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HomeMy WebLinkAboutD11-0008 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 T[MES DEMO. OF PART/ALL BLDG. Permit # D11-0008 Project# ?? Job Address: 165 N FRONTAGE RD W VAIL Status . . . : ISSUED Location.......: QWEST/CENTURY LINK RADIO TOWER Applied .. . : 10/06/2011 Parcel No....: 210106409002 Issued . . . : 10/31/2011 Expires.....: 04/28/2012 OWNER US WEST COMMUNICATIONS INC 10/06/2011 CORPORATE TAX DEPT MCB 3130 6300 S SYRACUSE WAY STE 700N ENGLEWOOD CO 80111 APPLICANT RESTRUCTION CORPORATION 10/06/2011 Phone: 303-688-8244 3870 S PLATTE AVE SEDALIA CO 80135 License: C000003108 CONTRACTOR RESTRUCTION CORPORATION 10/06/2011 Phone: 303-688-8244 3870 S PLATTE AVE SEDALIA CO 80135 License : C000003108 Desciption: REMOVAL OF DAMAGED CONCRETE FROM CENTURY LINK RADiO TOWER (FORMERLY QWEST, US WEST) Occupancy: Type Construction: Valuation: $45,365.00 Revision Valuation: ?? Total Sq Ft Added: 0 *****s***+*+**a***►*���►+r*�***+*e*a*r*r*��*��+�*��+sr***���*+��***+ FEF.SUMMA R Y �**+*��+**�+�e**�*��*+���***s+***+**s**srr*r+r***s++****■ Building------> $603.35 Restuarant Plan Review--> $o.oo Total Calculated Fees--> $1,000.53 Plan Check---> $39z.18 Recreation Fee--------------> $o.00 Additional Fees----------> $o.o0 Investigation-> $o.oo TOTAL FEES-------------> $1,o00.53 Total Permit Fee---------> $1,000.53 W il I Call-----> $5.o o Payments-------------------> $1,o 0 0.5 3 BALANCE DUE---------> $0.00 *++*:+as.r*ssra*r*�:s*w�+�*+��**.*ws**�.*��**.��*:*�****r+++s+►��**�:***�***�*+���*�**s►a**�+x***�******+��**+******s***s***�►*�+a�*�*�*+�++►** Approvals: Item: 05100 BUILDING DEPARTMENT 10/06/2011 DRHOADES Action: CR DIA NEEDED PRIOR TO STARTING WORK (PER WARREN) . 10/31/2011 SBELLM Action: AP DIA RECEIVED, APPROVED BY JR. Item: 05400 PLANNING DEPARTMENT 10/06/2011 DRHOADES Action: AP OK PER MARTIN. 10/31/2011 Warren Action: AP DIA LOC in the amount of $162 , 500 was recieced. �...***��*�***.�*.+*.,*,:*.#��....+�.*.�..+.�*.*+**.**�:*...+*�**.*x*»,»«#****»*.,«********�*�.**.,::+.,,,**.�.**,�.**�*+**.:.�**+...,,:...�...�.,: See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. _> REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY_,TELEPHONE AT 4793149 OR AT OUR OFFICE FROM 8:00 AM 4 PM. 7 � '' ���i ,..• .-'v'%�/�i�. -�;�_.J �--�-�� _....� SIGN�ATURE OF OWNE OR CONTRACTOR FOR HIMSELF AND OWNEF /� t ******************************************************************************************************** CONDITIONS OF APPROVAL Permit#: Dl 1-0008 as of]0-31-2011 Status: ISSUED ******************************************************************************************************** Permit Type: DEMO. OF PART/ALL BLDG. Applied: 10/06/2011 Applicant: RESTRUCTION CORPORA7'ION Issued: 10/31/2011 303-688-8244 To Expire: 04/28/2012 Job Address: 165 N FRONTAGE RD W VAIL Location: QWEST/CENTURY LINK RADIO TOWER Parcel No: 210106409002 Description: REMOVAL OF DAMAGED CONCRETE FROM CENTURY LINK RADIO TOWER (FORMERLY QWEST, US WEST) ***********************************************Conditions:************************************************ Cond: CON0012221 DEVELOPER IMPROVEMENT AGREEMENT REQUIRED PRIOR TO ANY DEMOLITION WORK BEING STARTED. *****+************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R110001580 Amount: $1, 000.53 10/31/201111:39 AM Payment Method: Check Init: SAB Notation: 059368 - RESTRUCTION CORPORATION ----------------------------------------------------------------------------- Permit No: D11-0008 Type: DEMO. OF PART/ALL BLDG. Parcel No: 2101-064-0900-2 Site Address: 165 N FRONTAGE RD W VAIL Location: QWEST/CENTURY LINK RADIO TOWER Total Fees: $1, 000.53 This Payment: $1, 000 .53 Total ALL Pmts: $1, 000.53 Balance: $0.00 *************************************+*****************************�************************ ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 603.35 PF 00100003112300 PLAN CHECK FEES 392 .18 WC 00100�03112800 WILL CALL INSPECTION FEE 5.00 ----------------------------------------------------------------------------- � Department of Community Development 75 South Frontage Road QW�( �F va�� � , Vail, CO 81657 Tel: 970-479-2128 • www.vailgov.com Develop�nent Review Coordinator ��.p�J� n�,�U����U''� ��t.T'� ����.-�����--PERMiT APPLICATIO�! (Separate applications are required far alarm &sprinkler) ----- —. _ _�—_� Project Street Address: ' Project#: 1 �C.�� �� �b��"1 ' ��`l r-'rorjtrJ� �o�,� (Number) (Street) o (Suite#) DRB#: N/� • fi L' � �• �- E3uildin Permit#: � � �— ���O Building/Complex Name: ����'���rl��".� 'n'� �'�"1� uti^� 9 � „_�..�..-.._.___ .�...._�._ _._.v.,...�.__. _�.�r.:��_.�.e.n_�Y,.� 'Contractor Inform tion Lot#: Block# Subdivision:_ " ���>��V(,�i0� l., �>J UYl -- _ - -- --- — _ _._ __. _.._ _ _--� ___ Business Name: �f` `��` � — � ��?(� ��c{,�}� nV� 1Nork Class: New( ) Addition( ) Aiteration( E3usiness Address: �� _i I� c�� a�� Type of Building: �ity `�C'v ci �'� State: L V Zip:_� j � Single-Family( ) Duplex{ ) Multi-Family( ) Contact Name: l�[il L� ���'��? - Commerciai(�{) Other( ) Conlact Phone: ���, ����(�)l�� _ --________________w � __---�.._-- ------.--_ �. `���,���� �t���.�G�,�41�.\ { i� �,ti` Work Type: Interior( ) Exterior(�() Both( ) Contact E-M�;: , � __.__ _ _ ___., _— Valuation of I � r � 1 �\ �'.�, __ Work Included Plans Included Work Owner/Owner's Repr@Senfative Siynature(Required) Elecirical { )Yes (X }No ( )Yes (�- )No Appiicant Informatio� Mechanical { )Yes (� )No ( )Yes (� �No ApplicaniName: vL��� � I�+� Plumbing ( )Yes (�t }No { )Yes {'� )No Applicant Phone: �U:`� U��'�2L{�� Quilding (�es {�; )No ( �es {k )No , �����c�1�� C'e,���r��-I�,���.�.v�� � � �i.�-�v Applicant E-Mail: Va1ue of all work being performed: �v�I ' __ __ _ � __�'____�_� tvalue based on IE3C Seclion 109.3 8 IRC Section 108.3� --_--��--.__��___.� _� ' U Project Informatio I , , Electrical Square Foota�e Qwner Name: ,�T�{/ L� (� }1 — —_ Parcel#: .�-�U�v�;����>����U�. (For Parcei It,contact Eagle County Assessors Offtte at(970-328•8640 or visit wvnv.eaglecounty.us/patie) � ,_--.:__ � ., .,� ,_-.��.- ,., —. __._.�__._.___.�__.-- _( __—_.._� _..._._...___ ��Y.. __.t,.=:— �-�-� �-._ ._':'_. . �:-_��.> 1 . �. _. Detailed Scope and Location of Work: `�,t rti'�V�t� u� �Ctr�i�`q� (.v�'1L`�' I� Tt'P��'1 l.�}"1�V�'� �-�,���� `�`��v .1vw��. -- 1(use additional sheet if necessary) I�or Office Tlse Ont,y: Date Received: ..._.____ ...__� .,__� ._ ___.. Fee Paid: ,�� . - ^ ;.. ------ --_____ ----- _ -- D� � Received From: _ _—_ — j1 Cash Check # S �CT �3 Z��� ;; I � CC: Visa J MC Last 4 CC # _..__ exp date: _. '� � , ��tn # TpWN OF VAIL ..._._ 1-J��,-�� • 7 Anderson & Hastings Consultants , Inc . .luliu 1). I'ark Ronald I.. tit��r�•n.. ti�•��t� I{. li�•�•k .I:�����•:�. I I.�.��n;;. June 8,2011 �t:uil�•. I►. I.�•��i• Ifobrrt \. �.r���•rrr 1:�•rald I'. ldkin.un Brr+u� N.l:um��huua�• Mr. Bill Riedell Qwest Communications 931 14`h Street Denver,Colorado 80202 RE:Qwest Vail Wall Problem Observation Dear Bill: On Monday June 6, 20l 1 we accompanied Bruce Gilchrist with Phipps Const. and met with Kelly Mccternon and Mark Welch from Qwest and Century Link at the Vail CO site to observe the exterior precast concrete wall panels. A previous roof assessment report had identified several wall panels that were deteriorating and concrete segments have been falling off the tower portion of the facility to the lower roofs and the adjacent access drive areas. It appears to us the exterior precast concrete panels have had moisture enter the tops of the panels and delaminate the concrete at the locations that are showing distress. This means the face mix and exterior aggregate have separated from the gray concrete back up. The back up is the portion of the panels that are attached to the steel framework inside the tower. The steel is the structural support for the tower and the panels are only an exterior facade. Once the delamination occurs there is very little holding the face of the panels on the tower. This problem is better defined in the attached pictures. For the immediate concerns the area has been cordoned off to eliminate access into the areas where the concrete has fallen. We suggest the immediate approach for repairs for the problem areas include through bolting the delaminated panels with plate washers both sides to clamp the panels back together. This will probably have to be accomplished by supporting personnel from a crane and suspending netting capable of catching any debris that may fall off during these repairs. Ultimately the panefs affected will have to be replaced,and different flashing installed to prevent the moisture infiltration. We also noticed approximately three areas on the base building where the exterior precast concrete panels have delaminated as well. There are smaller and can probably be repaired in place. However the loose concrete in these areas should be taken down before they dislodge and fall. Once removed the locations can have repairs initiated to replace the face of the concrete with bonded aggregate or similar repair methods. We will be developing structural details to initiate the immediate repairs with Phipps Construction. In the mean time please let us know how we can be of further assistance on this problem. Sincerely, � Scott E.Beck P.E. SG[3 06-08-I LLTR 066-I 1-1551 Consulting Structural and Civil Engineers Union Terrace• 12596 West Bayaud Avenue, Suite 350� Lakewood,CO 80228 Phone (303) 433-8486 • Fax (303 ) 433-0408 � „► � ! 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'�^ ' � d �a � � } � ��, �� E� � . ;.r : . . �* . .� . �=�' . . . � _:t..q � ��:'�11 r . ,ra�. . � , {. ��� �a� r� , `i�r t: ,�.� � � �. � �. � � ` � � � ' r= ��p� +� ' �� �;"5 ��: i �� ��� �� 7�� .. .� ��., - _•> ,%y� � �� e � .i�i.�rt;"'S i � `��"* .,. .-� . . ..' . \�' � � ;�� " f• �� ,�s+� :'k� �u�+.�; >f+�F _ ' 'F i�.iiJ_,.�'".:y+ b � � " � �;' -� . � il'. T. �', \ ' .;�` � _ �� a �, �� . ,�' . . � _�ri 14r,4�5 > �� � � � P :�.�.. � ��� Z,,n ?� ��� � � .�F � ��;��� � t' ,,� �,;- . �j_ �c -:_ i�: / : `�` �: .�" ;4• ��� � ��,�c "';� - u� , .i : . Y ... 1r�,X;. ; !�. 1 � �l�� ��` ,.. ' ��, � � , ��� � ��, . �� � �- � a��_� �. � �� �.x� � �� �.. �� Colorado .IIIIIIIIIII 3870 S.Platte Ave Restruction Sedalia,CO 80135 ipecialists in Structural Repair 'IIIIIIII�) P 303-688-8z4a I Cor oration Fax 303-688-6733 Utah 2606 South 3270 West August 19, 2011 Salt Lake City,uT aa�oa 801-972-1190 Fax 801-972-7377 Arizona Bruce D. Gilchrist PO Box 26758 Tempe,AZ 85285 Project Manager 480-557-9174 GH Phipps Construction Companies Fax 480-557-9219 5995 Greenwood Plaza Blvd., Ste 100 weasrte Greenwood Village, CO 80111-4710 www.restruction.com RE: Qwest Vail Tower Panel Repairs Dear Bruce, The following is our proposal for the removal of sections of precast panel subject to falling at the Qwest Radio Tower located in Vail, CO. The existing precast panels consist of a structural concrete panel with an architectural exposed aggregate finish. The architectural finish is showing signs of severe damage, in some instances causing pieces to fall from the tower. The intent of this proposal is for a temporary solution to mitigate the fall potential of the panels especially with the freeze thaw cycles of the upcoming winter. This is not a full repair proposal rather a safety mitigation issue. Access to the work area has been figured using a 150 foot telescoping boom lift set at the SE corner of the building. This is the only way to access the area without significant costs and time delays due to the factors below: • Larger lifts are extremely rare and difficult to find. Thus resulting in much greater costs and scheduling issues. • A swing stage may or may not provide the access necessary from the roof. An engineer would have to analyze the structure to verify load capabilities and then design the staging system. The engineering would be required whether a stage could be used or not. In addition a crane would be required for setting the staging equipment at the top level. • A man basket from crane- Costs are greater for this methodology. In addition the work will be more difficult to complete from a man basket as it lacks the rigidity of a lift basket. • Single man chairs are not an option on the south face due to the size of the repairs. Restruction will access as much area as possible from the 150 foot lift. We believe we can access all of the issues on the south face with this equipment. The damaged areas on the west face will be accessed from the deck and single man chairs tied to the structural deck supports. The engineer's report recommended through bolting the severely damaged panels to hold them in place. From site inspection we do not think this is a possibility. The panels are so severely damaged that any vibrations on the wall will likely cause them to fall. Restruction has instead planned to build forms to secure the panels in place and complete full removal of the damaged sections. These forms would be used to hold the panel in place while demo is ongoing. Sections of the forms would be removed as necessary for access to further damaged areas. All exposed reinforcing steel or cracks in the remaining structural panel would then be cleaned and coated and or sealed. A detailed work scope can be seen below: • Mobilize equipment and materials to the job site. • Set plywood at the roof level of the building to protect against falling debris. • Measure and build forms for panel repairs. • Set removal forms by tying/cinching to structural supports of tower decking. • Remove damaged sections of panel. Removing portion's of form as necessary to access repair areas. • Caulk any exposed cracks to prevent water infiltration. • Coat exposed reinforcing steel with a corrosion inhibitor. • Epoxy inject cracks suitable for injection in structural slab. • Move equipment to the lower tower level. • Set up safety and single man chairs for accessing the west side. • Remove damaged sections of panel on the lower level. No areas on this wall are expected to be large areas thus no formwork has been included. • Caulk any exposed cracks to prevent water infiltration. • Coat exposed reinforcing steel with a corrosion inhibitor. • Epoxy inject cracks suitable for injection in structural slab. • Demobilize equipment and materials from the job site. Please let me know if you have any questions or comments. Thank You, � Gary Metz Project Manager I ; + / � � ��. ���, :r` X ;� ; � �q; � ��<- � �'� � '�a � .�� % � �� . . .. . • - - , r k w. .. .L4.�r � . } � • .,''1W^ . � c .�'� j_. f �' ' � '�` �,..� - _, .. ai.�t.�.'' �:1!"a� � �,,r 3�� Y . i:� �, ... v i 1 : � t r�. ' .,���..,� #,. '• Q "' - y� . �� � f � �r ��c1.�M� ^ }} .F,�i ! r� � ' � `i� ..'�l:' �r-^� . �1'�.�. '"�� - .. . . r'^4s .�,�'�r ,f9�% ''t r• .'.�,• '/� � "�•+ .�� � . F� ��� '• �� 4 ?'� - � � " y",ti"...- :i - -� . . � �;"'� �f 1�; .. ��,., _� �•.�� ''t �+�} � .�� ., z'�,t, 4 � ' .� s �. � ^.. � y s. : j: �� � M� � y. "�j{'�, y', .'� ! 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