8�6>,� (803 318-84g4 � ) http://oll.cd e.stats.co. FAX 303 318-8488 � �o11i�o��erX20home.ssp - Stste Jurladiction�: "'�J�,..�'� Pa� or —��-'_Natl.�ad.��.S�r.� 7�pe ot Ins �M _._..-- Iru D ��.�, �� •-�--�� `�',f`• —,?��, � ObJect 3tatu::Activ6 New.OT P. ate� � ��i�=� . �,�� . ,-, ;.°-t- - Exp.Date: �.. ... PH.�=:_ _ :�,:--y; Reins ' `�� > . > 2 f. Pectlon Date: _ Red Tag? RT- �:. ------ ( 1) Locatlon: � ;6�� `._, _� Addroas; , � SPscmc Iocation: � `� County: Loc.Phons. � � ��Y� ` �� : 1. l ,��_.�- Loc.Fax: �LP: � dan""°"��--❑ rn�wc see eeiuWl Loc.ID.� Re�ponsibl•P�iy; �— Addross; q�: —._. RP.Phone: City: RP.Fax: � Lp'---_ ! w�� RP ID.� p� ��' New ��, tlsed � IIA� 11�,i�p TIT��F Yenl VE$ NO Unknawn Il�e A�r Goaker/Ketde Dom.Water Hi h 1em -Pwr. CA CI Copper IZ/1G Fi W1 pq Ofher 9 p HWH HWS Pool 81r. Pnwer-5team HP 5team Heat lP flnkaown FtlTlr�e Coal Ele�tricity Natura!Gas Oil Other Propane Refinery Cas 3aw Dust Unknown Waste Heat Wood �M� A��rner Elec. Manual N/A Stoker Unk. �'��t��` ��f�� T� ��69Ctlolt A$ME I IV VIII foreiqn A—N Unk YES NO N/A w�� ieiin�n C�e�r�� B�ylat Input Input 80% �utput Mfr. Unknawn �R�� Lplg i�l T�t C�ni�le A1r, j0�� e �h�NS�ItrJr Plpig/wwe Pn�/T�RConh�le Flu�/Y�nt 'i�c�f„+�th.iono�c�.ctb,,,.h,�a: ,fES a Nn ❑ �-->� �`�C:;._rl.._., �_.��j'� ��,�.;f�� ' � � _.�L,� )/_..! ;'">�•��r �- /c:��- -, �:,r .._.i. � ( i �'' �3 `�� .. `, �.� -- � :� f�) � r, ,/ %",�J �."`','`- ""`�°%-`=�c-".) �" � _� , � � .�? � __ �.'.;�._.� . .1!- � -�r-� � � � �")'�� ^� v � X � �C �,��iG�'' =��'.r' •;� /`� (�'� �, < ,-'L� . ,� ' / � .� �� '�';`1C_ � �� 7 ��',tC"� -- _ '" �--� i �,' _ �� L� � '%Z:,��'�,`- �)>c-:=:-�t,�'i—�� ' /�, CJ��/�--- Person contacted: �� Vams: p'a'-- �nsp�ctor,--�� , Name: _ � ;f_�,•,�,.__.T�r�_�.tf=.:,. J ._ ...._. � �ignature: � -�..,�__ SlBnature: ��... , . _..:. %�r r'� ��',_l�r... l s�°�omms_ - --- NB Comma < --�_ , 1 Permit Number Envelope Compliance Certificate Chec:ked By/Date 2003 IECC COMcheck-EZ Software Version 3.0 Release la Data filename: S:\2004-177-00\ADMIMMech_A\ECCCs\Sonnenalp.cck oqt,;;y� ?D�'s d1 ��,� �,.��,. � � `r,� �. ; ��° • Section 1: Project Information " �� ' � a :� �`��°w . Project Name: Sonnenalp Hotel Addition � � Vail Village �' �� Designer/Contractor: ABS Consultants, Inc. ��, .•��",«� (303) 623-6200 ��`��' � � ��E�� Document Author: Jay A. Watson, P.E. ��+ 6 2005 Section 2: General Information Building Location (fi�r weather data): Vail, Colorado � '�E�; '- ,�, ;; Climate Zone: 15 �"'' � Heating Degree Days (base 65 degrees F): 9248 ��^ ~`''; ;, Cooling Degree Days (base 65 degrees F): 44 Project Type: New Construction �I ► � � ,r- ,-,; � � � . W indow/ Wall Ratio: 0.24 `, � j�t' i.";� ��r;. .'i. ':,; �� , �-�` 1 + ;, � a, Building Type Floor Area �G.�� +.'�r�` Hotel Function 42221 '� ,��.�,,,��,.-��`��'� ,-�, r `�� Section 3: Requirements Checklist � Bldg. � Dept. � Use � � Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] � 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ J � 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] � 3. Component R-values & U-fictors labeled as certified. [ ] � 4. Stair, elevator sha$ vents, and other dampers integral to the building envelope are equipped � with motorized darnpers. [ ] � 5. Cargo doors and loading dock doors are weather sealed. [ ] � 6. Recessed lighting Sxtures are: (i)Type IC rated and sealed or gasketed; or(ii) installed inside a�i � appropriate air-tight assembly witl� a 0.5 inch clearance from combustible matenals and � with 3 inches clearance from insulation matenal. [ ] � 7 Building entrance doors have a vestibule and equipped with closing devices. � Exceptions: � Bui(ding entrances with revolving doors. � Doors that open directly &om a space less than 3000 sq. ft. in arca. r Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor -Factor Roof 1: Stnictural Slab 1625 --- 2�.4 0.038 0.045 Roof2: Non-Wood Joist/Rafter/Truss 12378 0.0 26.2 0.037 0.045 Exterior Wall 1: Metal Frame, 16" o.c. 24265 19.0 5.5 0.070 0.064 Window 1: Wood Frame:Double Pane, Clear, SHGC 0.30 4028 --- --- 0.280 0.520 Door 1: Glass, Clear, SHGC 0.30 1806 --- --- 0.280 0.520 Door 2: Solid 84 --- --- 0.280 0.108 Basement Wall 1: Solid Concrete or Masonry > 8" Fumng: None, Wall Ht 9.0, Depth B.G. 9.0 6912 --- 0.8 0.408 0.087 Floor 1: Slab-On-Grade:Unheated 768 -- --- --- -- (a)Budget U-factors are used for so$ware baseline calculations ONLY,and are not code requirements. Fnvelope PASSES: Design 6%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope systerryPias been designed to meet the 2003 IECC requirements in COMcheck-EZ Version 3.0 Rel,�a,se la and to c ply wit��he mandatory requirements in the Requirements Checklist. ;��• ,. / 5 � ; �� l �� d� Principal Envelope Designer-Name S gnature � Date I Pemiit Number Mechanical Compliance Certificate Checked By/Date 2003 IECC COMcheck-EZ Soffware Version 3.0 Release la Data filename: S:\2004-177-00\ADMIN�Mech_A\ECCCs\Sonnenalp.cck Section 1: Project Information Project Name: Sonnenalp Hotef Addition Vail Village Designer/Contractor: ABS Consultants, Inc. (303) 623-6200 Document Author: Jay A. Watson, P.E. Section 2: General Information Building Location (�r weather data): Vail, Colorado Climate Zone: IS Heating Degree Days (base 65 degrees F): 9248 Cooling Degree Days (base 65 degrees F): 44 Project Type: New Construction Section 3: 1Vlechanical Systems List uantit Svstem Tvpe& Description 50 HVAC System 1: Heating: Hydronic or Steanl Coil, Hot Water/ Cooling: Hydronic Coil, Capacity <65 kBtu/h, Air-Cooled Condenser/ Single Zone 1 HVAC System 2: Heating: Hydronic or Steam Coil, Hot Water/ Cooling: Hydronic Coil, Capacity <65 �CBtll/ll, Air-Cooled Condenser/ Single Zone 12 HVAC System 3: Heating: Unit Heater, Hot Water i l HVAC System 4: Heating: Unit Heater, Electric 1 Plant 1: Heating: Hot Water Boiler, Capacity>=600 kBtu/h, Gas / Cooling: Water Chillcr, Capacity >=50 - <150 tons, Condenser Air-Cooled, Rotary Screw or Scroll Chiller 1 Storage Water Heater 1: Service Water Heater w/ Circulation Pump Section 4: Requirements Checklist Bldg. � Dept. � Use � � Requirements Specific To: HVAC System 1 [ ] � 1. Balancing and pressure test connections on all hydronic terminal devices [ ] � 2. Separate hot and cold water supply and returns � � Requirements Specific To: HVAC System 2 / [ ] � 1. Balancing and pressure test connections on all hydronic terminal devices [ ] � 2. Separate hot and cold water supply and retums � � Requirements Specific To: HVAC System 3 [ ] � I• Balancing and pressure test connections on all hydronic terminal devices � � Requirements Specific To: HVAC System 4 � Requirements Specific To: Plant 1 [ ] � 1. Equipment minimum efficiency: � Chiller. COP >= 2.80, IPLV>= 2.80 [ ] � 2. Newly purchased heatinj equipment meets the e�ciency requirements � -used equipment must meet 80% Et @ maximum capacity [ ] � 3. Systems with multiple boilers have automatic controls capable ofsequencing boiler operation [ ] � 4. Hydronic heating systems comprised ofa single boiler and>j00 kBtu/h input design capacity � include either a multistaged or modulating bumer � � Requirements Specific To: Storage Water Heater 1 [ ] � 1. 1-in. pipe insulation on circulation systems [ ] � 2. Automatic on/offcontrol required for circulating systems [ ] � 3. Gas Storage Water Heater eiGciency >= 0.62 EF � � Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] � 1. Load calculations per 1997 ASHRAE Fundamentals [ ] � 2. Plant equipment and system capacity no greater than needed to meet loads � - Exception: Standby equipment automatically offwhen primary system is operating � -Exception: Multiple units controlled to sequence operation as a function ofload [ ) � 3. Minimum one temperature control device per system [ ] � 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] � 5. Thermostatic controls has 5 deg. F deadband � -Exception: Tl�ermostats requiring manual changeover between heating and cooling [ ] � 6. Automatic Controls: Setback to 55 deg. F (heat) and 85 deg. F (cool); 7-day clock, � 2-hour occupant ovemde, l0-hour backup � -Exception: Continuously operating zones � - Exception: 2 kW demand or less, submit calculations [ ] � 7. Automatic shut-offdampers on exhaust systems and supply systems with airHow>3,000 c&n [ ] � 8. Outside-air source f�r ventilation; system capable ofreducing OSA to required minimum [ ] � 9. R-5 supply and retum air duct insulation in unconditioned spaces � R-8 supply and retum air duct insulation outside the building � R-8 insulation between ducts and the building exterior when ducts are part ofa building assembly � - Exception: Ducts located within equipment � -Exceptioi�: Ducts �vith intenor and extenor temperature di�erence not exceeding 15 deg. F. [ ] � 10. Ducts sealed -longitudinal selcns on rigid ducts; transverse seams on all ducts; � UL 181A or 181B tapes and mastics � - Exception: Continuously welded and (ocking-type longitudinal joints and seams on ducts � operating at static pressures less tl�an 2 inches w.g. pressure classification [ ] � I 1. Mechanical 6steners az�d sealants used to connect ducts and air distnbution eyuipment [ ] � 12. Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. f�r pipes >1.5 in. � Chilled water/refrigerutt/brine pipe insulation: 1 in. �r pipes <=1.5 in. and 1.5 in. fi�r pipes >1.5 in. � Steam pipe insulation: 1.5 in. for pipes <=L5 in. and 3 in. fr�rpipes >1.5 in. � - Exception: Piping within HVAC cquipmcnt � -Exception: Fluid temperatures between 55 and 10� deg. F � -Exception: Fluid not heated or coolecl i � - Exception: Runouts <4 t� in length [ ] � 13. Operation and maintenance manual provided to building owner [ ] � 14. Balancing devices provided in accordance with IMC 603.15 [ ] � I�. Hot water distribution systems >=600 kBtu/h must have one ofthe following: � a)controls that reset supply water temperature by 2�% ofsupply/retum delta T � b)mechanical or electrical adjustable-speed pump drive(s) � c)two-way valves at all heating coils � d) multiple-stage pumps � e) other system controls that reduce pump �ow by at least �0% � Uased on load- calculations required [ ] � 16. Chilled water distribution systems >=600 kBtu/h must have one ofthe following: � a)controls that reset supply water temperature by 25% ofsupply/retum delta T � b)mechanical or electrical adjustable-speed pump drive(s) � c)two-way valves at all heating coils � d)multiple-stage pumps � e)other system controls that reduce pump 8o�v by at least 50°/a baseci on load -calculations required [ ] � 17. Newly purchased service water heating equipment meets the ef�ciency requirements [ ] � 18. Water heater temperature controls: I 10 deg. F for dwelling units or 90 deg. F � for other occupancies [ ] � 19. Hot water distribution systems >=300 kBtu/h must have one ofthe following: � a)controls that reset supply water temperature by 25% ofsupply/retum deita T � b)mechanical or electrical acijustable-speed pump drive(s) � c)two-way valves at all heating coils � d)multiple-stage pumps � e)other system controls that reduce pump $ow by at least 50%baseci on load � -calculations required [ ] � 20. Chilled water distribution systems >=300 kBtu/h must have one ofthe �llowing: � a)controls that reset supply water temperature by 2�°/a ofsupply/return delta T � b)mechanical or electncal adjustable-speed pump drive(s) � c)two-way valves at all heating coils � d)multiple-stage pumps � e)other system controls that reduce pump fiow by at least 50%based on load -calculations required [ ] � 2l. Stair and elevator shaff vents are equipped with motorized dampers [ ] � 22. Three-pipe systems not used S ection 5: Compliance S tatement The proposed mecha�iical design represented in this document is consistent with the building plans, specifications and other calculations submitteci with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. Sy �l. i,,�u��:� �r�� y � �s Principal Mechanical Designer-Name Signature Date i Mechanical Requirements Description 2003 IECC COMcheck-EZ Soffware Version 3.0 Release la Data filename: S:\2004-177-00\ADMLN\Mech_A\ECCCs\Sonnenalp.cck The�llowing list provides more detailed descnption ofthe requirements in Section 4 ofthe Mechanical Compliance C erti fi cate. Requirements Specific To: HVAC System 1 � 1. Hydronic heating and cooling coils must be equipped with a way to pressure test connec;tions and measure and balance water flow and pressure. 2. Fan system terminal units must have separate hot and cold water supply and retum piping. Requirements Specific To: HVAC System 2 1. Hydronic heating and cooling coils must be equipped with a way to pressure test connections ar�d measure and balance water$ow and pressure. 2. Fan system terminal units must have separate hot and cold water supply and retum piping. Requirements Specific To: HVAC System 3 1. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. Rec�uirements Specific To: HVAC System 4 Requirements Specific To: Plant 1 1. The specified heating anci/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Chiller: COP >= 2.80, IPLV>= 2.80 2. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment ofthis type can be assumed to meet or exceeci ASHRAE 90.1 Code requirements f�r equipment efficiency. Used equipment must meet 80%Et @ maYimum capacity. 3. Systems with multiple boilers have automatic controls capable ofsequencing the operation ofthe boilers. 4. Hydronic heating systems compnsed ofa single boiler and >500 kBtu/h input design capacity include either a multistaged or modulating burner. Requirements Specific To: Storage�Vater Heater 1 1. Piping for the specified circulating service hot water system must be insulateei with a minimum of 1-in. insulation having a conductivity no>0.28 Btu�in/(h�ff2�°F). 2. Circulating service hot water systems must have a time switch control that can automatically tum offthe system during unoccupied hours. 3. Service water heating equipment used solely €�r heating potable water, pool heaters, and hot water storage tanks must meet the following miniumum e�ciency: Gas Storage Water Heater efficiency >= 0.62 EF Generic Requirements: Must be met by all systems to rvhich the requirement is applicable 1. Design heating and cooling loads ior the building must be determined using procedures equivalent to those in Chapters 27 and 28 ofthe ASHRAE Handbook ofFundamentals or an approvecl equivalent calculation procedure. 2. All equipment and systems must be sized to be no jreater than needed to meet calculated loads. A single piece of eqtiipment providing both heating and cooling must satisfy this provision ior one function with the capacity for the other function as small as possible, within available equipment options. -Exception: The equipment and/or system capacity may be;reater than calculated loads �r standby purposes. Standby equipment must be automatically controlled to be offwhen the primary eqtiipment and/or system is operating. - Exception: Multiple units ofthe same equipment type whose combined capacities cxceed the calculateci load are i allowed ifthey are provided with controls to seyuence operation ofthe units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable ofmaintaining a 5 degree F deadband (a range of temperature where no heating or cooling is provided). - Exception: Deadband capability is not required ifthe thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the f�llowing criteria:a) capable ofsetting back temperature to 55 degree F during l�eating and setting up to 85 degree F during coolingb) capable ofautomatically setting back or shutting down systems during unoccupied hours using 7 di6'erent day schedulesc) have an accessible 2-hour occupant ovemded) have a battery back-up capable ofmaintaining programmed settings �r at least 10 hours without power. - Exception: A setback or shutoffcontrol is not required on thermostats that control systems serving areas that operate continuously. - Exception: A setback or shutoffcontrol is not required on systems with total energy demand of2 kW (6,826 Btu/h) or less. 7. Outdoor-air supply systems with design airgow rates >3,000 cfin ofoutdoor air and all exhaust systems must have dampers that �u-e automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 ofthe Intemational Mechanical Code. Ifthe ventilation system is designed to supply outdoor-air quantities erceeding minimum required levels, the system must be capable ofreducing outdoor-air fiow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and retum air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum ofR-5. Unconditioned spaces include attics, crawl spaces, unhcated basements, and unheated garages.b) Supply and retum air ducts and plenums must be insulateci to a minimum ofR-8 when located outside the building.c) When ducts are located within exterior components (e.g., $oors or roo�s), minimum R-8 insulation is required only between the duct and the building exterior. - Exception: Duct insulation is not required on ducts located within equipment. - Exception: Duct insulation is not required when the design temperature di�erence between the interior and exterior of the duct or plenum does not excecd 15 degree F. 10. All joints, longitudinal and transverse seams, and connec:tions in ductwork must be securely sealed using weldments; mechanical fisteners with seals, gaskets, or mastics; mesh and mastic scaling systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or LTI. 181B. - Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 11. Mechanical �isteners and seals, mastics, or gaskets must be used when connecting ducts to fins and other air distribution equipment, including multiple-zone temiinal units. 12. All pipzs serving space-conditioning systems must be insulated as follows: Hot water piping �r heating systems: 1 in. for pipes <=1 1/2-in. nominal diameter 2 in. �r pipes >1 1/2-in. nominal diameter. Chilled water, refi-igerant, and brine piping systems: 1 in. insulation forpipes <=1 1/2-in. nominal diameter 1 1/2 in. insulation �r pipes >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation for pipes <=1 1/2-in. nominal diameter 3 in. insulation for pipes >1 1/2-in. nominal diameter. - Exception: Pipe insulation is not required �r�ctory-installed piping widiin HVAC equipment. - Exception: Pipe insulation is not reyuired f�r piping that conveys fiuids having a design operating temperature range bct�veen 55 degrees F and 105 degrees F. - Exception: Pipe insulation is not required �ir piping that conveys 8uids that have not been heated or cooled tlirough the use of fossil fiiels or electnc po�ver. . - Exception: Pipe insulation is not required for ninout piping not exceeding 4 $ in length and 1 in. in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the �llowing infonnation:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be pennanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative ofhow each system is intended to operate. 14. Each supply air outlet or di�ser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers locateci within the ductwork, terminal devices, and supply air difiusers. 15. Hot water distribution systems with total system capacities of600 kBtu/h and greater must have controls that:a) automatically reset the hot water supply temperature, based on heating load, by at least 25%ofthe design supply-to-retum water temperature di�erence orb) reduce pump 8ow by at least 50% ofdesign 8ow rate by using- adjustable-speed drive(s) on pump(s)- multiple-stage pumps allowing at least 1/2 oftl�e total pump horsepower to be automatically tumed o� control valves designed to modulate or step down and close as a�i�nction of load- other approved means (supporting documentation or calculations must be submitted). 16. Chilled water disMbution systems with total system capacities of600 kBtu/h and greater must have controls that:a) automatically reset the chilled water supply temperature, based on cooling load, by at least 25%of the design supply-to-return water temperature di�'erence orb) mduce pump �ow by at least 50% ofdesign How rate by using- adjustable-speed drive(s) on pump(s)- multiple-stage pumps allowing at least 1/2 ofthe total pump horsepower to be autornatically tumed o� control valves designed to modulate or step down and close as a function ofload- other approved means (supporting documentation or calculations must be submitted). 17. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992, which meet or exceed ASHRAE 90.1 Code. New service water heating equipment can be assumed to meet these requirements. 18. Water-heating equipment must be provided with controls that allow the user to set the water temperature to I 10 °F fr�r dwelling units and 90 °F f�r other occupancies. Controls must limit output temperatures oflavatories in public facility restrooms to 110 °F. 19. Hot water space-heating systems with a capacity exceeding 300 kBtu/h supplying lieated water to comk�rt conditioning systems must include controls that automatically reset supply water temperatures by representative building loads (including retum water temperature)or by outside air temperature. Exceptions: -Where the supply temperattire reset controls cannot be implemented without causing improper operation of heating, cooling, humidification, or dehumidification systems. -Hydronic systems that use variable How to reduce pumping energy. 20. Chilled water space-cooling systems with a capacity exceeding 300 kBtu/h supplying chilled water for comfort conditioning systems must indude controls that automatically reset supply water temperatures by representative building loads (including return water temperature)or by outside air temper<►ture. Exceptions: -Where the supply tcmperature reset controls cannot be implemented without causing improper operatio❑ of heating, cooling, humidification, or dehumidification systems. - Hydronic systems that ttse variable 8o�v to reduce pumping energy. 21. Stair a��d elevator shat� vents must be equipped with motorized dampers capable ofbeing automatically closed dunng nornial building operation and interlocked to open as mquired by hre and smoke detection systems. All gravity outdoor air supply and exhatist hoods, vents, and ventilators must be eyuipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motonzed) dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 22. Hydronic systems that use a common retum system fi�r both hot water ar�d chilled water must not be used. --_ - . _�� — -- � Her��-e�r[{�-Fa��•lal:Gec�rechntcal. In�. � ?0?i'�_.�.�unrc R��ad ]>4 �� Ien�+n��J�},nn�s, C��l��radu�i160] Pl��nnr_��,�_��q;.7ySi•� HEPWORTH-PAWLAK GEOTECHNICAL r„�_ ��,; ��q;.�q;� em.iil: 1�}�,'e�n�ull��e�ircch.nm� GEOTCCHNICAL STUDY PROPOSED HOT�L ADDITION SONNENALP RESORT 82 EAST MEADOW DRIVE VAIL, COLORADO JOB NO. 102 223 DECEMBER 8, 2004 PREPARED FOR: SONNENALP RESORT ATTN: JOHANNES FAESSLER 82 �AST M�ADOW DRIV� VAIL, COLORADO 81657 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-46&1989 TABLE OF CONTENTS PURPOSEAND SCOPE OF STUDY............................................................................- 1 - PROPOSEDCONSTRUCTION.....................................................................................- ] - SITECONDITIONS .......................................................................................................- 2 - FIELDEXPLORATION.................................................................................................- 2 - SUBSURFACECONDITIONS......................................................................................- 3 - ENGINEERINGANALYSIS .........................................................................................- 3 - DESIGNRECOMMENDATIONS.................................................................................- 4 - FOLTNDATIONS.........................................................................................................- 4 - FOUNDATION AND RETAINING WALLS............................................................- 5 - FLOORSLABS ..........................................................................................................- 7 - iINDERDRAINSYSTEM..........................................................................................- 7 - EXCAVATION CONSIDERATIONS .......................................................................- 8 - SURFACEDRAINAGE.............................................................................................- 9 - LIMITATIONS ............................................. .........- 9 - ......................................................... FIGURE 1 - LOCATION OF EXPLORATORY BORINGS PIGURES 2 & 3 - LOGS OF EXPLORATORY BORINGS FIGURE 4 - LEGEND AND NOTES FIGURES 5 to 7 - GRADATION T�ST FLESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS P[IRNOSE AND SCOP� OF STUDY This report presents the results of a geotechnical study Cor the proposed hotel addition at the Sonnenalp Resort, 82 East Meado«- Drive, Vail, Colorado. The pr�ject site is sho��n on Figure 1. The purpose of the stud}� was to develop recommendations for the foundation and excavation designs. The study was conducted in accordance with o�u� agreement for geotechnical engineering services to Sonnenalp Resort dated March 25. 2002. A field exploration program consisting of exploratory borings was conducted to obtain infornlation on the subsurface conditions. Samples of the subsoils obtained during the field eaploration were tested in the laboratory to detei7nine their classification and other engineering characteristics. The results of the field exploration and laboratory testinc were anal}�zed to develop recommendations for building foundations, including allowable bearing pressures, and fot-temporary e�cavation conditions. This report summarizes the data obtained during this study and presents our concllisioils, design recomme�Idatioils and other geoteclulical engineering considerations based on ihe proposed construction and the subsoil conditions encountered. PROPOSED CONSTRUCTION The proposed hotel addition ��ill consist of a 4 story structure attached to the north side of tlle ehisting hotel and be abotit �0,000 square feet in size. The entire addition will be underlain by a basement level and }�arking garage at rou�hly the same bearing level as the existing base�nent The 1�alisman building will remain hut some� underpinning could be needed adjacent to t11e new lo��-er level gara��e. Gi�ound Iloors througllout the project �o�ill be slab-on-grade. Grading ior the btiiilding and belo«� ��rade parking will be extensi��e and could rec�uire temporary sh�rin�� along East Meado�� Drive to maintain cut slope siability. Foundation loadir�gs v��ill be m�derate to relatively hea��y a�1d carried by perimeter ��all atid interioi- colum�IS. �oh Na �02 223 �'�ecPtech � If buildinR loadiilgs, location or gradin�! }�lans cha�lge signiFcantl�� fi-om tl�ose described above, we should be notified to i-e-e��aluate tlle recommeiidations contained in this repc�rt. SITE CONUITIONS The property is occupied bti� the existing � story Soru�enalp hotel a�ld 2 to 3 story Talisman building, both with below� �radc lcvels. The existin� buil�iin� lueati�ns are shown on Figure 1. The proposed development area is typically asphalt paved parking and drives. The ground surface slope is gentle down to the southwest with about 10 feet of elevation difference across the development area. The landscaping consists of grass, trees and bushes adjacent the existing buildings. Gore Creek at an elevation of about 10 feet below the project site follows the southern side of the hotel property. We are not aware of foundation settlement related distress to the existing buildings. FIELD �XPLORATION The field exploration for the project ��as conducted on April 17 and 18, 2002. Five exploratory borings (Borings 4-8) ��ere drilled at ihe locations sho��n oi1 Figure 1 to evaluate the subsurface conditions for the Sonnenalp project. Borings 1-3 were drilled for the redevelopment of the Swiss Chalet building previously located iinmediately east of the Talisman building. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck-mounted Lon��-eai- BK-51 HD aild ATV mounted CM�-55 drill rigs. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Slotted PVC pipe was installed in the borings for water level 1110I11t0I�111b. Samples of the subsoils wei-e taken �a°ii11 1'K inch and 2 incll I.11. �pooil samplers. �l�lle samplers were driven into the subsoils at ��arious depths ��ith blo��s 1i�om a l40 potmd hal�ul�er falling �0 inches. This test is similar to tl�e sta��dard penetration test described by AS�I-M Ivlethod D-1�b6. The penetratic�n resisianc� v<<li�cs arc a�� inui�atior� of the relative density or consistenc}� of the subsoils. Depths ai «-hich the samples were taken ]ob No. 1O2 223 G��tech I ' ' - : - and the penetration resistance values are shc��vi� on tl�e Lo�s of Explorator}� I3orings. Fi�ures ? and �. The samples were rettn�ned t� ��ur lahorat�r�� for review bv ihe project en��ineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figures ? and 3. The subsoils consisi of about 3 to 7 feet of existing fill and sandy silt and clay soils overlying mainly dense, slightly silty to silty sandy gi-avel with cobbles and scattered boulders. Drilling in the dense granulai- soils ��-itl� auger equiprnent was difficult due to the cobbles and boulders and drilling refusal �as encountered in the deposit. Occasional medium dense to dense, slightiy silty to very silty sands v��ei-e eilcountei-ed with depth, mainly below elevation 8,136 feet. Laboratory testing perfonned on samples o,btained from the borings included natural moisture content and density, and gradation anal��ses. Undisturbed samplin� ��as difficiilt due to the rocky nature of the subsoils. Results of gradation analyses periormed 011 Sl2lall llli�llll:ll;C lll'lb'C Jc1111�105 (1i11i1L1� 1;� lit��i iial.tllilt) Ui i.i:; �O�l' ��= `i�'1�;iI:C�_!'.� �� :��:�=`1�S are shown on Figures 5 to 7. The laboratory testing is summarized in `I�able 1. Free water was encountered in the borings beh�een depths of about 14'/z to 19'/z feet at the tinie of drilling. Shortl�- follo��ing drilling. tlle water levels rose �bout 1 to 1'/ feet to depths between abotit 1�'/z to 18 feet. I'NGIN��RING ANALI'SiS The natural granular soils encountered belo�� the existing �ill are suitable I�or support of sp��ead footings ��'ith modet-ate bearing capacitv and relatively lo��' seltlemcnt potential. Eacavations for the basement and below gradc �ara�e level will probably require shoring � to »laiiltain cut sl�pe stai�ility. rotindation Lmclerpi�lnin� uf ih� �i�alisman htiildiiic, ii needed. can probably be p�rformed by deepening of the bearing level f-�r sprea�l iootin�, lob No. lU2 22; GecPteCh - 4 - and bearing wall support. The proposed lower floor levels of the building and parking garage appear to be rou�hly 5 feet or more above the groundwater level found in our borings. A comprehensive underdrain system should be provided to prevent groundwater impacts in the event of water level rise. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsoil conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the hotel addition and parking garage be founded with spread footings bearing on the natural granular soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the ui�disturbed natural granular soils should be designed for an allowable soil bearing pressure of 5,000 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be up to about 1 inch and essentially occur during construction. 2) The footings should have a ininimum width of 24 inches for continuous walls and isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearin�� elevation for ti-ost protection. Placement of Foundations at least 48 inches below eaterior�rade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anon�alies such as by assuming an unstipported length of at least 12 feet. Founciatiou ��a11s acting as retai�li�� struciw�es should also be 7ob No. 102 223 C-�cPteCh - > - designed to resist lateral earth pressures as discussed in the "Foundation and Retaining V�lalls" section of this report. �) All eaisting fill, silt and clay soils and any loose or disturbed soils should be reinoved and the footing bearing leve] extended do��n to relativel�� dense natural granular soils. Voids created by boulder removal should be backfilled with sand and gravel compacted to at least 100% of standard Proctor density near optimum moisture content. Groundwater seepa�e encountered in the footing excavation should be removed froin outside the footing area prior to concrete placement. 6) A representative of the geotecluzical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. 7) A Site Class of C based on the 2003 International Building Gode can be used for seismic design of foundations placed on the dense granular soils or densely compacted granular fill. FOUNllATION AND RETAINING ��'ALLS Foundation walls and retainii�g structures ��hich are laterally stipported and can be e�:pected to undergo only a sli�ht amount of defleciion should be designed for a lateral earth pressure computed on tlie basis of an equivalent fluid unit weight of 50 pcf foi- backfill consisting of the on-site granular soils. Cantile��ered retaining structures «-hich are separate from the buildings aild can be expected to deflect sui�ficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure con�plited on the basis of an equivalent fluid unit weight of�0 pcf for backfill consisting of the oii-site gramilar soils. All foundation and retaining structures shotild be desigi�ed C��r a��ropriate hyclr��static and surchar��e pressures such as adjacent foc�tin�s, traCiic, construction mat�rials and equipment. The presstu�es recommcnded above assume drained conditions bchind the �aa'lis �nd a horizonial bacl:lill surface. ']�l-ic 'ouild�ip oi��ate� l��l�i�l� u ��-�,11 cr an u��aru sloping backfill surface will increase the lateral press�u�e imposed on a foLmdation �vall or Joh No. 102 22; C��'CPteCh - 6 - I'�1a117111c structure. An wlderdrain should be provided to pre�'E;III I1Vdt"(1SlaUC }�l'eSSUI'e huildup behind ��lls. IIackfill should be placed in uniform lifts aild compacted to at least 9�`% of the maaimum standard Proctor density ai a moisture conten� near optimum. Care should be taken not to overcompact the backfill or use large equipment near the foundation wall, since this could cause excessive lateral pressur�e on the wall. Some settlement of deep foundation wall backfill should be eapected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. A higher compaction level of 98% of maxiinum standard Proctor density could be used to help reduce the settlement risk of deep f lls. �le recommend granular soils for backfilling foundation walls and retaining structures because their use results in lower lateral earth pressures and the backfill will help the subsurface drainage. Subsurface drainage recoinmendations are discussed in more detail in the "Underdrain System" section of this report. Granular wall backfill should contain less than l�% passing the No. 200 sieve and have a maximum size of 6 inches. The lateral resistance of foundatioi� or retaiizing wall footings will be a combination of tl�e sliding resistance of the footing on the foundation materials and passive earth pressure against the side of ihe footing. Resistance to sliding at the bottoms of the footin�s can be calculated based on a coefficient of friction of 0.5. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit wei�ht of 400 pcf for dry backfill conditions and 250 pcf for buoyant backfill conditions. The coefficie�7t of friction and passive pressure values r-ecotilmended abc�ve assui»e ultimate soil strength. Suitable factors of safety should be included in the c�esign to limit ihe straiil which ��ill occLir at the ultimate sti�englh, pai�tictilarly in the case of passive. resistance. Fill placed a�ainst the sides of the footings to resist lateral loacls should be a gi�anular material compacted to at least 9�% of the maximtim staildai�d Proctor density at a 11101S1111'e C011t�111 Ilec�l� O��II�lLll17. .loh No. 102 223 GecPteCh - 7 - FLUOR SLABS Tl�e natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab- on-grade construction. To reduce the effects of some differential movement. non- str-uctura] floor slabs should be separ-ated from all bearing walls and coluin�ls ��ith expansion joints which allov�� unrestrained vertical movement. Floor slab control joints should be used to redtice damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel sllould be placed beneath basement level slabs to facilitate drainage. This material should coiisist of minus 2 inch aggrebate u�ith at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor_slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optiinum. Required f ll can consist of the oii-site granular soils devoid of vegetatio�l, topsoil and ovei-sized rock. UNDERDRAIN SYSTEM Free water was encountered ��ithin about 3 to 4 feet of proposed lo��er floor levels ancl it has been our experience in mountainous areas thai the groundwater level can rise and local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen �ruund during spriil� runofFcan create a perche� c�nditi�n. A�'e recommend belo��--grade construction. Such as rttaining��°alls and basement areas, be pl�otected from ��etting and hydrostatic l�i�esstire buildup b�� an underdrain system. The drains shotild consist of drai�lpipe }�laced in the botiom of the ��all hacl:Iill surrounded above the invert level ��ith f�ree-drainin�� granul�r maierial. "I�he drain sl�ould be placed at each Icvel of excavation and at least 2 feet belo«� lowest acljacent finish �,rade a►Zd sloped at a n�ini��lum I% to a suitable gravity outlet above creek the (7ood level or to a sump and puillp. Interior latei-al draiils sllotild be pi-o��ided belo��v ihe iloor slab tliat Job No. l02 223 GecPtech - 8 - connect to the underslab gravel and discharge to tl�e perimeter underdrains. Free-draining �ranul�ti n,;��i::l ;�,�r�:�.�,�c�l r�,r�E_t li��,� in th.� i�r-lcrrlr.�ii� ��tcm �h��iild c�ntain le�s ihan 2% passing the No. 200 sieve. less than �0% passing the No. 4 sieve and have a maximum size of�2 inches. The drain gravel backCll should be at least ? feet deep. A drainage mat should be placed against the backside of ihe foundation wall that connects to tlle perimeter dr�in gravel. EXCAVATION CONSIDCRATIONS Excavation for the building improvements is proposed to be extensive and there is a risk of construction-induced slope instability. Tempoc-ary cut slopes steepei-tllan about 1'/� horizontal to 1 vertical should be supported with shoring as needed to maintain stability. Possible methods of temporary shoring consist of soldier pile and timber lagging, soil nailing and penetration groutina. Soil nailing and tiebacks sllould be feasible whei-e tllere is ample distance or easement back from the face of the wall for nail embedment of the reinforcement. Grouting ma�� consist of poi-�land cement or chemical base to solidify the subsoils prior to excavation. The subsoils are stratified alluvial deposits and layers of lligher silt fi-actioil could inhibit the effectiveiless of the grouting. The feasibilit�� of �routing should be evaluated by illstalling a test section by tlle specialty contractor pi-ior to production grouting at the site. Conve�ntional tmderpiiuling with concrete walls and footings appears feasible for shallow excavation depths to below the Talisinan building foundation. The underpinnin� and excavation shoring should be designed and built by qualified engineers and corltractor�s tl�at specialize in the selected methods and that are familiar with the subsurface conditions in tl�e project area. For preliminary design, thc natural granular soils can be assumecl to l�ave an intern�l frictiou augle of 34 degrees, a cohesion of 0 and a moist unit �vei�ht of 1�0 pcf. We sllould revie�� tlie proposed gradiilg a�ld excavation shoring p1a1�s pi-ior to constc-uction. lf`�r�ouildwatei� seepage is eilco�uliered i�l the building e�ca��tion. we should be coritacted for adclitioilal a►lal}�sis and possible dewaterin� methods. H Inh Nn I(1��3 �t@Cf'1 - 9 - SURFACE DRAIN�1GE Tl�e following drai�lage precautions should be observed during construction ai�d maintained at all times after ihe building has been completed: 1) Inundation of the foundation excavations and tmderslab areas should be avoided during construction. 2) F_.xterior backfill should he adju�ted to near optimum moisture and compacted to at least 9�% of the maximum standard Proctor densiiy in pavement and slab areas and to at least 90% of the maximum standard Pr�ctor density in landscape areas. 3) The ground surface surrounding the exterior of ihe building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. '�.��-�jr.lini:�;� «��ll l��:r��Gl! s?��.�1�".�r ca��,�� ,��itl� ahnut '' !'��t �,ftli� nn- site finer araded soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharQe well beyond the Limits of all backfill. LIMITATIONS This studv has been conducted in accordaiice ��itl� generally accepted geoteclulical engii7eering prirlciples and praciices in this ai-ea at t}zis tiine. We malce no warranty either e�press or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from il�e e�ploi�atory borings ]ocated as indicatcd on 1=i�tire 1. the proposed type of construction and our e�perience in the area. Our findings do not include determining the presence, prevention or possibilit� of mold or other biolo�ical contaminants (MOBC) developing in tl�e C�iture. lf tl�e client is concer�led about MOBC. then a professional in ihis s}�ecial lield of practice sl�ould be consulted. O��r iindings include� interpolation and extrapolation of the subsurlace conditions identi(ied at the exploratory borings and variations in the subsw�face conditions may not become evident until excavation is performed. lf conditious encountcred during construction appear Inh No. l02 22; ��t@Ch - lU - clifferent frou� those described in thi� re��ort_ we should be notified so that re-evaluation of the recoinmendations ii�ay be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for teclulical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Signif cant design changes may require additional analysis or modifications to the reconunendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structura] fill by a representative of the geotecl�nical engineer. Sincerely, HEPWORTH - P:AVdLAK GLOTECI-INICAL, INC. N`�" F'q ��•�m"'• . > ��;;e G � R ` �9 . �� . e. P.E. �: 1 5 2 2 2 :� Steven L. Pawlak, ;.� 4; � �� a�°, Ll�v/� �: `' F c; � �'"�°'��NR�E��°�O '-9>�••�....��' P Reviewed by: . `� D; ;;^�� . � ) `�- � �,�� i Daniel E. Hardin, P.E. SLY/ksw cc: P�esort Desi�n Associates International - /1ttn: Mich�lel l�ostcr 1��lonroe & Newell ��l�ineers - l�ttn: Crai�� Carr��ll Weitz Con�pany - Attn: Dan Mcek lab No. 102 22� G�EC�t@Ch EAST AIFi1DOW DRNE J - � PRpPOSED BELAW 80PoNG B BORING 8 GRAOE PARKING � � � HOTE�ON ��%�r BORING 5 `_ BORING 4• � �i • /��;: NG 7 i� �%i;a . � IXISTING TALISMAN BUILDING (TO REAIAIN) j � D(15T1NG SONNENALP / BUILDING > / �� //�� 8� APPROXIMATE SCALE: 1' = 60' NOTE: BORINGS 1-3 LOCATED TO EAST OF TALISMAN BUILDING. 102 223 HEPWORTH—PAWLAK LOCATION OF EXPLORATORY BORINGS Figure 1 GEOTECHNICAL, INC. BORING 4 BORING 5 BORING 6 ELEV.= 8159.5' ELEV.= 8158.5' ELEV.= 8157' 8165 8165 8160 8160 i5/s 8155 8155 23��2 TALJSMAN ��12 LOWER FLOOR �2��2 —�— WC=13.2 DD=114 —200=44 �0• 8150 °:°� �� 8150 2�/�2 .�°. :� ��' 24/12 ,� WC=5.2 °: 27/12 ' � � ••� DD=106 �O a�' � � o00 +4=0 pROPOSED W4=27 ��'� �� -20�=7 ' '� � ��' LOWER FLOOR o oq —200=9 �:o I � 8145 ^°• 8145 c 0 0 _ �, ° p�o .•.' 50/5 °> � �q�5 �o' a� w L+.1 Q� � 8140 -- '-�-'� 2 �' 44/12 .O 0 _ o 00 8135 °°' 8135 o`o •p: 8130 8130 8125 8125 Note: Explanation of symbols is shown on Fig. 4. 102 223 HEPWORTH—PAWLAK LOGS OF EXPLORATORY BORINGS Figure 2 GEOTECHNICAL, INC. BORING 7 BORING 8 ELEv.= 8153.5' ELEV.= 8152.5' 8160 8160 8155 8155 8150 40/3 8150 o" B/6.10/4 �� PROPOSED 00• _ •Q: LOWER FLOOR �, 8145 �°' 2a/s.so/s o�� 8145 a�i ^°' a�i � � � 0 0. � WC=4.2 WC=4.2 •�� I C +4=48 +4=48 0�' 70/12 � � —20�=11 —20�=11 e p. O :. .. a', a�, — �°�. 8140 a', w 8140 °� zs/8,5o/s o. w 25 `•� '• — °ps �0 _ 1 13 • _ 0•. 25 '' . — 1,13— ;oe 23/6,75/2 0 sQ � °p. 8135 0�0 � +4=41 8135 2s/i2 +4=11 :� � —200=9 —200=6 .Q. _ o' 39/12 e p. •�� 8�3� 8130 2�/s,so/s �o. 'O 0 00 0 0. 8125 0:0 8125 •a: o�'• 2s/i2 8120 8120 Note: Explanation of symbols is shown on Fig. 4. 102 223 HEPWORTH—PAWLAK LOGS OF EXPLORATORY BORINGS Figure 3 GEOTECHNICAL, INC. LEGEND: � ASPHALT PAVEMENT AND BASE COURSE; total thickness varies up to about 1 foot. � FILL; mixed silty sand and gravel, some organics, medium dense, moist, dark brown. � SILT AND CLAY (ML—CL); sandy to silty clayey sand, stratified, stiff, moist, brown, low plasticity. SAND (SM—SP); slightly silty to silty, scattered gravel to gravelly, stratified, possibile silt lenses/layers, medium dense to dense, brown to reddish brown, rounded rock. �o' a'o• SAND, GRAVEL AND COBBLES (GM—GP); scattered boulders, sand lenses/layers, slightly silty to silty, medium dense to dense, brown to reddish brown, rounded rock. � Relatively undisturbed drive sample; 2—inch I.D. California liner sample. � � Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586. Drive sample blow count; indicates that 23 blows of a 140 pound hammer falling 30 inches were 23��2 required to drive the California or SPT sampler 12 inches. 0_2 Free water level in boring and number of days following drilling measurement was taken. Practical drilling refusal. Where shown above bottom of log, indicates that multiple attempts were � made to advance the boring. � Indicates slotted PVC pipe instailed in boring to depth shown. -� Caved depth following drilling. N OTES: 1. Exploratory borings were drilled on April 17 and 18, 2002 with a 4—inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borinys were obtained by interpolation between contours on the site plan provided and checked by instrument level. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. S. The lines between materiais shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) +4 = Percent retained on No. 4 sieve. DD = Dry Density ( pcf ) —200 = Percent passing ��o. 200 sieve. 102 223 HEPWORTH—PAWLAK LEGEND AND NOTES Figure 4 GEOTECHNICAL, INC. .•. � � . . .. .� • ., . • �� ' , � ��M�� i�� v �� ; �� ' �� a�� . � �� • �� , ��r�� '�� .� �� :� ��__��r��s�� '�� '' �� ' �� w�� .� �� .. �� .• � • � � � .. .�. • � ` / • ' ' � � �. ' 3' I�� ' � � � � ' � . • • i �- . � '� '�. ` • •- .� �� .� � � , ' �� ■��■��.��.�� • ��.��.��.�� _�� , ��.�.�� ' �� - � �� ss�� ' �� ►�� - , �� .� ��.�� ' �� , �� • ��'��■��.� �� '�� .� �� . � ��.�■�� ' �� , ��■�.�� ■��'�■�� .�� :� �� ' .��.�� '' �� • � � � .� .�� • � ' � � , �. . . ' �� . • � • � � . • . • � �. . . • . HYDROAIETER ANALT4S SIE� ANALYSIS 711AE READINCS US STANDARD SERIES I G.EAR SOUARE OPENINGS 2♦ HR. 7 HR 3/8' 3/4• 1 1/` 3 .,'6' B 4� NIN 15 1/IN. 60MIN. 19A1IN- 4 AIIN. 1 NIN. /200 /100 /50 /30 d16 /S � �� 0 90 10 80 2G � � �Q Z W z 30 U1 � � 60 � W �O � � F- � � Z Z 50 W W U U � � � 60 W W a d 30 70 20 BO 10 90 0 100 .001 .002 .005 .009 .019 .037 .074 .150 .� .6� �.IB 2.36 4.75 9.512.5 19.0 37.5 76.2 12752 203 DIAMETER OF PARTICLES IN MILLIMETERS SAND �A�� COBBLES CLAY TO 9LT FlNE MEDIUM COARSE FlNE COARSE GRAVEL 48 � SAND 41 % SILT AND CLAY 11 % LIQUID LIMIT % PLASTICfTY INDEX % 4 SAMPI.F '�� '7htiv Siltv Sand and Gmvel FROM Boring 7 at 8 and 13 Feet Combined -- - -- ----- —- -- -- - ___ _ __- - -- - -- —� HTDkOAIEfEF ANALYSlS _..�\',. ?.i:A.."_;:.-, _ __ T1tAE READINGS U.S. STANDARD SER�ES �� '�E ��NGS � 45 M N. 15 A1 N. 60MIN. 19NIN. S MIN. 1 MIN. �200 %100 {SD }JO /16 /8 /4 3/8' 3/4' > >�2 3' S'6' 8�'� 0 io 9G 20 80 � � w 7p Z Z SO � Q � F- 60 Q W 40 � � � �- � Z Z 50 w w U c� so � � 60 W W � � 30 70 20 80 �o 90 0 100 .001 .002 .005 .009 .019 .037 .074 .750 �3� 6� 1.18 2.36 4.75 9.5��5 19.0 37.5 76.2 152 203 127 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT SAND GRAV£L C088LE5 FlNE MmIUTA COARSE FlNE COARSE GRAVEL 11 % SAND 83 % SILT AND CLAY 6 � LIOUID UMIT % PLASTICITY INDEX � SAMPLE OF: Slightly 5ilty Gravelly Sand FROM: Borir�g 7 at 18 Feet 102 223 HEPWORTH—PAWLAK GRADATION TE�T RESULTS Fiqurc n GEOTECHNICAL, INC. HYDROAIETER ANAlY9S SIEVF ANALYSIS 71AIE READINGS U.S. STANDARD SERIES CLEAR SWARE OPENINCS 24 HR. 7 HR 3 8� 3/4' 1 1/2" 3' S'6' 8� p 45 MIN. 15 AIIN- 60LIIN. 19AlIN. 4 MIN. 1 NIN. /200 /100 /`-�1 /30 /�6 � µ � �00 90 10 BO 20 70 � 0 fia z W 4p Z � Q Q F- w � � � � � � z z w w v U -- -- � � — --._. — — . _ W W 40 � a- 60 3b 70 20 80 10 90 0 1� .001 .002 .005 .009 .D19 .037 .074 .150 .� .600 7.18 2.36 !75 9.5125 19.0 37.5 762 752 203 127 DIAMETER OF PARTICLES IN MILLIMETERS CIAY TO 9LT S�� A�� COBBLES FlNE MmIU1A COARSE FlNE COARSE GRAVEL 41 � SAND 50 � SILT AND CLAY 9 � UQUID LIMIT � PLASTICITY INDEX � SAMPLE OF: Slightly Silty Sand and Gravel FROM:Boring 8 at 15 and 20 Fee1 Combined 102 223 HEPWORTH—PAWLAK GRADATION TEST RESULTS Figure 7 GEOTECHNICAL, INC. i I ; � � , _ � II � II � ,I , j U I I � � � ; r, �, � _ � I � ; 1� �� %� � ,� � � '� � ' N w � �� I � � r ' — i .. i I � N c� � 1 � I— c� � I I II N :t � � �i �� i. � 'J ' � — �i i I O Q Y r. 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Caisson Drilling, Excavation Shoring, Tieback Anchors STRUCTURAL CALCULATIONS EARTH RETENTION for PROJECT NO. 5079 PROJECT DESCRIPTION: GROUT COLUMN / SOIL NAIL WALL SONNEALP Prepared for CLIENT: THE WEITZ COMPANY ADDRESS: 4725 SOUTH MONACO STREET, SUITE 100 CITY: DENVER STATE: CO 80237 TEL: 303-860-6600 FAX: 303-860-6698 P�U RCG�S� �Q:�NY�E��F.�, `,0 Q i ��°c� ,� � ` -' �° •. ��'•. t �y�0.��,� '`�`'��... "��' SS�ONA��c� Prepared By: JOHN H. HART, P.E. COGGINS & SONS, INC. DATE: FEBRUARY 17, 2005 9512 Titan Park Circle•Littleton, Colorado 80125•(303) 791-9911 • FAX (303) 791-0967 http://cogginsandsons.uswestdex.com � ' : COGGINS & SONS, INC. ` _ Caisson Drilling, Excavation Shoring, Tieback Anchors STRUCTURAL DESIGN CALCULATIONS INDEX for PROJECT NO.: 5079 PROJECT: SONNEALP ITEM NO. DESCRIPTION PAGES 1 SUMMARY OF SOIL DESIGN DATA S1.0 2 "SNAIL"ANALYSIS OF 18.5 FT HEIGHT SOIL NAIL WALL S2.0-S2.4 3 "SNAIL"ANALYSIS OF 16.0 FT HEIGHT SOIL NAIL WALL 53.0-S3.4 4 "SNAIL"ANALYSIS OF 10.0 FT HEIGHT SOIL NAIL WALL S4.0-S4.4 5 SPREADSHEET CHECKS S5.0-S5.2 6 FACE DESIGN SOIL NAIL WALL S6.0 APPENDtX"A", REFERENCE MATERIAL AND CODES 9512 Titan Park Circle• Littleton, Colorado 80125•(303) 791-9911 • FAX (303) 791-0967 http://cogginsandsons.uswestdex.com COGGINS & SONS� I1�1�. Name � '�� -' s� � PH. (303)791-9911 FAX(303)791-0967 CAISSON DRILLING PROJECT: `=°�_,,_.. ._�n�.� � a_L.,�,." PROJECT NO.: `'_`'�� EARTH RETENTION :��i, , _z � ��v J TIE BACK ANCHORS SUBJECT: DATE: � i, �EoT�z_e-1 2rS�n-�- .� I o Z z Z 3 v d�rt._u �2 (�u f v'4- ��S'< �r-a-.��s d'`r�i-r � 6 � �-6 �I S°i x � / �ri� � S 4.vJ �h �ti ia��t o,... �,y'�.t a c.�r�-f � �o,-.� ��a s Tl�.��-1 � � � ��r �: � � - ��9 �� s x ` � S�so i rJ � '�/�L ., � I , • . �/ 5 n.✓��, G:�a<<a�o.'` , Pr��6�:3�:' F�io�...r.l�v,,-'� i C�= 3g ° • i , �( ��; • 301. c140 lj �. 1?D �_.�- . t • � Sb 5�2�8 � � c��WA�'w� �� = /« ; ----�---._�_ � ' . , , I �ss.,��..,,. ��.� i��.4-z.....-_.- — Nn. a9a � �0 70 s6 = �4 ° - 1'��0 !FT 3 6�.o,.�NO �rkh.n` �:�10�,..> c,� �,-� �ea�,;�..� c��f' �cx.�..��'T+�°� T�tv��F�.�. 5�.�.Gi.lr\�..�r pt' �S� ''��F� z.. 7�.i(,ow�t�`'1 Co at��!�i a-��-- ,', F rS' : 1. �� 2.,c7 .. � � . . � _ ❑ X Date: 02-17-2005 Snail�in 3.10 File_ 4SOM21�85 M i n i mum Fact o r of Saf et y = 2. �0 4.8 ft Behind 41a11 Crest At wall Toe LEGEND: PS= 20.0 l(ips H= 18.5 ft FY= 45.8 Ksi Sh= 7.0 ft Sv= Uaries GAM PHI COH SIG pcf dey psf psi 1 120.6 34 0 18.0 Scale = 18 ft � Surcharge File: 4SON21705 Page - 1 S Z• ) *************************************************** * CALIFORNIA DEPARTMENT OF TRANSPORTATION * * ENGINEERING SERVICE CENTER * * DIVISION OF MATERIALS AND FOUNDATIONS * * Office of Roadway Geotechnical Engineering * * Date: 02-17-2005 Time: 06:35:53 * *************************************************** Project Identification - SONNEALP 18.50 --------- WALL GEOMETRY --------- Vertical Wall Height = 18.5 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 0.0 80.0 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 0.0 Fifth Slope from 3rd slope. = 0.0 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 = 4.0 ft End Surcharge - Distance from toe = 25.0 ft Loading Intensity - Begin = 250.0 psf/ft Loading Intensity - End = 250.0 psf/ft --------- OPTION #1 --------- Factored Punching shear, Bond & Yield Stress are used. --------- SOIL PARAMETERS --------- Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stress XS1 YSl XS2 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) 1 120.0 34.0 0.0 18.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. File: 4SON21705 Page - 2 S�•= --------- WATER SURFACE --------- NO Water Table defined for this problem. --------- SEARCH LIMIT --------- The Search Limit is from 0.0 to 48.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. --------- REINFORCEMENT PARAMETERS --------- Number of Reinforcement Levels = 4 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 5.3 in Punching Shear = 20.0 kips ---------- (Varying Reinforcement Parameters) --------- Vertical Bar Level Length Inclination Spacinq Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 20.0 15.0 3.3 1.00 1.00 2 20.0 15.0 5.0 1.00 1.00 3 20.0 15.0 5.0 1.00 1.00 4 20.0 15.0 2.7 1.00 1.00 � File: 4SON21705 Page - 3 j2,�� MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 2.002 4.8 52.1 2.3 78.6 17.0 Reinf. Stress at Level 1 = 43.882 Ksi (Punching Shear controls. . ) 2 = 39.387 ksi (Punching Shear controls. . ) 3 = 34.892 ksi (Punching Shear controls. . ) 4 = 32.465 ksi (Punching Shear controls. . ) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LEN6TH (ft) (deg) (ft) (deg) (ft) NODE 2 2.166 9.6 59.3 15.1 70.9 5.9 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls.) 2 = 45.000 Ksi (Yield Stress controls. ) 3 = 37.961 ksi (Punching Shear controls. . ) 4 = 31.473 ksi (Punching Shear controls. . ) MINIMUM DISTANCE LQWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 2.547 14.4 52.1 23.4 89.9 0.0 Reinf. Stress at Level 1 = 44.748 Ksi (Pullout controls. . . ) 2 = 45.000 Ksi (Yield Stress controls. ) 3 = 41.192 ksi (Punching Shear controls. . ) 4 = 33.026 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 4 2.696 19.2 39.6 17.4 52.1 9.4 Reinf. Stress at Level 1 = 26.097 Ksi (Pullout controls. . . ) 2 = 45.000 Ksi (Yield Stress controls. ) 3 = 45.000 Ksi (Yield Stress controls. ) 4 = 36.198 ksi (Punching Shear controls. . ) MINIMUM DISTANCE LOWER FAILURE UPPER FATLURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 2.749 24.0 32.7 17.1 43.9 13.3 Reinf. Stress at Level 1 = 15.122 Ksi (Pullout controls. . . ) 2 = 38.101 Ksi (Pullout controls. . . ) 3 = 45.000 Ksi (Yield Stress controls. ) 4 = 38.362 ksi (Punching Shear controls. . ) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE lt1l.1Vi1 YYHLL 1VG HLVl7Ll� Lr.LV�71t1 H1V�7LL LC.LVVltI . (ft) (deg) (ft) (deg) (ft) NODE 6 J� � 2.803 28.8 28.2 19.6 38.8 14.8 Reinf. Stress at Level 1 = 3.785 Ksi (Pullout controls. . . ) 2 = 31.088 Ksi (Pullout controls. . . ) 3 = 45.000 Ksi (Yield Stress controls. ) 4 = 40.080 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 7 2.920 33.6 28.8 38.4 89.9 0.0 Reinf. Stress at Level 1 = 3.517 Ksi (Pullout controls. . . ) 2 = 32.202 Ksi (Pullout controls. . . ) 3 = 45.000 Ksi (Yield Stress controls. ) 4 = 39.807 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 8 3.099 38.4 25.7 42. 6 89.9 0.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 26.830 Ksi (Pullout controls. . .) 3 = 45.000 Ksi (Yield Stress controls. ) 4 = 41.124 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 9 3.333 43.2 0.0 8.6 28.2 39.2 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 4.049 Ksi (Pullout controls. . . ) 3 = 33.280 Ksi (Pullout controls. . . ) 4 = 45.000 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) NODE10 3.609 48.0 0:0 4.8 23.2 47.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 8.053 Ksi (Pullout controls. . . ) 3 = 41.779 Ksi (Pullout controls. . . ) 4 = 45.000 Ksi (Yield Stress controls. ) ****************************************�*************************** * For Factor of Safety = 1.0 * * Maximum Average Reinforcement Working Force: * * 13. 929 Kips/level * ***************************************************************�**** S ? .c7 .. � � . ■ . 1 I — � X Date: ea-i�-ZeeS Snail�in 3.1e File= 3soNZi�eS M i n i mum Fact or of Saf et y = 1 . 9b �.8 ft Behi�d wall Crest At Wall Toe LEGEND: PS= 20.� liips H= 16.e ft FY= 45.0 Hsi Sh= 7.0 ft Sv= 5.6 ft GAM PHI COH SIG pcf deg psf ps i 1 12�.0 34 0 18.0 Scale = 18 ft � Surcharge �� i File: 3SON21705 Page - 1 *************************************************** * CALIFORNIA DEPARTMENT OF TRANSPORTATION * * ENGINEERING SERVICE CENTER * * DIVISION OF MATERIALS AND FOUNDATIONS * * Office of Roadway Geotechnical Engineering * * Date: 02-17-2005 Time: 06:45:57 * ******************************************�******** Project Identification - SONNEALP 16.00 --------- WALL GEOMETRY --------- Vertical Wall Height = 16.0 ft Wall Batter = 0.0 degree Angle Length {Deg) (Feet) First Slope from Wallcrest. = 0.0 80.0 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 0.0 Fifth Slope from 3rd slope. = 0.0 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 = 4.0 ft End Surcharge - Distance from toe = 25.0 ft Loading Intensity - Begin = 250.0 psf/ft Loading Intensity - End = 250.0 psf/ft --------- OPTION #1 --------- Factored Punching shear, Bond & Yield Stress are used. --------- SOIL PARAMETERS --------- 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) 1 120.0 34.0 0.0 18.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. � ; � File: 3SON21705 Page - 2 --------- WATER SURFACE --------- NO Water Table defined for this problem. --------- SEARCH LIMIT --------- The Search Limit is from 0.0 to 48.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. --------- REINFORCEMENT PARAMETERS --------- Number of Reinforcement Levels = 3 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 5.3 in Punching Shear = 20.0 kips ---------- (Varying Reinforcement Parameters) --------- Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 20.0 15.0 3.0 1.00 1.00 2 20.0 15.0 5.0 1.00 1.OQ 3 20.0 15.0 5.0 1.00 1.00 S3, � File: 3SON21705 Page - 3 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) • (deg) (ft) (deg) (ft) Toe 1.964 4.8 65.8 7.0 78.7 9•8 Reinf. Stress at Level 1 = 44.185 Ksi (Punching Shear controls. . ) 2 = 39.728 ksi (Punching Shear controls. . ) 3 = 31.122 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 2.159 9. 6 48.0 8.6 68.2 10.3 Reinf. Stress at Level 1 = 45.000 Ksi (Yield Stress controls. ) 2 = 45.000 Ksi (Yield Stress controls. ) 3 = 35.680 ksi (Punching Shear controls. . ) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLRNE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 2.589 14.4 39.8 15.0 65.8 7.0 Reinf. Stress at Level 1 = 36.031 Ksi (Pullout controls. . . ) 2 = 45.000 Ksi (Yield Stress controls. ) 3 = 38.257 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 4 2.820 19.2 22.6 12.5 55.6 13.6 Reinf. Stress at Level 1 = 22.712 Ksi (Pullout controls. . . ) 2 = 36.314 Ksi (Pullout controls. . . ) 3 = 45.000 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 2.985 24.0 26.6 10.7 37.9 18.2 Reinf. Stress ati Level 1 = 20.366 Ksi (Pullout controls. . . ) 2 = 42.820 Ksi (Pullout controls. . . ) 3 = 43.810 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 6 2.956 28.8 12.5 14.8 41.6 19.3 Reinf. Stress at Level 1 = 0.000 Ksi � 2 = 19.275 Ksi (Pullout controls. . . ) `'�•� 3 = 45.000 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 7 3.101 33.6 13.4 13.8 32.4 23.9 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 21.371 Ksi (Pullout controls. . . ) 3 = 45.000 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 8 3.290 38.4 0.0 3.8 24.8 38.1 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 27.899 Ksi (Pullout controls. . .) 3 = 45.000 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 9 3.535 43.2 0.0 4 .3 22.4 42.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 23.143 Ksi (Pullout controls. . .) 3 = 45.000 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) NODE10 3.767 48.0 0.0 9. 6 22.6 41.6 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 8.408 Ksi (Pullout controls. . . ) 3 = 42.705 Ksi (Pullout controls. . . ) ******************************************************************** * For Factor of Safety = 1.0 * * Maximum Average Reinforcement Working Force: * * 13.692 Kips/level * **************************************************************�***** �N •� ■■ , . . � • � � � ��- ❑ � Date: ez-i�-zees Snail4�in 3 .10 File- aSOM21785 M i n i mum Fact o r of Saf et y = 2. 64 3.6 ft B�ehind wall Crest At 4Ja11 Toe LEGEND: PS= 28.0 l(ips H= 10.8 ft FY= 45.0 xsi Sh= 7.0 ft Sv= 4.2 ft GAM PHI COH SIG pcf deg psf psi 1 120.� 34 0 18.0 Scale = 18 ft � Surcharge Sl� ,� File: 2SON21705 Page - 1 **+***+**�********+******************+***�**��***** * CALIFORNIA DEPARTMENT OF TRANSPORTATION * * ENGINEERING SERVICE CENTER * * DIVISION OF MATERIALS AND FOUNDATIONS * * Office of Roadway Geotechnical Engineering * * Date: 02-17-2005 Time: 06:58:07 * **************��*�*******�*********�***��********* Project Identification - SONNEALP 10.0 --------- WALL GEOMETRY --------- Vertical Wall Heiqht = 10.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 0.0 80.0 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 0.0 Fifth Slope from 3rd slope. = 0.0 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 = 4.0 ft End Surcharge - Distance from toe = 25.0 ft Loading Intensity - Begin = 250.0 psf/ft Loading Intensity - End - 250.0 psf/ft --------- OPTION #1 --------- Factored Punching shear, Bond & Yield Stress are used. --------- SOIL PARAMETERS --------- 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) 1 120.0 34.0 0.0 18.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. S� , L File: 250N21705 Page - 2 --------- WATER SURFACE --------- NO Water Table defined for this problem. --------- SEARCH LIMIT --------- The Search Limit is from 0.0 to 30.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. --------- REINFORCEMENT PARAMETERS --------- Number of Reinforcement Levels = 2 Horizontal Spacing = 7.0 ft Yield Stress of Reinforcement = 45.0 ksi Diameter of Grouted Hole = 5.3 in Punching Shear = 20.0 kips ---------- (Varying Reinforcement Parameters) --------- Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 15.0 15.0 2.5 1.00 1.00 2 15.0 15.0 4.2 1.00 1.00 � �-.3 File: 2SON21705 Page - 3 MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) Toe 2.637 3.0 53.1 2.5 79.4 8.1 Reinf. Stress at Level 1 = 36.783 Ksi (Punching Shear controls. .) 2 = 33.262 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 2.976 6.0 25.5 4.7 77.3 8.2 Reinf. Stress at Level 1 = 43.957 Ksi (Pullout controls. . . ) 2 = 45.000 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 3.478 9.0 9.0 6.4 73.3 9.4 Reinf. Stress at Level 1 = 32.180 Ksi (Pullout controls. . . ) 2 = 37.657 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 4 3.561 12.0 7.9 7.3 61.9 10.2 Reinf. Stress at Level 1 = 24.212 Ksi {pullout controls. . . ) 2 = 33.416 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 5 3.541 15.0 7.6 7.6 50.2 11.7 Reinf. Stress at Level 1 = 18.455 Ksi {Pullout controls. . . ) 2 = 31.891 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 6 3.309 18.0 0.0 10.8 54.2 12.3 Reinf. Stress at Level 1 = 4.268 Ksi (Pullout controls. . . ) 2 = 16.172 Ksi (Pullout controls. . . ) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH • (ft) (deg) (ft) (deg) (ft) �l� �� NODE 7 3.028 21.0 0.0 10.5 43.6 14.5 Reinf. Stress at Level 1 = 0.697 Ksi (Pullout controls. . . ) 2 = 16.860 Ksi (Pullout controls. . . ) MINIMUM DISTANCE LOWER FAILIIRE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 3.061 24.0 0.0 12.0 39.8 15.6 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 11.327 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 3.286 27.0 0.0 10.8 31.7 19.0 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 15.169 Ksi (Pullout controls. . . ) MINIMUM DISTANCE LOWER FAILURE UPPEF2 FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LEN6TH (ft) (deg) (ft) (deg) (ft) NODE10 3.489 30.0 0.0 12.0 29.1 20.6 Reinf. Stress at Level 1 = 0.000 Ksi 2 = 11.205 Ksi (Pullout controls. . . ) ***************************************************�************�*** * For Factor of Safety = 1.0 * * Maximum Average Reinforcement Working Force: * * 7.932 Kips/level * *****************************************************************�** ;5",O SONNEALP 18.5 HT-4 ROWS GRADE 75 #6 4.44 21 HEIGHT OF WALL ft 18.5 #7 0.60 27 IN-SITU DENSITY 120.0 #8 0.79 36 PHI ANGLE 34.0 #9 1.00 45 HORIZONTAL SPACING ft 7.0 #10 1.27 57 VERTICAL SPACING (ft 5.0 #11 1.56 70 SURCHARGE kips 2.5 #14 2.25 101 BOND S7RESS si) 18.0 DIA. OF HOLE (in 5.3 FACTOR OF SAFETY 1.4 Ka 4.283 FAILURE ANGLE 62.0 DESIGN PRESSURE Xh s 23.7 NAIL LOAD (ki s 15.4 BOND STRESS psfl 2592 ADJ. DIA. OF HOLE (in) 5.775 SERVICE NAIL LOAD(kips) 18 FS NAIL LOAD kips) 24 UNBOND LENTH (ft) 9 BONDLENGTH ft) 6 TOTAL LENGTH (ft) 15 ADJUSTED 70T. LENGTH (ft) 20 BAR SIZE #7 �J. I SONNEALP 16 HT-3 ROWS GRADE 75 #6 0.44 21 HEIGHT OF WALL ft 16.0 #7 0.60 27 IN-SITU DENSITY c 120.0 #8 0.79 36 PHI ANGLE 34.0 #9 9.00 45 HORIZONTAL SPACING ft 7.0 #10 1.27 57 VERTICAL SPACING (ft 5.0 #11 1,56 70 SURCHARGE ki s 2.5 #14 2.25 101 � BOND STRESS si 18.0 DIA. OF HOLE in) 5.3 FACTOR OF SAFETY 1.4 Ka 0283 FAILURE ANGLE 62.0 DESIGN PRESSURE Xh 5 23.7 NAIL LOAD ki s) 13.3 BOND STRESS s 2592 ADJ. DIA. OF HOLE in) 5.775 SERVlCE NAIL LOAD kips) ` 16 FS NAIL LOAD{ki s) 21 UNBOND LENTH (ft 8 BOND LENGTH (ftj 5 TOTAL LENGTH (ft) 13 ADJUSTED TOT. LENGTH(ft) 95 BA�:�SIZE #6 ss,z SONNEALP 10 HT-2 ROWS GRADE 75 #6 0.44 21 HEIGHT OF WALL ft 10.0 #7 0.60 27 IN-SITU DENSITY 120.0 #8 0.79 36 PHI ANGLE 34.0 #9 1.00 45 HORIZONTAL SPACING ft 7.0 #10 1.27 57 VERTICAL SPACING ft SA #11 1.56 70 SURCHARGE ki s 2.5 #14 2.25 101 BOND STRESS si 18.0 DIA. OF HOLE in 5.3 FACTOR OF SAFETY 1.4 Ka 0.283 FAILURE ANGLE 62.0 DESIGN PRESSURE Xh s 23.7 NAIL LOAD (ki s 8.3 BOND STRESS sfl 2592 ADJ. DIA. OF HOLE in) 5.775 SERVICE NAIL LOAD(ki s) 11 FS NAIL LOAD(kips 15 UNBOND LENTH (ft 5 BOND I.ENGTH ft 4 TOTAL LENGTH (ft} 9 ADJUSTED TOT. LENGTH (ft) 10 BAR SfZE #6 ' FACINCi DESIGN-SONNEALP c 6.�j NAIL HEAD SERVICE LOAD Ff .97 0.7 � 0283 HEIGHT Of WALL ft 20 INSITU DENSITY 1 HORIZONTAL SPACING ft T.0 VERTICAL SPAC�NG ft 5 NAIL SERVIGE LOAD. . -..��':F..� fLEXURE 3TRENGTH VERTICAL SPACING R 5 HOR.SPACING R 7 MESH 4 4 4.0 4.0 WALER BAR3 dla-In 1 0.63 0.31 VERTICAL REIN. dia-In 1 0.50 020 WALL THICK III 6 NOTE:IGNORED GROUT COLUMN 6TEEL COMRIBUf10N GROUT HOLE i� 4 BEARING PIATE 8 8 0.5 STEEL GRAOE I 60000 SHOTCRETE I 4000 Cf Table 42 .89 1•50 NAIL HEAD STRENGTH FACTOR 0.60 YERTICAL DIRECTION HORIZONTAL DIRECTION � As NEG t .in 0.99 M NEG s .In 1.48 As POS .In 0.60 As POS � .In 1.46 Mv NEG AHMn 2833 Mv NEG iNNin 2975 Mv POS �1-IMn 1747 Mv POS iNNln 2975 NOM.HEAD KI 77 NOM.HEAD KI s 45 DESIGN HEAD KI 45 ALL NAJL iIEAD � k'37 ?:�.�: PUNCHING SHEAR Cs Table 4.2 .68 1.5 D'c In 54 Dc In � Ac s .In. 314 A c s .In. 13 Vn KI 87 NOM.HEAD ki 73 • ALL�NAILHEAD 10 ,..'?.: aF�-a s- ��; ;d1L.LOWABLE.__ �,��-�� BEARING PLATE 0 OUTSIDE DIA �N PL FOR ASSUMED PLATE SOIL NAiI NUT ANCHOR THICIQJESS "t' NAIL LOAD(Kips) 'dhn a'(IN) 'dkn b"(IN) (INCHES) 30 2.0 1.5 0.5 CG NET AREA CIRCUM bearing OF NET UNR LOAD ON NET SEE ROARK 3 ULT NET CALC'D BEARING ARFJ1 pressure BRG AREA AREA CG CIRCUM polssons YOUNG TABLE momeM (dim a+n�im b)(1 N"2) (klfn^2) (IN) (K/1N) ratb Y c9 c8 (in-KipYn 5.301 5.659 14.609 2.053 0.3 0.196 0.847 -2.00 - AASHTO SPECIFICATIONS OSU CE 831 MIN 831 EQ AASHTO EQ(9-RADIUS OF 328 PL REQ'D 40)REQ'D Ab BRG AREA MIN'Y"FOR AASHTO Mn P�� fc�.6F'C C7R HOLE EQ(9-01)ntt =P/2'PI(1- YIELD UNE THICK RE�UIRED THICK(IN) (IN^2) (IN) �.OB`SQR (EWPo) 2R/3r) CIRCUM QN) 0.47 5.229 1.492 0.54 3.183 9.d25 0.63 DEVELOPED LENGTH VERTICAL 8AR5 Ld20 In 3.0 75Db In 7.5 7.5 d In 3.0 X TpTAL REIN. 0.40 Lvb In 25 WALER BARS L In �Z Ld= 1.7 Ldb 20 SPLICE LTN Itt `�.,.'� : YO.';; *�`� MESH 1.6 Ldb In 4 Swire+2 in 6 8 In B SPLICE LTH In �.'� .: 8-.�"';'� � COGGINS & SONS, INC. ��Y�� - Caisson Drilling, Excavation Shoring, Tieback Anchors COG('iINS&SONS,INC.,SHORING DESIGN REFERENCE MATERIALS APRIL 16,2002,BY STANLEY H. SMTTH,PE AND JOHN H.HART,PE SHORING DESIGN REFERENCE DOCUMENTS&BIBLIOGRAPHY 1) PECK,HANSON&THORNBURN,"FOiJNDATION ENGINEERING",SECOND EDTITON, 1973. 2) GROUND ANCHORS taND ANCHORED SYSTEMS,GEOTEC�INICAL ENGINEERING CIRCULAR NO.4,FHWA OFFICE OF BRID('TE TECHNOLOGY,JUNE 1999. 3) JOSEPH E.BOWLES,"FOUNDATION ANALYSIS AND DESIGN",FOURTH AND FIFTH EDTITONS, 1988&1996. 4) BRAJA M.DAS,"PRINCIPLES OF FOUNDATTON ENGINEERING",SECOND EDITION,1990. 5) HOLTZ AND KOVACS,"AN IN'I'RODUCTTON TO GEOTECHNICAL ENGINEERING",1981. 6) ROBERT M.KOERNER,"DESIGNING WI"TII GEOSYNT�IETICS",THIltD EDTTION, 1994. 7) NAVFAC 7.01,"SOIL MECHANICS",SEPTEMBER, 1986 8) NAVFAC 7.02,"FOUNDATIONS AND EARTH STRUCTiJRES",SEPTEMBER, 1986 9) HANNA,"FOUNDATTONS IN TENSION—GROUND ANCHORS". 10) FHWA/RD-82/047,""TIEBACKS",JLTLY 1982. 11) PTI,"POST-TENSIONING MANUAL",FIFTH EDITION,1997. 12) PTI,"RECOMI��NDATIONS FOR PRESTRESSED ROCK AND SOIL ANCHORS",THII2D EDTTION, 1996. 13) ASCE,"SERVICEABILTTY OF EARTH RETAINING STRUCTIJRES",GSP#42, 1994. 14) FHWA,FHWA-RD-'75-128,"LATERAL SUPPORT SYSTEMS AND iJNDERPINNING",APRiL 1976, VOLUMES I,II,III. 15) ASCE,GEOTECHNICAL SPECIAL PUBICATION NO.74,"GUIDELINES OF ENGINEERING PRACTICE FOR BRACED AND TIED-BACK EXCAVATIONS". 16) ALAN MACNAB,"EARTH RETENTION SYSTEMS HANDBOOK",2002. SOIL NAII.ING REFERENCE DOCUIvI�NTS&BIBLIOGRAPHY 1) ASCE,"SOIL NAILING AND REINFORCED SOIL WALLS", 1492. 2) FHWA/GOLDER PUBLICATION#FHWA�A-96-069,"MANUAL FOR DESIGN AND CONSTRUCTION MONTTORING OF SOIL NAII,WALLS",NOVEMBER 1996. 3} ASCE,"GROiJND Il�IPROVEMEN`I'!GROiTND REINFORCEMENT/GROUND TREATMENT" SPECIAL PUBLICATTON#69,NLY 1997. 4) XANI'HAKOS,ABRAMSON&BRUCE,"GROiIND CONTROL AND IlVIPROVE1vIENT", 1994. 5) FHWA-IF-03-017"GEOTECHNICAL ENGINEERING CIltCULAR N0.7-SOIL NAIL WALLS", MARCH 2O03 SOFTWARE 1) CALIFORNIA DOT,"SNAIL PROGRAM",VERSION 2.11-PC VERSION. 2) RISA TECHNOLOGIES,"RISA-2D VERSION 4.0,RAPID IN"I'ERACTTVE STRUCTURAL ANALYSIS- 2D,FRAME ANALYSIS. 3) GEO-SLOPE IN"I'ERNATIONAL,"SLOPE-W',VERSION 517 SHORING DESIGN REFERENCE DOCUMENTS&BIBLIOGRAPHY 1) AMERICAN INSTTTUTE OF STEEL CONSTRUCTION,"MANUAL OF STEEL CONSTRUCTION— ALLOWABLE STRESS DESIGN',NIN'IZ�EDTITON, 1989 2) AMERICAN INSTTTUTE OF STEEL CONSTRUCTTON,"MANUAL OF STEEL CONSTRUCTION— LOAD AND RESISTANCE FACTOR DESIGN",T�IIRD EDTITON,2001 3) ACI 381-99/318R-99,"BUIDING CODE AND COMI��NTARY", 1999. 4) ANSUASCE 7-45,"MINIMUM DESIGN LOADS FOR BUII,DiNGS AND OTHER STRUCT"iJRES". 5) ACI,"BUII,DING CODE REQIJIREMEN"I'S FOR STRUCT[TRAI,CONCRET`E(ACI 318-99)AND COMIv�ENTARY(ACI 318R-99). 6) ANSUAF&PA NDS-1997,"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". 9512 Titan Park Circle• Littleton, Colorado 80125• (303) 791-9911 • FAX (303) 791-0967 http://cogginsandsons.uswestdex.com �� MAR-25-2005 16�50 H—P GEOTECH P.02i02 1 ic.',��t'..,,. � .r��.„u, i.. :�,i�:..�...,.< � in:. =�;:?l.�(:;�un�� i:�rai{ i;y � ::iit:Ct\��n�,n; .`+��:i�i.�,.,. l,t,�li�;;�.;,�•':h��: �'�� :> ��tl(-: �'- ,�)� �'�)�:��, !l'. ;-;.=',r'WOR7Fi-PAWLAK GG07�CH(�lIGA� ��ax:c>•;�,..;;-, ,.s;.,;:; �titL�ll� I.j��,��..�,�;.r�[ly`��:��;rCJ�.....��- M��rt,h 2S, 200� Sor��z�3�a1� Resort At��,: :lohann�s I'aesslcr 52 1��„tst Meaciow Drivc Vai!, C'olorad� HIfi57 1czEz ;�o. J 02 22� S�ihje�;t: Review of Propc�secl Cul Slc��e Adjaeci�t i.a tl�e`I`ali�yn�i�, Prc7�7osecl � Soz�nenalp Hote1 Aclditiozi, �2 Meadow D��ive, Vail, C<�ior�c{o I�e�:r Mr.. i�ae5slex-- As r-��'sted by I)an Meelc with Tlie Weitz C.ornpany, wc k�ave�°e.viewed the ��rc��asecl excav��tion pla�is along the iiorth si�le of the existi�l�Tal.ism�n bu�4ding f�>r te.t��p<�rtiry slo}�e staUziity coz�clitions. We previously cotac�ueted a suUsc�il stuc�y it7s' thel�c?f.cl ��c�diticm anci ��r�sente<i ot�r findir�gs in a report dated Dece»zber �, 2UQ�, :f c�h No, i()2 �}?..3. A cut bei:wcei�about 12 to 16 feet high is proposcd fc�r the 3�e��- fout�ciation e>!�lkle additit>n loc�.�tcd about 22 tc> 3U fe�t from thc�1'a]islnan. A eoncrete sidewafk �b��ut 1? feet wide aclj��c:c,�iit the T�lis�x�an is pro�osed to be lcft i�.��lace. 'T'l�e cut slo��c is prci�os;°c� cc� hc slo�?e:cl�n<1 covered with sl�otcret.e. Tiie soiis ei�eoui�terecl in Bc�ri�i�,s 4 �►tld S. li�e<<tecl t�ear thc�.�zorth side of ttze Talisix�an, encc�ui�terec� t�bo�rt G to 7 feet c�f haekfilJ anci c:,3:ry soils ovf>rlying relativ�l� dense sancl and �;ravel with cobbles. GT'Ol1l7C�\�'�tCi'WiiS Ci`1c.ou��i.ered �t a clF:,�i�t:h of�bi��it 18 feet. n t�rn��orary c:��t slope of typieally 3/�lori•r..ontal to l vertie�l a�1c� eove�-ed wi.!(� �he}lc;r�:te shisi�ld ha�ve adeqz�ate stability ag�inst she�r failure. The tc>p of tk�e cut shc�uld st�3�-t �t t��e c�utci�ed�e oftl�e sidewalic �nd slope ciowi�ullifon�jly t.o near tl�e c:cl�c o��the��y°o�c�s�d fc�i�<iiig. Wc sl�oLFicl ohtiervc tb�: cut slopc du�-ing the cxcavati��a fc�r 5tahility c��c�ciitioris. [f waic.r see�age.i� encountcred, dew�terin� will be nceded_ 'I�llc:rc: ci�ulcl be sc�r;'�e' setLi":�ne�,t of the e�uter��rt of tlic exisliYi�sidcwalk. I�'�;or� have any cluestic►ris or i('we ca�� f�e of furtl�er as�ist�,nce, please li:t us �:��c��r�. Si��cr.rcly, I�:L.E'WOR'T'. �.�a��. TECIINICI�L, iNC�. ,`�,� �,� 'r� ' o � F ., �. .. `� �: � 5222 a�' ! ' v SI.�,vei� I.. vc�> � i�� •�� f°o��`�a �r�d9, io,vA��°�o sj.,�>�d'b �r y��mq9A�' P � � f Q- � Q�<<tes I�ltertiaticmal Attn: M.icl�acl !'c�stcr ��,: J�esort D The Weitz Ccnnp�.r�y 11ttn: D�t� Meck i'ar1:c;;• 303-g41-7�19 • (1oloradoSF�rin�s 719-6.33-5�62 • Silvcrcl�c�rr'�c �)%�:;-4FJ�i-1S�89 TOTAL P.02 MAR-30-05 WED 09;09 AM FAX N0, P, 02 �3/29/2006 99:01 3036236602 M�NROE hIEWELL PAGE 02/92 v,�i�, co�ar1ee Denver, C.ofor�do Dlllnn, Go1�r,iJo Manxoe 8� N�e�ve�� Er►f��rx:t;rs,z:�c. March 28,2005 Resort Desis�,Associatcs 1434 Spruc�Street Bouldex,GO 80302 Attn: Mr. Mike FosteX Re: Sonnenalp Hotel Addition,'V'ail, Colorado(MBcN#5586.04� Genilemexa_ Monro�and Newell Enginecrs,Inc.hxs re�riewed the impaet of t�e building e�ccavation on the existing Sonnena,lp 1-�ot�l and Talism.an Lodge_ '�he xequired�cc�,vation neaz the Talismara l..adg�is not close�nough to impact the structure�d t1��-eforc thc frost protection is not compromised. The ncw strueture da�,s ti�into the existimg Sot�nenalp Hotcl hut thc excavation docs not extend below the existing Faur►dation. The locations where frost prot��tian is affectcd are inside the new garage and the�rafore frost protection is not required. Any additional loadi.�g on the e�c�st�z�g stxucture and�oundation will be analy'z�d a.ad xequired modificatio�ns to t�te eXisting structure will be detailed. . If you have any questions or cQmments,please call. very truly yours, MQNROE&I�E'W'ELL BNGTNEERS,YNC, �@paNA1p.�0�9 � �o:o . ;� : : rai Carroll,P.E. ' ' Principal Srow,�, =•�40 . �.".'• � �F COL� 0 2 �� % .; ZQ()5 PiacinVmSponsor Tho Colondo C��p�c�of 7}td/llnetican Inslitute of Archibctb w�vw.monrbc-new2]I.CG[ri 7p $�nclirnark R�isil + SlliCb z04 • P.O. Sox ],597 � AvOr1, Goio<<tclo A16z(� AUG/18/2006/FRI 04;29 PM N�CCOG FAX No, 9704681208 P, 001/001 �;e, /,.^J9��,�i� �'�`�``.�`" � �Y iOi�)!L`� �': ♦ �v. . v� ) ` S . . • . 'q` � : t 3 : �OU�C�t GF G6V6`.(2N��f�T�°•`R� ; } ., i .� � .. } ,� t � � . �e;%. �'e'ri / � y.�,L : Y Q � s $ � 5' i � �: .�i.�x�9"R; e v # : ,res�'r i e�y 3a:e.ai. i � �. � ' � a �t�f�'�'°r . 'Y �e � i � $ ..Z! < { •� �, � ��i To: Charlie bavis,Town of Vail Bldg. Off. �rom: Mike Stewart, Eievator Inspector 970��468�0295 ext. iQ$ or elevator@nwccog.co.us pabe: s�ls/z.006 Proje�t Name: Son�enalp Resort o5- O o�-Co ❑ �leva�ar Plan Review �Elevatar Test and Inspection Location: 20 Vail Rd, Vail, �o Permit l�umber: NWCCOG 05--139 Eleva�r Type: �lydraulic Passenger ❑ Th� plans have been reviewed �nd found�o corif�rm fio all applicable ANSI 17.1 and IBC eodes C��The Elevator at the abotie [ocation was inspec.ted and fested on 8/i8/Z006 and a: !� T�MPORARY Gerqficahe has been issued. ��FINAL Inspecrion Cetfificatie has been issued. � ❑ NO tertlficate is being issued. ❑ FOR CONSTRUCTION U5E OIdLY Comments: Signature Na�thwest Calorado Coundi of Govemments t PO Box 23d8 ♦ SiMetthame ♦ CO ♦ 80498 970-468-0295 ♦ Fex 970-46$-1208 � www.nwc.cog.cd.us 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 #: A05-0102 �c•� G�%�� Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.....: SONNENALP HOTEL ADDITION Applied . . : 11/16/2005 Parcel No...: 210108204001 Issued . . . 12/09/2005 Project No : ,:, ; �j; , �,;��t c( Expires . .: 06/07/2006 OWNER SONNENALP PROPERTIES INC 11/16/2005 20 VAIL RD VAIL CO 81657 APPLICANT ENCORE ELECTRIC 11/16/2005 Phone: 970-949-9277 P.O. BOX 8849 AVON, CO 1060 W. BEAVER CREEK RD. AVON, CO 81620 License: 668-S CONTRACTOR ENCORE ELECTRIC 11/16/2005 Phone: 970-949-9277 P.O. BOX 8849 AVON, CO 1060 W. BEAVER CREEK RD. AVON, CO 81620 License: 668-5 Desciption: Sonnenalp redevelopment-PULLING WIRE FOR ALARM SYSTEM Valuation: $29,800.00 ***************************�***********�**************************** FEE SUMMARY ************************************************************ Electrical---------> $0.oo Total Calculated Fees—> $1,349.50 DRB Fee---------> $0.00 Additional Fees----------> $1,324.50) Investigation----> $o.0o Total Permit Fee--------> $25.o0 Will Call---------> $o.o o Payments------------------> $2 5.0 0 TOTAL FEES--> $1,3 4 9.5 o BALANCE DUE--------> $0.o 0 *�************************************************************�************�***********�*�********************�:********+******�****************** Approvals: Item: 05600 FIRE DEPARTMENT 11/28/2005 mcgee Action: AP *******************�************�**�********************************************************************�******�****+******************�********* 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 structur ccording to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes d o her ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR NOURS AD CE BY TE EP O E A ROM 8:00 AM-5 PM. �� SIGN URE OF OW ER O CONTRACTOR FOR HIMSELF AND OWNEF **************************************************************************************�***** TOWN OF VAIL, COLORADO Statement ********�***************************************+*�:*************+*�x�*****�***********�****** Statement Number: R050002128 Amount: $25.00 12/09/200508:39 AM Payment Method: Check Init: LC Notation: #1394/ENCORE ELECTRIC ----------------------------------------------------------------------------- Permit No: A05-0102 Type: ALARM PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP HOTEL ADDITION Total Fees: $25.00 This Payment: $25.00 Total ALL Pmts: $25.00 Balance: $0.00 ******************************************+***********************:x*******�********�x**�x***** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 25.00 ----------------------------------------------------------------------------- i I _ �. APPLICATION WILL NOT BE ACCEPTED IF iNCOMPLETE OR UNSIC� R� �o �`�,Q �+C Project #: �`'a��"� Building Perm�t #: Bo S oo z� Alarm Permit #: A-� 5�°ca-�-� �� 970-479-2135(Inspections) �'r�t��-- 710WNOFYAIL TOWN OF VAIL FIRE �4LARM 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. ONTRA F M Fire Alarm Contractor: Town of Vail Reg. No.: Contact and Phone #'s: ��n� �LCLT(�-�� -• (a(Q 8 - S ��[-s-N �-tKP�tz �-{?� - t�t l3 E-Mail Address: ,r.�.c.,v-��L� . �;,-.�,.,r e.,,��o�c-e-<<c�r��. • Corc� Contractor Signa r �� o COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) � Fire Alarm: $ �g gUa Contact Ea /e Coun Assessors Office at 970-318-8640 or visit www.ea le-coun .com for Parce/# Pa rcel # 2.( o �o f3 �'-� p O 1 Job Name: �° t Job Address: � U�'=`" �� JQIr�1r�c.�••�� 1.�c�T�� 1 fc►�'( C'S� . S�b S? Legal Description Lot: Block: Filing: Subdivision: I Owners Name: �h�} Address: Phone: I t=fSS c.IE..CZ. ?�C3 V AZ�- ��-� Engineer: �Q S '�hSr I��S Addr ys�.�6t1z3p�� eo� Phone: �07- (o Z? -<o Z� Detailed Location of work: (i.e., floor, unit #, bldg. #) I�tw (.,.��N,` Ot�TO tz��r�V SoNN f�t�Prc-l� l-�OT6..l.._ Detailed description of work: f��►"�2 H�t+s 1'�� F�• �a-�''^zT Fo z. v�.vs�s+ P��¢A+�`;N�, F,��, �.�,�q(tM Lp.Qt.E. Su�P�Y ANA PCVLc,�. tKSrA�u-l�-T'��- Tl'�Sti t��e-RtY�.1..T ZS F�� P��L� �O i�C�� S�pP l.��E.O F.i>. CAQc.Ft A�ND hlP�Z.T ZrLSrtK.t,^r7�� pN�� • Work Class• New�, Addition ( ) Remodel ( ) Repair ( ) Retro-fit( ) Other ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-farr�ily ( ) Commercial � Restaurant( ) Other ( ) No. of Existing Dwelling Units in this building: p �No. af Accommodation units in this building: Does a Fire Alarm Exist: Yes ( ) No ( ) �Does a Fire Sprinkler System Exist: Yes ( ) No ( ) **x�:�:*��:*��**s�:*��*�,�x�xxx**x�**;�X*��:FOR OFFICl� USE ONLY��:x�*�x*�:,�*x**+�:�,�*:�*X*,��***+*:�*�:*x � �� ' Other Fees: Date Received: Public Wa Permit Fee: Acce ted B : �� Occupancy Group: ��v��l�r�ara\rriov\FCIRMS\PFRMTTS\ALRMPERM.DOC O7/26/2002 1 TOWN OF VAIL FIRE DEPARTMENT PROCESS FOR COMMERCIAL & RESIDENTIAL FIREALARM SYSTEMS Commercial and Residential Fire Alarm shop drawing requirements at time of submittal must include the following: �/ A Colorado Registered Engineer's stamp. -� Device locations on reflected ceiling plans. ✓ Typical device wiring diagrams. � Battery calculations. � A list of specific device model numbers. �✓ Equipment cut sheets of each type of device. � The number of each type of device. ✓ Information indicating the specific zones. � Circuit diagrams. �— Point to point wiring diagram. � Wiring type, size, and number of conductors. ✓ The source of AC power circuits. � Fire alarm panel locations. ✓ Knox Box location. � Information indicating monitoring method and monitoring agency. � Information regarding property managers and contact numbers. ✓ Owner's primary residence location and contact numbers. � Instructions for fire alarm system operations and any pertinent code numbers for proper operations. This check list has been provided to ensure that our review process may be handled in a timely manner. I have read and understand the above listed submittal requirements: Project name: s cNK� �-? ��z'�`-' Contractor Signature: �� Date Signed: < �� oS � _ 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 � � � D �D� ALARM PERMIT Permit #: A05-0065 ;1 ,BD�Od�-</ �� Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.....: SONNENALP Applied . . : 08/24/2005 Parcel No...: 210108204001 Issued . . . 09/26/2005 Project No : �r D�.v�� Expires . .: 03/25/2006 J OWNER SONNENALP PROPERTIES INC 08/24/2005 20 VAIL RD VAIL CO 81657 APPLICANT ACME ALARM COMPANY 08/24/2005 Phone: 970-625-3398 P.O. BOX 883 RIFLE CO 81650 License: 154-5 CONTR.ACTOR ACME ALAR.M COMPANY 08/24/2005 Phone: 970-625-3398 P.O. BOX 883 RIFLE CO 81650 License: 154-5 Desciption: Sonnenalp redevelopment-NEW FIRE ALARM SYSTEM Valuation: $71,600.00 ****************************************�***�*********************** FEE SUMMARY **************�**************�****************************** Electrical--------> $0.00 Total Calculated Fees--> $2,917.o0 DRB Fee---------> $0.00 Additional Fees----------> $0.o0 Investigation----> $o.oo Total Permit Fee--------> $z,91�.o0 Wi11Ca11---------> $3.00 Payments-----------------> $2,920.00 TOTAL FEES--> $2,917.00 BALANCE DUE--------> ($3.00) ****************************************�*�****************************************************************************************************** Approvals: Item: 05600 FIRE DEPARTMENT 09/O1/2005 mcgee Action: COND 1. Identify source of red line notes (Acme or HAI) 2 . Why are General and Safety Notes no longer applicable? 3 . Add manual pull station in garage as shown 4 . Explain control and sequence and interconnect between the FACP in the new Fire Command Room and the existing Hotel FACP and One Wilow FACP. 5. Plans are approved on basis elevator lobbies will be installed per Achitect. 6. Any change to scope and sequence (tenant finish vs hotel rooms, etc) will reuire minimum of "core and shell" detetcion. Any change short of full compliance is subject to AHJ approval. 7. Approval is granted as noted for garage and necessary control equipment only. 8 . Plans are not on reflected ceiling plans as required. All future submittals must show ceiling heigth, obstructions, beams, etc. . Failure to comply will result in denial of permit and additional plan check fees. **********************************�***************�*****************************�***********************�******************************�********* 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. SIG OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF �[ . ***************************************��***************************�*********************** TOWN OF VAIL, COLORADO Statement ******************************************�*******�***�*****************�x******************* Statement Number: R050001579 Amount: $2,920.00 09/26/200511:43 AM Payment Method: Check Init: LT Notation: Acme Alarm / ck 6121 ----------------------------------------------------------------------------- Permit No: A05-0065 Type: ALARM PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP Total Fees: $2, 920.00 This Payment: $2,920.00 Total ALL Pmts: $2,920.00 Balance: $0.00 ***********************�x***************�************************************************+*** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 FIRE ALARM PERMIT FEES 2,685.00 PF 00100003112300 PLAN CHECK FEES 232.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- �1I12i�ft'� APPLICATION WILL NOT BE A IF INCOMPLETE OR UNSIG,P�L� __ ��Y� Project #• y `�� - .�' _ Q�'Z Building Permit #: � 04�' � � �C°k� Alarm Permit #: '_ � �� y 970-479-2Z35(InspectiOns) TOWNOFYAIL TOWN OF VAIL FIRE ALARM PERMIT APPLICATION ommercial & Residential Fire Alarm shop drawing� req�t time of 75 S. Frontage R ap�lication suhmittal and must include in mation listed on the Vail, Colorado 8 ��; ,,. 2" . pag, of this fc�"�'rt. Application will not be�ccepted without this �infprma� � �-, � CONTRACTOR INFORMATION , � � Fire Alarm Contractor: Town of Vail Reg. No.: Contact and Phone #'s: ' l5'YS' C'/;;�f -G;��-33�� T��-s3�5� �c n�c� I�lc�.rn �i i�r�� E-Mail Address: r�rrfs c.i��lEcx�a�►ti1.�c�j�t Contractor Signature: _, _ c.-, ; —�-T��z.�'a� COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) � Fire Alarm: $ ~Jr �' Contact Ea /e Coun Assessors Office at 970-328-8640 or visit www,ea le-coun .com for Parce/# Parcel # ;,�j�/��'r/�/ Job Name: ��T Job Address: „'�'� �J�-t�I /�� li/I�IICc�n r( � I Jr�� r Legal Description Lot: Block: Filing: Subdivision: I Owners Name:Scn.�w.utlP �,�f��c� Address: ?� e�cv( . ,�( �Q Phone: �79-�`��/'j I Engineer: ,i�� 5 �SSCC,cit��s Address: �C�*��:�.�,'e•�-fQ� � �}`� Phone: -' rcr�,z ,:1�i� Ci� �zx��U ��3 '�:39—c�Y�S Detailed Location of work: (i.e., floor, unit #, bldg. #) /V��:d !`��i�rC�1 Detailed description of work: �(,��7� �5l�3'� k (/`' e� atv� �c� ��L� I, 1 �`. �1.,�u, o�� i�l�Y,�t sfi�,.�r Work Class: New (� Addition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial (�J� 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 �:�x�:�:*��xx�*x��x*��*x*�,�**�*�:�FOR OFFICE USE ONLY�*�:��:�x*x**�***��x*,��:��,�,�**,�,�*:��:�X Other Fees: Date Received: Public Wa Permit Fee: Acce ted B : Occupancy Group: ��v�il\riata\rrlav\F(1RMS\PFRMTTS\Al_RMPERM.D�C O7/2(/ZOO2 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 #: A05-0065 �C`}"-��O-�Cp Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.....: SONNENALP Applied . . : 08/24/2005 Parcel No...: 210108204001 Issued . . . 09/26/2005 Project No : �� j �;( {;;��( � Expires . .: 03/25/2006 OWNER SONNENALP PROPERTIES INC 08/24/2005 20 VAIL RD VAIL CO 81657 APPLICANT ACME ALARM COMPANY 08/24/2005 Phone: 970-625-3398 P.O. BOX 883 RIFLE CO 81650 License: 154-5 CONTRACTOR ACME ALARM COMPANY 08/24/2005 Phone: 970-625-3398 P.O. BOX 883 RIFLE CO 81650 License: 154-5 Desciption: Sonnenalp redevelopment-NEW FIRE ALARM SYSTEM Valuation: $71,600.00 ***�*********�****************************************************** FEE SUMMARY ***************************x***�**************************** Electrical---------> $0.0o Total Calculated Fees--> $2,9i�.00 DRB Fee---------> $o.o o Additional Fees----------> $17 7.o 0 Investigation----> $o.oo Total Permit Fee--------> $3,094.00 Will Call---------> $3.00 Payments------------------> $2,920.00 TOTAL FEES--> $2,917.00 BALANCE DUE--------> $174.00 *********************************************************�********************�*****************************�:********:�*******************�******* Approvals: Item: 05600 FIRE DEPARTMENT 09/O1/2005 mcgee Action: COND 1. Identify source of red line notes (Acme or HAI) 2 . Why are General and Safety Notes no longer applicable? 3 . Add manual pull station in garage as shown 4 . Explain control and sequence and interconnect between the FACP in the new Fire Command Room and th� existing Hotel FACP and One Wilow FACP. 5. Plans are approved on basis elevator lobbies will be installed per Achitect. 6 . Any change to scope and sequence (tenant finish vs hotel rooms, etc) will reuire minimum of "core and shell" detetcion. Any change short of full compliance is subject to AHJ approval . 7 . Approval is granted as noted for garage and necessary control equipment only. 8. Plans are not on reflected ceiling plans as required. Al1 future submittals must show ceiling heigth, obstructions, beams, etc. . Failure to comply will result in denial of permit and additional plan check fees. �*�***********�*�****************************************************�*********************:�**�:***:�***************�*�**************************** 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'1'WENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF � ***************+*****�****�****************�****�*****+*************+*********************** TOWN OF VAIL, COLORADO Statement ***********************************************************+****************�***�***�******* Statement Number: R080001605 Amount: $174.00 09/10/200801:10 PM Payment Method: Check Init: DDG Notation: Acme Alarm 9103 ----------------------------------------------------------------------------- Permit No: A05-0065 Type: ALARM PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP Total Fees: $3, 094 .00 This Payment: $174 .00 Total ALL Pmts: $3, 094 .00 Balance: $0.00 *************************��***************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ **WAIVED FEES** WAIVED FEES 3 .00 BP 00100003111100 FIRE ALARM PERMIT FEES 174 . 00 WC 00100003112800 WILL CALL INSPECTION FEE -3 . 00 ----------------------------------------------------------------------------- ��1 f)�i iGP-(� � c�� APPLICATION WILL NOT BE A F iNCOMPLETE OR UNSYG �� Project #: � - Q4t Z Building Permit #: � � �� Afarm Permit #: 970-479-ZI35[Insvec i ns1 '� TOWN OF VAIL FIRE ALARM PERMIT APPLT TION �'OWN QF YAIL time of ommercial & Residential Fire Atarm shop�drawing req 75 S. Front�ge R lica ' ittal an t in de ' tio ted on the l/ail, Colorado 8 af..,.th.is�. �� i��h�o�ut this inf m t .y ,�w�� C �' p�INFO MA f�IV .F: � � �`�'� . Fire Alarm Contractor: Town of Vail Reg. No.: Contact and Phone #'s: �C�ivtP f�la�-rvt �2 �. /5'y�5` C`%.,�f -G��-3.3�-r�' ��-53'S�S� � E-Mail Address: �;,r�f� . ck�r+'iecx�czi'r✓�.Co�� Contractor Signature: �.�C-- � -�_-� z�� COMPLETE VALUATIONS FOR AlARM PERMIT (Labor & Materials) � Fire Alarm: $ �C � Contact Ea /e Coun Assessors Office at 970-328-8640 or visit �vww.ea le-coun .com for Parcel# I Parcel # �Q/(�/Y��/C�l/ 1 Job Name: Job Address: � ��N� lZ� ,`�fsr�itQric�l� il l �7 Legal Description Lot: Block: Filing: Subdivision: � Owners Name:S��n��/P ,.. -��c� Address: 2� dn:l . ,�( ('Q Phone: �'7'9-SyQ� I � Engineer. ��►e5 F15sa� � Address: ,;26�0.� � P.,f,/Q�.`cf�1�p °-�)`/ Phone:/��g� ,Sr_�q'�y�5 �Q�,y�rl�,[� �V O��IJ�� Detailed Location o�work: (i.e., floor, unit #, bldg. #) � ��.t! ��r��l ' -{� cxv D�� etailed description of work: �j�� `c��3`� " ��` � uyn ,�� r`:�� sfi�� Work Class: New (►� Addition ( ) Remodel ( ) Repair ( ) Retro-fit( ) Other ( ) Two-famil Multi-famil Commercial Restaurant( ) Other ( ! Type of Bldg.: Single-family ( ) Y ( ) v � � 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 �:�::��:�:�:*+:*rx*�x*******;:***************�*FOR OFFICE USE ONLYiF3"�i'Ir�e�G�t:�fFX1F:F1F�e�'�[f�[�I'ft]CtF�:�C7CY:�:�l'x�C�::YXjeX�::FX Other Fees: Date Received: Public Wa Permit Fee: Acce ted B : _ Occupancy Group: \\4ait\data\cdev\FORMS\PERMITS\ALRMPERM.DOC ��1 z6l Z� 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 #: E05-0112 Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.....: SONNENALP ADDITION Applied . . : 06/14/2005 Parcel No.:.: 210108204001 Issued . . . 06/23/2005 Project No : 7 �f�.�"UZ—OZ�t� � �.�/4�(�(XJd� Expires . .: 12/20/2005 OWNER SONNENALP PROPERTIES INC 06/14/2005 20 VAIL RD VAIL CO 81657 APPLICANT ENCORE ELECTRIC 06/14/2005 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E CONTR.ACTOR ENCORE ELECTRIC 06/14/2005 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E Desciption: ADD ELECTRIC FOR NEW PARHING STRUCTURE AND NEW WING TO EXISTING HOTEL Valuation: 1,057,024.00 Square feet: 50480 **********************************�*************************�****** FEE SUMMARY **********************************************�**+********** Electrical---------> $21,2 6 3.o o Total Calculated Fees--> $21,2 6 6.o 0 DRB Fee---------> $o.o o Additional Fees----------> $o.0 0 Investigation----> $0.oo Total Pernut Fee--------> $21,266.00 W ill Call---------> $3.0 0 Payments------------------> $21,2 6 6.0 0 TOTAL FEES--> $21,266.00 BALANCE DUE--------> $0.00 �**********************�***x�**************************************************�**s***********************************�*************�************* Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/14/2005 JS 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. ********+**********�************************************************************************ TOWN OF VAIL, COLORADO Statement *****�**********+**************�x***************************************************�:*�x*�x+�x*�x Statement Number: R050000915 Amount: $21,266.0006/23/200502:04 PM Payment Method: Check Init: LT Notation: Encore / ck 015339 , ----------------------------------------------------------------------------- Permit No: E05-0112 Type: ELECTRICAL PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP ADDITION Total Fees: $21,266.00 This Payment: $21,266.00 Total ALL Pmts: $21,266.00 Balance: $0.00 ************************t**********+******************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 21,263.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOP�IPLETE OR UNSI Project #: ��Z- �Z�� , Building Permit #: Q�5 — oc�z.�, Electrical Permit #: �.�— ��Z- � 970-479- 149 (Inspections) TOWNOFYAIL IL EC I� PLICATION 75 S. Frontage Rd. Vail, Colorado 816 vv�. . . C,��l.� CONTR�4CTOR INFORMATION Electrical Contractor: Town of Vail Reg. No.: Contact and Phone #'s: �rs co r�. £c��tc�.s� �NC. 3 3 I — F ��A ct-�N C t�ao Esz- �1� - �� 3 E-Mail Address: Y„��,,,��•� � ,,,��u, c� .��ur�.�l«t , coM Contractor Signature: � d COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ Ff IN STRUCTURE: Sp c.�gp ELECTRICAL VALUATION: $ I Q S� Q 2�} . GO Contact Ea /e Coun Assessors Olfice at 970-328 40 or visit www,ea /e-coun ,com for Parce/# Parcel # Z v ( O 8 z c� o0 Job Name: So�� R��v��w�- ]ob Address: �p V �� eo�0 V�Z Legal Description Lot: Block: Filing: Subdivision: Owners Name: Sa��^t�*�P Address: Phone: vv cw1-�`t J ZMc Zs� l�A►ZC� �El RIP VlGZ 3°3 � ��aU � �6 a'd Engineer: Address: Phone: f�C3 5 'p�,�.,,�,� c� �v 3 — 6 z3 —�z crv Detaileddescriptionofwork: �D� �� ,y,�,;�„S ��N��,.� �c� �t� w��^S E'-� t-�c.s�.'...S �a�-c�. Work Class: New ( ) Addition j�. Remodel ( ) Repair ( ) Temp Power ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both� Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial� Restaurant( ) Other( ) No. of Existing dwelling Units in this building: � No. of Accommodation Units in this building: Is this ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes� No ( ) Does a Fire Sprinkler System Exist: Yes No ( ) x�*x�*�:��* �,�Xxx�X��x*�:��FOR OFFICE USE ONLYxxx*rx:��*:�*��:x**xxx*�x��x��:��x� � Z l� 2l � Other Fees: Date Receroed: DRB Fees: Acce ted B : Planner Si n-off: \\Vail\data\cdev\FORMSU'E RM ITS\ELECPERM.DOC 07/26/2002 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E05-0091 �� —Ov�-� Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.....: SONNENALP-20 VAIL ROAD Applied . . : 06/02/2005 Parcel No...: 210108204001 Issued . . . 06/02/2005 Project No • PrJ aa:.-0�� Expires . .: 11/29/2005 l�'Pr✓a�- — ODD� OWNER SONNENALP PROPERTIES INC 06/02/2005 20 VAIL RD VAIL CO 81657 APPLICANT ENCORE ELECTRIC 06/02/2005 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E CONTR.ACTOR ENCORE ELECTRIC 06/02/2005 Phone: (970) 949-9277 PO BOX 8849 AVON CO 81620 License: 331-E Desciption: TEMPORARY POWER FOR THE SONNENALP Valuation: $2,500.00 s�***********x*******x*�**s***s***s**************s******�***s**�***** FEE SUMMARY r**��a***s**s********s**s*�**s****s*r********************►*s Electrical---------> $65.55 Total Calculated Fees--> $68.55 DRB Fee---------> $0.00 Additional Fees----------> $0.00 Investigation----> $0.00 Total Permit Fee--------> $68.55 Will Call--------> $3.00 Payments-----------------> $68.55 TOTAL FEES--> $68.55 BALANCE DUE--------> $0.00 ***ss*s*a*�***s**********�*************�**s*s**********s*s*****�*****s*****s****s**s*********s****�*********************************x************ Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/02/2005 JS Action: AP Item: 05600 FIRE DEPARTMENT *******************************r********�**�*****************�*******«**�*�*******************.*****�***�*****�*.�s*****��**s******************* CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ******************�***�*«*�****�*********�*****�*�*****■******«*.**s***+****s�***�****■*s*****.*********�***********s******�********************* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVAN Y TELEPHONE A 79-2149 OR AT OUR O�FIC FROM 8:00 AM-4 PM. ,�� ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ***************************************************************************************�**** Statement Number: R050000734 Amount: $68.55 06/02/200503:30 PM Payment Method: Check Init: DDG Notation: Encore 1306 ----------------------------------------------------------------------------- Permit No: E05-0091 Type: ELECTRICAL PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP-20 VAIL ROAD Total Fees: $68.55 This Payment: $68.55 Total ALL Pmts: $68.55 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ EP 00100003111100 ELECTRICAL PERMIT FEES 65.55 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- �?.,JO L-v Z f� S� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED � Project #: Building Permit #: Ov REC'� � �'� � � 20�5 Electrical Permit #: --d ( � ` 970-479-2149 (Inspections) T10WNOF�AI�, � A LICATION 7� S. Frontabe Rd. Vail, Colorado 816 CONTRACTOR INFORMATION Electrical Contractor: Town of Vail Reg. No.: Contact and Phone #'s: �;�;v:,�.�'` G�/-«�i��, �,�� rL.�/� L�✓ j%O_" �L/%- %,l7 E-Mail Address: Contractor Signature: � - =��' �� ' "��J - � COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: i✓ ,� ELECTRICAL VALUATION: $ ��v�-' �� Contact Ea /e Coun Assessors Office at 970-3.28-8640 or visit www.ea le-coun .com for Parce/# Parcel # Ojc�� '',� ' %;� ' )ob Name: ��f�l,.,�.,v,4�v Job Address: �L� ��, / �1�� / Legal Description Lot: Block: Filing: Subdivision: Owners Name�`� � Address: �� l/�� / ��v Phone: � ,� � Engineer: ��P�=�, �s Address: Phone: Detailed description of work: -�,:�'� �:-��-.��. 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( ) v No. of Existing Dwelling Units in this building: N�,� No. of Accommodation Units in this building: N Is this ermit for a hot tub: Yes Does a Fire Alarm Exist: Yes ( ) No ) Does a Fire Sprinkler System Exist: Yes ( ) No (") � g � xx*x*��:xx��:��:*�x�rx��xKx:�xx:�x�xxxxX��:�:*FOR OFFYCE USE ONLY*xx;�xx:��*x:�x��x��xx:�txxx*�,��,�,�x�Yx Other Fees: Date Received: DRB Fees: Acce ted B : Planner Si n-off: \\Vail\data\cdev\�ORMS\PGKtitITS\ELECPERM.DOC 07/26/2002 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: FOS-0051 Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.....: SONNENALP HOTEL ADDITION Applied . . : 10/11/2005 Parcel No...: 210108204001 Issued . . . 10/25/2005 Project No : `; �S� n , �1 �� Expires . .: � � � OWNER SONNENALP PROPERTIES INC 10/11/2005 20 VAIL RD VAIL CO 81657 APPLICANT FRONTIER FIRE PROTECTION 10/11/2005 Phone: 303-629-0221 2617 WEST HOLDEN PLACE DENVER CO 80204 License: 446-S CONTRACTOR FRONTIER FIRE PROTECTION 10/11/2005 Phone: 303-629-0221 2617 WEST HOLDEN PLACE DENVER CO 80204 License: 446-5 Desciption: SONNENALP ADDITION WET SYSTEMS-1ST, 2ND, 3RD AND 4TH LEVELS Valuation: $32,369.00 **********************�**********s***********�**************�*��s*** FEE SUMMARY ******�*�*************************************************** Mechanical---> $0.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $1,725.68 Plan Check---> $350.00 DRB Fee---------------------> $0.0o Additional Fees-----------> $232.00 Investigation-> $0.00 TOTAL FEES-----------> $1,725.68 Total Pernut Fee----------> $1,957.68 Will Call-----> $o.00 Payments-------------------> $1,957.68 BALANCE DLTE---------> $0.00 ********�*****************************************�*********s***************�*****************�***************************************�********** Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 10/24/2005 mcgee Action: AP Verbal permission to proceed was granted 10/14/05 for limited application: Garage is under a seperate permit. Current approval is for lst floor, 2nd floor, and 3rd floor. 4th floor is still under review. CONDITION OF APPROVAL Cond: 12 � (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ***************************�*******�*********�********�***********************************�**********************************�:******«************ DECLARATIONS I hereby aclrnowledge that I have read this application; filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOURnH URS IN ADV �BY TELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. �'�� ..' � .) SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ; ; I ********************************************************************�x*********************** TOWN OF VAIL, COLORADO Statement *****************************************+*********�x***********************�**************** Statement Number: R050001809 Amount: $1,957.68 10/25/200503 :32 PM Payment Method: Check Init: DDG Notation: Frontier Fire 052284 ----------------------------------------------------------------------------- Permit No: F05-0051 Type: SPRINKLER PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP HOTEL ADDITION Total Fees: $1, 957.68 This Payment: $1,957.68 Total ALL Pmts: $1, 957.68 Balance: $0.00 ***********************************************************************�*++**�x****+*******�x* ACCOLTNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 1,607.68 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN I NED Project#:��O?��?�� Building Permit#:_T A___��7 � � Sprinkler Permit#: __��___ � �� 970-479-2135(Inspections) TOWN OF YAIL � TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage Rd. must include the following. Permit application will not be accepted Vail, Colorado 81657 without this information: • A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min) stamp. • Equipment cut sheets of materials. • Hydraulic calculations. • A State of Colorado Plan Registration form. • Plans must be submitted by a Registered Fire Protection Contractor. CONTRACTOR INFORMATION Fire Sprinkler Contractor: Town of Vail Reg. No.: Contact and Phone#'s:�/i�y (L'�IIII FQo � �karEa��•�/ ��-S' I 3a3- G6 g- /GSo E-Mail Address: � � 'rj � •• RQ Q1�►. Contractor Signature: COM LETE VA ATIONS FOR ALARM PERMIT (Labor& Materials) Fire Sprinkler: $ �j� �j� I Contact Ea le Coun Assessors Office at 970-328-8640 or visit www.ea le-count .com for Parcel# Parcel # Job Address: Z' /� �'�L Job Name:��`� ��A�� v/�L �+a� a c+y Legal Description Lot: Block_� Filing: I Subdivision: I �yn�rs Na � �e_�..,�� Address� v�L � I Phone: .7or� 'w��+ • If'1tX`iNL S fl�$�Gri�3 I Ad�F��G�d. I Phone:�Q3� �9–�T�.S I IDetail�,e�Location o�ork: (i.�floor, unit#, bldg. # ] �''� .� - �EG Det iled description o work: ��t. A-�D 177 r Gr��T SY��i-s Work Class: New�. Addition� Remodel ( ) Repair( ) Retro-fit( ) Other( ) IType of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial (� Restaurant( ) Other( ) I No. of Existing Dwelling Units in this building: I No. of Accommodation Units in this building: 4� I Does a Fire Alarm Exist: Yes ) No( ) Does a Fire Sprinkler System Exist: Yes No ( ) ��********�*��*�**�*�*****��:�****�****:�FOR OFFICE USE ONLY*****�****�*****�*******�*******�**** , Other Fees: � Date Received: � Public Way Permit Fee: � Accepted By: � Occupancy Group: � I � � — � � " \\V a i I\data\cdev\FORMS\PERM[TS\SPRKP ERM.DOC j 07/24l2002 �\`��j� �,��-�1�1'�F�.��1/. � ,_ ! � " r „ �*******�*************************************�***********�***************************��**** TOWN OF VAIL, COLORADO Statement *************************************************************:�***�************************** Statement Number: R050001610 Amount: $707.00 09/29/200511:57 AM Payment Method: Check Init: DDG Notation: Frontier Fire 052266 ----------------------------------------------------------------------------- Permit No: F05-0049 Type: SPRINKLER PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP ADDITION Total Fees: $707.00 This Payment: $707.00 Total ALL Pmts: $707.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 357.00 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------------- • , 1 � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI�'.�NED Project#: ��-"��y� Building Permit#:_� Sprinkler Permit#: _�`�,�--=�1..0�y ,� 970-479-2135(Inspections) � TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION ��N�� Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage Rd. must include the following. Permit application will not be accepted Vail, Colorado 81657 without this information: • A Colorado Re istered Engineer' mp or N.I.C.E.T. Level III (min) stamp. • ent cu te dr� cal a s. ate of Co Re tr n form. • s must be submitted by a Re stered Fire Protection Contractor. CONTRACTOR INFORMATION Fire Sprinkler Contractor. Town of Vail Reg. No.: Contact and Phone#'s: �,3•-(��/�,� �i�,� ' �4�s sp �� L��► E-Mail Address: � ;` ,�.� �= , Contractor Signature C MPLETE VALUATIONS FOR ALARM PERMIT (Labor& Materials) +a; �,�, "� � Fire Sprinkler:$ �� Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-counf .com for Parcel# Parcel # Job Name: � Job Address: ��^tr�ea� � I�-tj(D �TI � �i9�L �� ILegal Description Lot: Block: Filing: I Subdivision: I Iyvners Nam�e: � �,�� Address:�,�� ,� Phone: I En ineer: Addr ss: Phone: �� +�!(,'p-�-- G..� l�Sd Ci 2. C�xreac i�v��i a I Detailed Location of work: (i.e.,floor, unit#, bldg.#) �� -� o� Detailed description of work: , ��'.-GISo�(C,C�.�s�- � �7��/1 Work Class: New Addition ) Remodel ( ) Repair( ) Retro-fit( ) Other( ) Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial� Restaurant( ) Other( ) I No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: �/ I Does a Fire Alarm Exist: Yes ) No( ) Does a Fire Sprinkler System Exist: Yes ) No( ) *��*****�**�********�**�******��*****�*FOR OFFICE USE ONLY*********�**:��***�**�*************:�* l Other Fees: � Date Received: i '� Public Way Permif Fee: ' I Accepted By:_ � ; Occupancy Group: _ I__ _ _ i C� \\Vail\data\cdev�FORMS\PtiRMITS\SPRKPERM.DOC � � 07/24/2002 ,�� b 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 #: FOS-0039 "�j� 00-� � Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.....: SONNENALP Applied . . : 08/24/2005 Parcel No...: 210108204001 Issued . . . 09/29/2005 Project No : -,,�� -�j`t�j Expires . .: OWNER SONNENALP PROPERTIES INC 08/24/2005 20 VAIL RD VAIL CO 81657 APPLICANT FRONTIER FIRE PROTECTION OS/24/2005 Phone: 303-629-0221 2617 WEST HOLDEN PLACE DENVER CO 80204 License: 446-5 CONTRACTOR FRONTIER FIRE PROTECTION 08/24/2005 Phone: 303-629-0221 2617 WEST HOLDEN PLACE DENVER CO 80204 License: 446-5 Desciption: Sonnenalp redevelopment-DRY SPRINKLER SYSTEM FOR GARAGE LEVEL ONLY Valuation: $18,766.00 ***�**************************************************************** FEE SUMMARY *********�****�******************************************xx* Mechanical---> $o.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $1,147.56 Plan Check---> $3 5 0.o o DRB Fee---------------------> $o.o o Additional Fees-----------> $o.o 0 Investigation-> $0.00 TOTAL FEES--------------> $1,147.56 Total Permit Fee----------> $1,147.56 Will Call-----> $3.00 Payments-------------------> $1,150.56 BALANCEDUE--------> ($3.00) **�***+*************************************�**************************�*****************�**�****************************�************�********** Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPAR.TMENT 08/29/2005 mcgee Action: AP Plans do not include full submittal. Additional plan review fees will be assessed as the balance of the plans are submitted. Plans do not show a pressure reducing valve as required by UERWS. Equipment submittals do not indicate specific models or options. Re-submit with "specific" ' specifications. Plans show three different manufacturers of sprinkler heads. Heads with different response charactoristics may not be installed in the same air space. 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 e towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinan es f the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FO URS Y TELEPHONE AT 479-2135 FROM 8:00 AM-5 PM. � SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ***+*****�**************************************+***+****************************�***+***�+* TOWN OF VAIL, COLORADO Statement **********************************************+*************************************++****** Statement Number: R050001410 Amount: $1, 150.56 08/29/200508:24 AM Payment Method: Check Init: LC Notation: #052245/Frontier Fire Protection ----------------------------------------------------------------------------- Permit No: F05-0039 Type: SPRINKLER PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP Total Fees: $1,150.56 This Payment: $1,150.56 Total ALL Pmts: $1,150.56 Balance: $0.00 **********************************************************************+********************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 797.56 PF 00100003112300 PLAN CHECK FEES 350.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project#: �.'12.�� - �2� � Building Permit#:_�i�-�U Z Sprinkler Permit#: __t.�}S-40..�Q �� 970-479-2135(Inspections) lt TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION ��N�FyA�, 're Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage ' cl the followin ermit.�p�icatio�+will not�h,g.�ccepted Vail, Colorado 657 ou h. information; _ ` � .�. . q►orado°Regi ered nee s sta r N.I: T. Level III (min) stamp. cttai�►nent cut s f ma ls. • Hy�raulic calculations. • A State of Colorado Plan Registration form. • Plans must be submitted by a Registered Fire Protection Contractor. CONTRACTOR 1NFORMATION Fire Sprinkler Contractor: � Town of Vail Reg. No.: Contact and Phone#'s: �jb3 �(Za�rrr6R FrRE � o�,r I `�"_S' I�'1 �E�MA� ' (o� --/GSO E-Mail Address: ��dQ � �Q.EJN'��Z,�//��jQp �7CD"�. �tJY�n Contractor Signature: COMPLE ALUATIONS FOR ALARM PERMIT (Labor& Materials) Fire Sprinkler: $ l��7�p�o � Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-cou_nt_,com for Parcel# [ Parcel # _ Job Name:�Q�� 0 �-�� I Job Address: �D v�-�� .� ��(,'�,� I ILegal Description Lot:_ Block: Filing: I Subdivision: I ners N e: ��Q�,� I_Addres� 0 V�}l�i �id'D � �/��. I Phone: � .a�r.e _ � �D ! En 'n� : �OGW� I � ress: � y1I� � 17�,"��l� Phone�3 -439"d'T�S IDetailed Location of work: (i.e., floor, unit#, bldg. #) IDetailed description of work: D 5 �t�.,r�ccEri ✓' sr�� I� � � y IWork Class: New Addition �) Remodel ( ) Repair( ) Retro-fit( ) Other( ) IType of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial ) Restaurant( ) Other( ) INo. 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 ( ) I �**�********�:��**�*****�****:�,�*******�*FOR OFFICE USE ONLY�******k*�*:�***��**********:�****�**�� Other Fees: I Date Received: . , �:�. Public Way Permit Fee: � Accepted By: Occupancy Group: � a � �,. : - _..�� \\Vailldata\cdev\FORMS\PERMITS\SPRKPERM.DOC 07/24/2002 3�_C4��t,. r TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: MOS-0225 Y� �� L�C; l� Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.....: SONNENALP HOTEL ADDITION Applied . . : 10/06/2005 Parcel No...: 210108204001 Issued . . . 10/13/2005 Project No : }� �� L` Expires . .: 04/11/2006 OWNER SONNENALP PROPERTIES INC 10/06/2005 20 VAIL RD VAIL CO 81657 APPLICANT FRISCO FIREPLACE & SHOP, INC10/06/2005 Phone: 970-668-3760 P O BOX 1330 FRISCO CO 80443 License: 101-M CONTR.ACTOR FRISCO FIREPLACE & SHOP, INC10/06/2005 Phone: 970-668-3760 P O BOX 1330 FRISCO CO 80443 License: 101-M Desciption: INSTALL 29 GAS FIREPLACES-INFINITY Valuation: $79,730.00 Fireplace Information: Restricted: Y 1i of Gas Appliances: 0 #of Gas Logs: 0 /t of Wood Pellet: 0 ****************��********************a***********************s*�*** FEE SUMMARY ************************************************************ Mechanical---> $1,600.0o Restuarant Plan Review--> $0.00 Total Calculated Fees---> $2,003.00 Plan Check---> $4 0 0.o o DRB Fee---------------------> $o.0 0 Additional Fees-----------> $o.o 0 Investigatioa-> $0.00 TOTALFEES-----------> $2,003.00 Total Permit Fee----------> $2,003.00 Will Call-----> $3.00 Payments-------------------> $2,003.00 BALANCE DUE------> $0.00 **********************************************************�*******�****************�**********�**************�******�****�*******************�*** Item: 05100 BUILDING DEPARTMENT 10/06/2005 CG Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG. ) : COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG. ) : BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG. ) : ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC. . Cond: 31 (BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG. ) : PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED N 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. � � �� d SIGNATURE OF OWNER OR CONTRACTO F R HIMSE A OWNEF I ****************�*************************�*************************�*********************** TOWN OF VAIL, COLORADO Statement **********************************************************************�*****�x**�x�x*********** Statement Number: R050001717 Amount: $2,000.00 10/14/200509:35 AM Payment Method: Check Init: DDG Notation: Frisco Fireplace 31489 ----------------------------------------------------------------------------- Permit No: M05-0225 Type: MECHANICAL PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP HOTEL ADDITION Total Fees: $2,003 .00 This Payment: $2,000.00 Total ALL Pmts: $2,003 .00 Balance: $0.00 *************�x********�x********************************************************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 1,600.00 PF 00100003112300 PLAN CHECK FEES 400.00 ----------------------------------------------------------------------------- ; *********�****+*****************�***+******************+**********�*�*********************** TOWN OF VAIL, COLORADO Statement ****************+s************************************************************************** Statement Number: R050001706 Amount: $3 .00 10/13/200510:07 AM Payment Method: Cash Init: DDG Notation: cash ----------------------------------------------------------------------------- Permit No: M05-0225 Type: MECHANICAL PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP HOTEL ADDITION Total Fees: $2,003.00 This Payment: $3.00 Total ALL Pmts: $2,003.00 Balance: $0.00 *****************************************************************************************+*� ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- r o-�_� A�'�'��Cr1T=0N ENILL NOT BE A��c�TE� �F�CVCuMPLE�[ OR UlVS3G��Z� OZQ Y Proie� �: B�i�ding �errnit �: • - � \ � � Nte�hani�al Per�nit #: � � 97Q-4�9-2149 (Inspectidns) ��N��' ��, � �Q�p�� /^/� [�p p /� p�� 91i1 a9 �� '�Y� �E�Hl�,�il,./-'�� .�ai�l� 0 /jd��H�.��lY 75 5. Frontage Rd. Permit will not be accepted without the following: Vail, Coiorado 81b�� Provide E�lechanical Room Layout drawn to scale to include: ❑ MecF�anical Room Dimensions ❑ C�mbustion Air Duct Size and Locat�on ❑ Fiue, Vent and Gas Line Size and Location ❑ Heat Loss Calcs. ❑ Equipment Cut/Spec Si�e�is � , , , � ° __� j r' a , . . . _ Contac��a le Count Asses.sors O�ce at.�70-3Z8-8640'or visit 1 wwvv.ear�le-counrv.com �or Parc�!# Parcnl � (Required if e�o bidg. perrriit # is provided above) � � U 1 O � � � O Q / '�'r'. l Ir 1��-!�r�f 1 /' f-�i}.1__.� �.. �3�:d / I%,��/'�/ q 1 � Job Name: -- Job Address: �l� Vl�"71-- k:�-lJ , Leaal Description Lot: Block: �j�-E Filing: Subdivision: Owners Name: Address: � Phone: , Son�n��F�f:i ut� -�+�;��. . ^ vn� �� ,�=�, � Engineer: — Address: � Phone: — De�ailed description of work: ;r'.)�%/"7'• l C� �- c�� ::E, �'L-!��-E;"� -- �/C� i/'`lr~i.�)i-�-�/' Work C1ass: New ( ) Addition ( Alteration ( ) Repair( ) Other ( ) Boiler Location: interior( ) Exterior ( ) Othe� ( ) Does an FHU exist at this locaticn: Yes ( ) No ( ) Type of 81dg: 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 pe of Fireplaces ExistinQ: Gas Ap 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 firepiace to an EPA Phase II device? Yes ( ) No ( ) COMPLETE VA�.UATION FOR MECHANIC/�L PERMI� {Labor & Materials) � MECNANICAL: $ �� I �� J�. � �G�.:��r(��..��`'I�� r�%�. !�'!7�• t.'�'t� � CONTRACTOR I FORMATION Mechanical Contractor: Town of Vail Reg. No.: Contact and Phone #'s: �� ;_ �,, . �L�,�,�: � �.�,,f��.t��'�-� "'�;� L, �� - -= `��fr� Contractor Signature: `;� ,r ; ;� ; '; ;�. , �,. *�***��****��*��*��**FOR OF��CE USE ONLY*��**��*�*�*��*��*�� Other fees: Planner Si n-off: Acce ted B : DRB �ees; Date Received: F:Jeveryone/forms/mechperm /.�� / �o� 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 #: MOS-0125 ��t�'a�D �os— d'oa-6 � Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.....: SONNENALP HOTEL ADDITION Applied . . : 06/16/2005 Parcel No...: 210108204001 Issued . . . 06/20/2005 Project No : � Expires . .: 12/17/2005 �l o�-oa�� OWNER SONNENALP �ROPERTIES INC 06/16/2005 20 VAIL RD VAIL CO 81657 APPLICANT MTECH MECHANICAL TECHNOLOGIE06/16/2005 Phone: (303) 650-4000 6830 N. BROADWAY UNIT A DENVER CO 80221 License: 281-M CONTRACTOR MTECH MECHANICAL TECHNOLOGIE06/16/2005 Phone: (303) 650-4000 6830 N. BROADWAY UNIT A DENVER CO 80221 License: 281-M Desciption: INSTALL ALL NEW HVAC SYSTEMS Valuation: $993,110.00 Fireplace Information: Restricted: Y N of Gas Appliances: 0 tf of Gas Logs: 0 #of Wood Pellet: 0 *********�******************************************************s*** FEE SLTMMARY ***********************�*�******************************�**x: Mechanical---> $19,880.00 Restuarant Plan Review--> $0.0o Total Calculated Fees---> $24,853.00 Plan Check---> $4,9�0.oo DRB Fee---------------------> $o.oo Additional Fees-----------> $0.00 Investigation-> $0.0o TOTAL FEES-----------> $24,853.00 Total Permit Fee----------> $24,853.00 W ill Call-----> $3.0 0 Paymen[s-------------------> $2 4,S 5 3.0 0 BALANCE DUE---------> $o.00 �**********�*�*******x�***�************************�*************�:*****�**************************�z�*************�*�*************�*****�********** Item: 05100 BUILDING DEPAR.TMENT 06/16/2005 JS Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS AR.E 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 MANCJFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG. ) : ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC. . Cond: 31 (BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG. ) : PERMIT, PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DR.AIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004 .6 . �********************************************�***�************�******�*�*********************************************�*************«************* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVAN BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. / r SIGNAT E O OWNER OR CON RACTOR FOR HIMSELF AND OWNEF � , ***************************************************�**�+********************�******�******** TOWN OF VAIL, COLORADO Statement ****************************************************�**********:x*�x�*�x*****************�x*�x*** Statement Number: R050000883 Amount: $24,853.0006/20/200501:49 PM Payment Method: Check Init: LC Notation: #09219/MTech ----------------------------------------------------------------------------- Permit No: M05-0125 Type: MECHANICAL PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP HOTEL ADDITION Total Fees: $24,853 .00 This Payment: $24,853 .00 Total ALL Pmts: $24,853 .00 Balance: $0.00 ******************************************�**********************+*******************t�***** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 19,880.00 PF 00100003112300 PLAN CHECK FEES 4,970.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI � Z��Z�1' Project#: Building Permit#: � i Mechanical Permit#: S' l.LS � 970-479-2149 (Inspections) T�UWNOFYAIL TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Col d 1657 e Mecha ' Roo Lay n t e to include: e i sions � �a`' Co�st' Air t ze and tion �`�'�� ;; • lue,Ve nd G L Size t' n ' eat�oss .' JUIV _1 6 ' -• Equipment Cut/Spec Sheets �` CONTRACTOIt INFORMATION Mechanical Contractor: Town of Vail Reg. No.: Contact and Phone s: �E�K 2�t -t-� ��LVkar� �) !zc. -39 �s k E-Mail Address: '�k*�`c�w�tt�4.y. Co.�,� Contractor Signature: COMPLETE VALUATION FOR MECHANICAL PERMIT Labor 8� Materials MECHANICAL: $ �9/3 �� Contact Ea le Count Assessors Office at 970-328-8640 or visit www.ea le-count_.com for Parcel# Parcel # 21ot o�2$0 �ol Job Name: �N�� No,� /�� I Job Address: 2d �(n�� „�.�, 7t Legal Description Lot: ) Block: 5 E'' Filing: Subdivision: �,,,�.�.L� Owners Name: �'6`'"` �OP�"`� Address: 6 v,�� n Phone: �N . 2 iz Engineer: A�S Address:t636 t�'''s�. �•�0 1p Phone: �3 �z3 (,2b0 Detailed description of work: lN�k��- �- � � H�g� �st'�S. Work Class: New 9() Addition ( ) Alteration ( ) Repair( ) Other( ) Boiler Location: Interior(�) Exterior( ) Other( ) Does an EHU exist at this location: Yes( ) No�() Type of Bldg: Single-family( ) Duplex( ) Multi-family( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: p No.of Accommodation Units in this building: (o No/T e of Fire laces Existin : Gas A liances D Gas Lo s p Wood/Pellet v Wood Burnin a 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: � Planner Sign-off: Accepted_�: � _...._.-- DRB Fees:___ �ate Received: _— � \\V ail\da ta\cdcv�f ORM SU'GR M ITS\M GCI 1 PERM.DOC � 07/24/2002 �� TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: POS-0056 Job Address: 20 VAIL RD VAIL Status . . . : ISSUED Location.....: SONNENALP Applied . . : OS/24/2005 Parcel No...: 210108204001 Issued . . . 06/17/2005 Project No : Expires . .: 12/14/2005 OWNER SONNENALP PROPERTIES INC 05/24/2005 20 VAIL RD VAIL CO 81657 APPLICANT TOTAL PLUMBING 05/24/2005 Phone: 303-393-7271 4701 N. COLORADO BLVD DENVER CO 80216 License: 110-P CONTRACTOR TOTAL PLUMBING 05/24/2005 Phone: 303-393-7271 4701 N. COLOR.ADO BLVD DENVER CO 80216 License: 110-P Desciption: Sonnenalp-PLUMBING FOR UNDERGROUND PARKING AND 40 NEW HOTEL ROOMS, 4 STORIES Valuation: 1,130,303.00 Fireplace Information: Restricted: ?? M of Gas Appliances: ?? N oF Gas Logs: ?? !t of Wood Paller. ?? *****�*****�*****�***�*******************:�***a**********************a FEE SUMMARY �***********************�*s*************x�******************* Plumbing---> $16,965.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $21,209.25 Plan Check---> $4,241.25 DRB Fee---------------------> $0.00 Additional Fees-----------> $o.o0 Investiganon-> $0.0 0 TOTAL FEES-------------> $21,2 0 9.2 5 Total Permit Fee----------> $21,2 0 9.2 5 Will Call-----> $3.00 Payments-------------------> $21,zo9.25 BALANCE DiTE---------> $0.00 �**�*********************x***********�************x***�*****************************************�******************************�***********x***** Item: 05100 BUILDING DEPARTMENT ' 06/10/2005 cgunion Action: AP Item: 05600 FIRE DEPARTMENT 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. **********************�*******+*+*********+********+**+**+*********************************+ TOWN OF VAIL, COLORADO Statement *********�************************************:�******************************�************** Statement Number: R050000873 Amount: $21,209.2506/17/200508:46 AM Payment Method: Check Init: LT Notation: Total Plumbing / ck 093996 ----------------------------------------------------------------------------- Permit No: P05-0056 Type: PLUMBING PERMIT Parcel No: 2101-082-0400-1 Site Address: 20 VAIL RD VAIL Location: SONNENALP Total Fees: $21,209.25 This Payment: $21,209.25 Total ALL Pmts: $21,209.25 Balance: $0.00 **************************************************************************�*�x*************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 4,241.25 PP 00100003111100 PLUMBING PERMIT FEES 16, 965.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 ----------------------------------------------------------------------------- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS GNED Project #: R 5' o� C'�•�l �l Building Permit #: o �"'-o0 6 Plumbing Permit #: - �� 970-479-2149 (Inspections) 71DWNOFYAIL IT APPLICATION 75 S. Frontage Rd. Vail, Colorado 8165 C0IVTRACTOR INFORNIATION Plumbing Contractor: Town of Vail Reg. No.: Contact and Phone #'s: ��,3-3`�3� 7�.7! T'c, � v� �6 ►��v l C) sco n� �, ti c- E-Mail Address: , Contractor Signature: COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLUMBING: $ l �3 p � p �p Contact Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea /e-coun .com for Parce/# Parcel # � � � �p )ob Name: s oN � � , �N Job Address: , f � � ^ � �O tJ�� , Legal Description Lot: Block: Filing: Subdivision: 0 ners Name� � � ,es Address:,z� v` , Phone: Engineer: Address: Phone: Detailed description of work: U�v Q-i'C��u�V �`�k,`�►.� �v '+ }-� �d � 'N D' (�t�0 � — ` Work Class: New Addition ( ) Alteration ( ) Repair ( ) Other ( ) Type of Bldg.: Single-family( ) Duplex( ) Multi-family( } Commercial (�j Restaurant( ) Other( ) , No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) ��*��:��:��:��:�,�*��***,��FOR OFFICE USE ONLY�*�***��***��*:�***��*,��* Other Fees: Date Received: DRB Fees: Acce ted B : Planner Si n-off: / Z � � ! �" � � � REC'D MAY 2 ? 2005 \\Vail\data\cdev\FORMS\PERMITS\PLMBPERM.DOC 07/26/2002 B05-0026 : Entries for Item:540 - BLDG-Final C/O 13:42 11/16/2012 Action Comments By Date Unique_ Ke AP No other Building Code related items. cdavis 12/05/2006 A000096 Final Certificate can not be issued until 392 Planning and Pubic Works Final CO is approved. Buildin De artment ins ections com leted Total Rows: 1 Page 1 . .i► 11-24-2006 Inspection Request Reporting Page 40 3'31 �m Vail, CO - Citv Of Requested Inspect Date: Monday, November 27,2006 Assigned To: SHAHN Inspection Type: ELEC Inspection Area: CG 5ite Address: 20 VAIL RD VAIL SONNENALP ADDITION A/P/D Information Activity: E05-0112 Type: B-ELEC Sub Type: ACOM Status: ISSUED Const Type: Occu ancy: Use: Insp Area: CG Owner: SONNENALP PROPERTI�S INC Applicant: ENCORE ELECTRIC Phone: 970 949-9277 Contractor: ENCORE ELECTRIC Phone: 970 949-9277 Description: ADD ELECTRIC FOR NEW PARKING STRUCTURE AND NEW W NG O EXISTING HOTEL Requested Inspection(s) Item: 190 ELEC-Final Requested Time: 09:30 AM Requestor: ENCORE ELECTRIC/Steve Phone: 970-401-0715 Comments: Will call Steve 401-0715/Sonnenalp Assigned To: SHAHN Entered By: LTILLMAN K Action: Time Exp: Comment: Comment: UNIT 426 FINAL� Comment: FINAL UNIT 319. Comment: UNIT 431 FINAL APPROVED Comment: ROUGH INSPECTED FOR 4TH FLOOR 3RD CORRIDOR 2ND CORRIDOR. DEFECTIVE FSD ON 3RD FLOOR. DAMAGED SEALTITE OUYSIDE ROOFHAT�H. ROOFTOP UNITS REQUIRE LOCKABLE DISCONNECT SIWTCH. Comment: 326 423 422,430 434 Comment: �NS�EC'TED PAF�KING AREA AND EXIT STAIRWELLS FOR EGRESS LIGHTING, EXITS,AND WITNESSED GENERATOR START. Comment: FINAL UNITS 433,420. Comment: final unit 419 and 432 Comment: FINAL 321 322,323,324,327,328,329,330,332,333,AND 334. Comment: FINAL UNI'fS 336 AND 436. Comment: EXCLUDING 4TH FLOOR ELEVATOR LOBBY. 4TH FLOOR CORRIDOR CEILING APPROVED. I �Z/�� ' �2"��`'� 529 CEILING ONLY. . UNITS 421,424,425,427,428,429,325,331,320. Comment: UNIT 326 GFI RECEPTACLE IN BATH NOT WORKING. C Comment: FINAL 5 NH COR�DbR� � Comment: FINAL UNIT 529. �� `' Comment: final unit 535. Comment: UNIT#435 CORRECTION APPROVED. Comment: UNIT 435 GFI FOR HEAT MAT NOT WORKING IN SW BATH. Comment: FINAL FOR BACK OF HOUSE OFFICES. Comment: electrical for Swiss House approved. Kitchen duplex receptacles for POS equipment have been mounted at same height as convenience receptacles.To reduce hazard if POS is not plugged into correct receptacles, make alI in kitchen GFIC. Inspection Historv Item: 110 ELEC-Service 05l12/06 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: approved restaurnat walls only. 05/25/06 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: 400A/3restaurnat service approved. 06/15/06 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: approved meter service and panel in Verbatun Bookstore. approved kitchen above ceiling. Support troffers under MAU from structure. Item: 120 E�EC-Rough "'Approved"' 07/26/05 Inspector: , shahn Action: PA PARTIAL APPROVAL Comment: inspected lines 106 to the east on plaza level. 0?/28/05 Insp ector: SHAHN Action: AP APPROVED Comment: INSPECTED EAST BRANCH UNDERGROUND FOR TALSMAN REPT131 Run Id: 6004 11-20-2006 Inspection Request Reporting Page 29 4:43 pm Vail, CO - Citv Of � Requested Inspect Date: Tuesday, November 21,2006 Inspection Area: CG 5ite Address: 20 VAIL RD VAIL SONNENALP HOTEL ADDITION A/P/D Information Activity: M05-0125 Type: B-MECH Sub Type: ACOM Status: ISSUED Const Type: Occu ancy: Use: Insp Area: CG Owner: SONNENALP PROPERTI�S INC Applicant: MTECH MECHANICAL TECHNOLOGIES Phone: (303)650-4000 GROUP,INC Contractor: MTECH MECHANICAL TECHNOLOGIES Phone: (303)650-4000 GROUP,INC Description: INSTALL ALL NEW HVAC SYSTEMS Requested Inspection(s) Item: 390 MECH-Final Requested Time: 08:30 AM Requestor: MTECH MECHANICAL TECHNOLO I Phone: 401-0077 GROUPINC Assigned To: JMOND�2AGON Entered By: DGOLDEN K Action: Time Ex : Comment: 6. Comment: Units 319 4�21 &431 Comment: BALANC� REPORT RECEIVED. UNIT FINALS 320 321 322 323 324 325 327,328 329,330 332 333. UNDERC(JT.THE�2E dDA(�UA'fE F�ETIJRN AIR�ROM N�ASYER BEDROOM TO FCU WITH 1"DOOR SPA DUCT WRAP APPROVED. Comment: 334 MECH FINAL 422 BATH EXHAUST CONNECTED. 430 MECH FINAL Comment: Unit 422-Exhaust fan is missing the cover. Unit 425-A.)Need access to disconnect at fan coil. B)Need access to remove fan coil without removing permanent construction. Units 423 and 434 are ok. Comment: 422I BATH EXHA�ST�OV�3RE�D 1,424,427,428,429 Comment: CORRECTIONS FROM 02-01-06 APPROVED. - UNIT 529 RETURN AIR FOR FCU IN LIVING ROOM? Comment: UNIT 535 Comment: 1.CAP ALL DUCTS THRU WALLS ON UNFINISHED SIDE AS NOTED ON 022106. 2.RETURN AIE IS REQD FOR 2 OFFICES. 3.PROVIDE BALANCE REPORT. 4.ALL PENETRATIONS REQD TO BE FIRE STOPPED ON BOTH SIDES OF SEP WALL. Comment: UNIT 435 Comment: 524 NOT T-STAT 526 COMPLETE FINAL INSTALLATION AND COVERS. 529 NOT READY 525 APPR Comment: Reinspection Required- 1)supply duct passes through fire-rated wall in office. Needs a damper or be removed.2.)Comp�ete insulation of oufside air duct above office. First 3-4 feet from outside wall is not insulated. 3:)Verity with Greg D.-4 blocked off supply ducts which pass through rated walls. Ducts will need to be sealed at all ends(no openings). Comment: Back of House Corrections complete Comment: Balance report recieved for back of house. See file Comment: Labels missing from access panels located on level 3,4&5 Obtain engineer approval for fire damper location and installation at the elevator equipment room at Talisman �U�O�C�lC,��lS �yVl IF�C�� , � r,�►,� a�'�� r� �- Dr�-►� � , Inspection Historv �� . Item: 200 MECH-Rou h "`Approved"` V ° 08/31/0� Ins ector: GCD ctio � AR IAL INSPECTION Comment: GA�AGE SNOWMELT& HYDRONI PPLY AND RETURN LINES ON Z LINE FROM 111 TO 0 LINE. 100psi TEST. 09/28/05 Inspector: GCD Action: PI PARTIAL INSPECTION Comment: HOT AND CHILLED WATER SUPPLY AND RETURN MAINS AND RISERS 100psi TEST. UNITS 323 THRU 329 AND 423 THRU 429 11/02/05 Inspector: GCD Action: PI PARTIAL INSPECTION Comment: GARAGE SNOWMELT AND HYDRONIC SUPPLY AND RETURN MAINS FROM 111 LINE TO REPT131 Run Id: 5990