HomeMy WebLinkAboutB03-0073 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEV]ELOPMENT
75 S. FRONTAGE ROAD
VA1L,CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL'CIMES
ADD/ALT COMM BUILD PERMT Permit #: B03-0073
�03 ��0�(Co
Job Address: 17 VAIL RD VAIL Status . . . : ISSUED
Location.......: 17 Vail Road Applied . . : 04/21/2003
Parcel No....: 210107107006 Issued. . . : 06/03/2003
Project No . : �' R�O 3—no`�� Expires . . .: 11/30/2003
OWNER FIRST BANK OF VAIL 04/21/2003 Phone: ` ` �
C/O FIRSTBANK HOLDING CO 1.�crt
PO BOX 150097 c :���
LAKEWOOD CO 80215 vG`�`\v�-`�4��
c
License:
CONTRACTOR GOLDEN TRIANGLE CONSTRUCTION04/21/2003 Phone: (303) 7'72-4051
700 Weaver Park Road
Longmont, Colorado
80501
License: 270-A
APPLICANT Golden Triangle Construction04/21/2003 Phone: 303-77'2-4051
Joe Vasbinder
700 Weaver Park Road
Longmont, CO
JvasbinderC�gtci.net 80501 ',
License: �
Desciption:
Same for same window replacement Interior demo and remodel
new millwork and finishes
Occupancy: B
Type Construction: v 1-HR Type V 1-Hour
Type Occupancy: ??
Valuation: $432,000.00 Add Sq Ft: 0
Fireplace Information:Restricted: #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0
r**�**rs***r***e**+s**s::�*:�***a�r****s�*se*s*s*s*s**�s�**r��******�** FEE SUMMARY ************s**s**rsa:***r****s*srrs****a*****�*r**��a*rs**►*
Building------> $2,852.95 Restuarant Plan Review--> $0.00 Total Calculaced Fees--> $4,710.3�
Plan Check---> $1,854.42 DRB Fee---------------------> $0.00 Additional Fees---------> $0.00
[nvestigation-> $0.00 Recreation Fee--------------> $0.00 Total Permit Fee---------> $4,710.37
Will Call-----> $3.0o Clean-up Deposit----------> $0.00 Payments-------•-----------> $4,710.37
TOTAL FEES-------------> $4,710.37 BALANCE DL1E---------> $0.00
********r**�*»*****t***x*******��***:t�*****x***:�***st***************�**�:tr***r*a*�a**�**s*******�s*s*r**�x***t�*:�*s******�**e*s****�r*********s**
Approvals:
Item: 05100 BUILDING DEPARTMENT
05/06/2003 cdavis Action: AP Fire Dept Granted
Verbal Approval 5/16/03
Item: 05400 PLANNING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
Item: 05500 PUBLIC WORKS
**::�:::***:*:.**.**:*.*.::::::+::***.�..«�:.�***.**.*«*.:�:*::�:*�:�.:�.**.**:.*******:�***«*:.**.*«�...:�t:***.�***.******:*«*:******»*:.*::.*:*
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, rompleted an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information an�d plot plan,to comply with all
Town ordinances and state laws,and to build this structure according to the towns zoning and sub�division codes, design review
approved,Uniform Building Code and other ordinances of the Town applicable theret .
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV C Y TE HONE A 4�9-21 �OUR OFFICE FROM 8:00 AM-4 PM.
� �,
SIGNATURE OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
PAGE 2
**#*******#*#***#******####*###*****##*#*#*#*#*****##****##*#***#*#*****##*****�k#****#****#**##*#*#*###*
CONDITIONS OF APPROVAL
Permit#: B03-0073 as of 06-03-2003 Status: ISSUED
********************************************************************************************************
Permit Type: ADD/ALT COMM BUILD PERMT Applied: 04/21/2003
Applicant: Golden Triangle Construction Issued: 06/03/2003
303-772-4051 Ta Expire: 11/30/2003
Job Address: 17 VAIL RD VAIL
Location: 17 Vail Road
Parcel No: 210107107006
Description:
Same for same window replacement Interior demo and remodel
new millwork and finishes
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.
I
♦
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
***+*******�********�**********��****************�x�**�*****************************�********
Statement Number: R030004097 Amount: $4,710.37 06/03/200303:25 PM
Payment Method: Check Init: DDG
Notation: Golden
Triangle Const. 043357
-------------------------------------------------------------•----------------
Permit No: B03-0073 Type: ADD/ALT CONIl�I BUILD l?ERMT
Parcel No: 210107107006
Site Address: 17 VAIL RD VAIL
Location: 17 Vail Road
Total Fees: $4,710.37
This Payment: $4,710.37 Total ALL Pmts: $4,710.37
Balance: $0.00
****************************************�***************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmi�s
-------------------- ------------------------------ ----------�--
BP 00100003111100 BUILDING PERMIT FEES 2,852.95
PF 00100003112300 PLAN CHECK FEES 1,854.42
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
-----------------------------------------------------------------------------
I
Inspection Items for M03-0157 10:37 03/27/2014
Sec Item Id Descri tion A r Re Items Action Inheritable
200 MECH-Rou h No O 0 No
' 310 MECH-Heatin No O 0 No
' 315 PLMB-Gas Pi in No O 0 No
320 MECH-Exhaust Hoods No O 0 No
* 330 MECH-SupplyAir __ __ Yes O 1 AP No_
* 340 MECH-Misc. No O 0 No
* 390 MECH-Final Yes R 1 AP No
Total Rows:7
Page 1
.,
, ' �� � ' �
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APPLICATION NIIILL N0��8E�A�CF��T,ED IF,INCOMPLETE OR UN ���,,� _ �y
Project#:�Sl''CUU�J � /
� Building Permit#:
�°��m�€��.��`�. s7o-��s-2149(Inspectio ' ?�
��
710WN UP YAfL
'' TOWN OF VAIL BUILDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, etc.!
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR INFORMATION
General Contractor: Town of Vail Reg. No.: Contact and Phone#'s: P�: 303)�772-�/05�
GD����t T2/4� �G l.oN�7xuo7hl► �?O � A Va /ND �►Y � �3d3 h? -bSs
Email address: ,,,��/d58��+DE�Z �+ �TG I• M�"
Cont ctor Sig at re:
COMPLETE VALUATIONS FOR BUILDING PERMIT Labor& Materials
BUILDING: $ �lU� DOO ELECTRICAL: $ I D S�OD� OTHER:$ N�A -�
PLUMBING: $ )�f D00 MECHANICAL: $ 6� DOO TOTAL: $ y3L, �O O
For Parcel#Contact Ea le Count Assessors Office at 970-328-8640 or visit wwiro.ea le-count .com
Parcel #
ZIv � O? l o?Do6
JobName: ��'�wh�L OF ,/A� � '�tN�od�l JobAddress: �� UAi� �oaD� V�`1� , �. �J6S7
Legal Description Lot: G Block: Filing: Subdivision: �W� �s G(y �f ��
O�v ;�s�Na�rr�s�� -� Address: �7 VA�1 T2� • Phone: �p� c�_3300
ArchitecUDesi ner: Address� Ao��l hon •
� AGf4 �b j$� 9TJ�T ST/� �CMYGL. Gb 0 �/?7 - Z?7o
En ineer: � A�vG, f��, Adgess: , ��.w �. � �, 06 Phone�'q��� 3� _326 G
Detailed description of work: $�c[��nv� l�e.r•o� )l1ci,,, p,rilfh,� FI'.r�sU�Sj
l�rr�.�erL DtN.o f w�roc,� • `ac�uc�r5 � � �aE / E u, . ic.cl .S'�ccc,e S'fs+�r.n.s
Work Class: New( ) Addition ( ) Remodel � Repair( ) Demo ( ) Other( ) -�
Work Type: Interior(x') Exterior( ) Both ( ) Does an EHU exist at this loc,ation: Yes ( ) No( )
Type of Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial� Restaurant( ) Other( )
No. of Existing Dwelling Units in this building: ` No. of Accommodation Units in this building:
No/Type of Fireplaces Existing: Gas Appliances (N� Gas Logs( ) Wood/Pellet( ) Wood E3urning ( )
No/Type of Fireplaces Proposed: Gas Appliances (� Gas Logs ( ) Wood/Pellet( ) Wood Burning (NOT ALLOWED�
Does a Fire Alarm Exist: Yes ) No( ) Does a Fire Sprinkler System E:xist: Yes� No( )
******************��******************FOR OFFICE USE ONLY**************************************
,�
Other Fees___„ ,,_ Type of Construction: Acce ted B : '
DRB Fees: Occu anc Grou : Planner Si n-off:
P li P r it F : Date Received: O `, � ' � ��
\\Vail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 04/02/2003
'
' Project Roster
' Project: FirstBank of Vail
17 Vail Road
' Vail,Colorado 81657
Telephone: 970.476.5686
Fax: 970.479.3309
' Owner: FirstBank of Vail
17 Vail Road
Vail,Colorado 81657
' Telephone: 970.476.5686
Fax: 970.479.3309 �`
� QF G���'i
� ' Architect: Mitchell Plus Associates ��Q�� ''"�
2680 18`�'Street, Suite 100
Denver, Colorado 80211 J. MITCHELL
' Telephone: 303.477.2770 * �'
Fax: 303.477.4750 B-760
f�C �'`
F ��
I � D A RC�����
' FirstBank Direct Contracts:
Electrical: R. J. McNutt and Associates,Inc.
' S587 West 19�'Street
Greeley,Colorado 80634 �
``````eH{{{EINIIJ/���'i
Telephone: 970.330.3266 \``��.\P�O„.1- ,M�,,��.,�
' Fax: 970.3303667 ' • '
�� �: �,�STER .G '��
. O;�F� FO' �
` ��
; �:
_ �.� 13976 �: _
1 : :� �,r,�.��--
� ��'���y�:�S��NAL����Q.��\``�
� �''�i,, OF C0�-����``��
' � . ����uunuu»>�
APR 1 5 2003
'
'
'
'
'
, 0210 CONTENTS 1
' CONTENTS OF SPECIFICATIONS
1 STBANK of Vail
, Vail, Colorado
' DIVISION ONE—GENERAL REQUIREMENTS:
01010—Summary of Work
' 01020—Allowances
01027—Applications for Payment
01040—Coordination
' 01200—Project Meetings
01300—Submittals
01400—Quality Control
' 01421 —Reference Standards and Definitions
01600—Materials and Equipment
01631 —Substitutions
' 01700—Contract Closeout
01740—Warranties
' DIVISION TWO—SITE WORK:
02070—Selective Demolition
, DIVISION THREE—CONCRETE:
, Not Applicable
DIVISION FOUR—MASONRY:
' 04730—Manufactured Stone Veneer
' DIVISION FNE—METALS:
05400—Cold-Formed Metal Framing
' DNISION SIX—WOOD AND PLASTICS:
' 06100—Rough Carpentry
06200—Finish Carpentry
06402—Interior Architectural Woodwork
' DNISION SEVEN—MOISTURE PROTECTION:
' 07920—Joint Sealants
DNISION EIGHT—DOORS AND WINDOWS:
' 08211 —Flush Wood Doors
08314—Automatic Sliding Doors
'
' FIRSTBANK of Vail 0210
Vail,Colorado
,
, SECTION 01010-SUMMARY OF WORK
' 1.1 GENERAL
A. The Project consists of an interior demolition and remodel. The work includes selective
' demolition, millwork, finishes, fumiture, bank equipment, security, etc. as indicated in the
contract documents and related mechanicaUelectrical systems.
1. Project Location: FirstBank of Vail, 17 Vail Road,Vail,CO 81657.
' 2. Owner: FirstBank of Vail, 17 Vail Road,Vail,CO 81657.
B. Contract Documents, dated March 10, 2003, were prepared for the Proje;ct by Mitchell Plus I'
' Associates Inc.,2680 18�'Street, Suite 100,Denver,Colorado 80211,Phone: (303)477-2770.
� C. Use of the Site: Limit use of premises to areas indicated. Do not disturb portions of the site
beyond the areas indicated.
1. Allow for Owner occupancy and use by the public.
,
2. Keep driveways and entrances clear. Do not use these areas for parking or material
storage. Schedule deliveries to minimize on-site storage of material�and equipment.
i, '
D. Use of the Existing Building: Maintain building weathertight. Repa'vr damage caused by
, construction. Protect the building and its occupants during construction.
E. Full Owner Occupancy: The Owner will occupy the site and existing building during
, construction. Cooperate with the Owner to minimize conflicts and facilitate Owner usage. Do
not interfere with the Owner's operations.
F. Partial Owner Occupancy: The Owner reserves the right to occupy andl to place and install
, equipment in completed areas of the building prior to Substantial Completion. Placing
equipment and partial occupancy do not constitute acceptance of the Work.
, G. Products Ordered in Advance: The Owner has negotiated purchase orders with suppliers of
material and equipment to be incorporated into the Work. Purchase orders are assigned to the
Contractor. Receiving, handling, storage, and installation costs are included in the Contract
' Sum.
1. Contractor's responsibilities are the same as if Contractor negotiate�d purchase orders. If
' necessary, Contractor shall renegotiate purchase and execute fmal purchase-order
agreements.
' 2. A"Schedule of Products Ordered in Advance" is included at the end of this Section.
'
' SLTMMARY OF WORK 01010 - 1
' FIRSTBANK of Vail 0210
' Vail,Colorado
' SECTION 01020 -ALLOWANCES
, l.l GENERAL
A. Selected materials and equipment, and in some cases installation, are specified in the Contract
Documents by allowances. Allowances are established to defer selection of actual materials and
' equipment until additional information is available. Additional requirement:s will be issued by
Change Order.
' B. Types of allowances required include the following:
1. Lump-sum allowances.
' 2. Unit-cost allowances.
3. Contingency allowances.
4. Inspection and testing allowances.
I ' C. Division 1 Section"Modification Procedures" specifies procedures for submitting and handling
Change Orders.
�'�i ! D. Selection and Purchase: At the earliest practical date after award of the ��ontract, advise the
Architect of the date when selection and purchase of each product or syst.em described by an
allowance must be completed to avoid delaying the Work.
' E. At the Architect's request, obtain proposals for each allowance for use in making final
selections. Include recommendations that are relevant to performing the Work.
' F. Purchase products and systems from the designated supplier.
, G. Submittals: Submit proposals for purchase of products or systems included in allowances, in
the form specified for Change Orders.
1. Submit invoices or delivery slips to show quantities of materials deuivered to the site for
, use in fulfilling each allowance.
H. Contingency Allowances: Use contingency allowance only as direct:ed for the Owner's
' purposes and only by Change Orders that indicate amounts to be charged to the allowance.
1. Related costs for products and equipment ordered under the contingency allowance,
' including delivery, installation, taxes, insurance, and similar costs, are not part of the
Contract Sum.
2. Change Orders authorizing use of funds from the contingency allowance will include
' Contractor's related costs and reasonable overhead and profit.
3. At Project closeout, credit unused amounts remaining in the cont:ingency allowance to
Owner by Change Order.
' I. Inspection and testing allowances include the cost of engaging inspection or testing agencies,
the actual inspections and tests, and reporting the results.
�
' ALLOWANCES 01020 - 1
, FIRSTBANK of Vail 0210
Vail,Colorado
i '
� SECTION 01027 -APPLICATIONS FOR PAYMENT
' 1.1 GENERAL
A. Coordinate the Schedule of Values and Applications for Payment wit:h the Contractor's
Construction Schedule, Submittal Schedule,and List of Subcontracts.
' B. Schedule of Values: Coordinate preparation of the Schedule of Values wit]h preparation of the
Contractor's Construction Schedule.
' 1. Correlate line items in the Schedule of Values with other requ.ired administrative
schedules and forms,including:
� a. Contractor's Construction Schedule.
b. Application for Payment forms,including Continuation Sheets,.
' c. List of subcontractors.
d. List of products.
e. List of principal suppliers and fabricators.
� f. Schedule of submittals.
2. Submit the Schedule of Values at the earliest possible date but no latf;r than 7 days before
the date scheduled for submittal of the initial Applications for Payment.
' C. Format and Content: Use the Project Manual table of contents as a guide to�establish the format
for the Schedule of Values. Provide at least one line item for each Specific,ation Section.
' 1. Include the following Project identification:
, a. Project name and location.
b. Name of Architect.
c. Project number.
' d. Contractor's name and address.
e. Date of submittal.
2. Arrange the Schedule of Values in tabular form with separate columns to indicate the
' following for each item listed:
� a. Related Specification Section or Division.
' b. Description of Work.
c. Name of subcontractor.
d. Name of manufacturer or fabricator.
' e. Name of supplier.
f. Change Orders(numbers)that affect value.
g. Dollar value.
h. Percentage of Contract Sum to nearest one-hundredth percent,adjusted to total 100
' percent.
'
APPLICATIONS FOR PAI'MENT 01027 - 1
,
' FIRSTBANK of Vail 0210
Vail,Colorado
, �
2. When an application shows completion of an item, submit final or ful:l waivers. ,
' 3. Submit each Application for Payment with Contractor's waiver of li��n for the period of
construction covered by the application.
' a. Submit final Applications for Payment with final waivers from every entity
involved with performance of the Work covered by the applicaition who may file a
lien.
' 4. Waiver Forms: Submit waivers of lien on forms,and executed in a m.anner,acceptable to
the Owner.
! J. Initial Application for Payment: Administrative actions and submittals tl�at must precede or
coincide with submittal of the first Application for Payment include the following:
1 l. List of subcontractors.
2. List of principal suppliers and fabricators.
3. Schedule of Values.
, 4. Contractor's Construction Schedule(preliminary if not fmal).
5. Submittal Schedule(preliminary if not final).
6. List of Contractor's staff assignments.
' 7. Copies of building permits.
8. Copies of licenses from governing authorities.
9. Certificates of insurance and insurance policies.
, 10. Performance and payment bonds.
K. Application for Payment at Substantial Completion: Following issuance of the Certificate of
Substantial Completion, submit an Application for Payment. This application shall reflect
, Certificates of Partial Substantial Completion issued previously for C)wner occupancy of
designated portions of the Work.
' 1. Administrative actions and submittals that shall precede or coincide with this application
include the following:
' a. Occupancy permits.
b. Warranties and maintenance agreements.
c. Test/adjust/balance records.
� d. Maintenance instructions.
e. Meter readings.
£ Changeover information related to Owner's occupancy.
g. Final cleaning.
' h. Application for reduction of retainage and consent of surety.
L. Final Payment Application: Adininistrative actions and submittals tl.hat must precede or
' coincide with submittal of the final Application for Payrnent include the following:
1. Completion of Project closeout requirements.
' 2. Completion of items specified for completion after Substantial Com�pletion.
3. Transmittal of Project construction records to the Owner.
4. Certified property survey.
5. Proof that taxes, fees,and sixnilar obligations were paid.
i
� APPLICATIONS FOR PAYMENT 01027 -3
, FIRSTBANK of Vail 0210
I ' Vail,Colorado
SECTION 01035 -MODIFICATION PROCEDURES
' '
1.1 GENERAL
' A. Minor Changes in the Work: The Architect will issue instructions authorizvig minor changes in '
the Work on AIA Form G710.
' B. Owner-Initiated Change Order Proposal Requests: The Architect will iss,ue a description of
proposed changes in the Work that require adjustment to the Contract �>um or Time. The
description may include supplemental or revised Drawings and Specifications.
' 1. Proposal requests are for information only. Do not consider them a�� instruction to stop
work or to execute the proposed change.
' 2. Within 20 days of receipt, submit an estimate of cost necessary to ex�ecute the change for
the Owner's review.
a. Include an itemized list of products required and unit costs, with the total amount
' of purchases. I
b. Indicate taxes, delivery charges,equipment rental,and amounts of trade discounts.
c. Indicate the effect the change will have on the Contract Time.
' C. Contractor-Initiated Proposals: When unforeseen conditions require modifications, the
Contractor may submit a request for a change to the Architect.
' 1. Describe the proposed change. Indicate reasons for the change and the effect of the
change on the Contract Sum and Time.
' 2. Include an itemized list of products required and unit costs, with the total amount of
purchases.
3. Indicate taxes,delivery charges,equipment rental, and amounts of tr,ade discounts.
' D. Proposal Request Form: Use AIA Document G709.
E. Allowance Adjustment: Base Change Order Proposals on the difference t>etween the purchase
' amount and the allowance, multiplied by the measurement of work-in-plac:e. Allow for cutting
losses,tolerances,mixing wastes,normal product imperfections,and simil��r margins.
' 1. Include installation costs only where indicated as part of the allowar.ice.
2. Prepare explanations and documentation to substantiate margins claimed.
3. Submit substantiation of a change in work claimed in the Change C►rders related to unit-
' cost allowances.
F. Submit claims for increased costs because of a change in the allowance, whether for purchase
order amount or handling, labor, installation, overhead, and profit. Submit claims within 21
' days of receipt of authorization to proceed. The Owner will reject claim;� submitted later than
21 days.
' l. Do not include indirect expense in cost amount unless the Work has changed from that
described in Contract Documents.
'
' MODIFICATION PROCEDURES 01035 - 1
--
I ' 0210
FIRSTBANK of Vail
Vail,Colorado
'
' SECTION 01040 -COORD]NATION
' 1.1 GENERAL
A. This Section includes requirements for coordinating construction operatioris including, but not
' necessarily limited to,the following:
1. Coordination drawings.
2. Administrative and supervisory personnel.
' 3. Cleaning and protection.
, 1.2 COORDINATION
A. Coordinate construction to assure efficient and orderly installation of eac;h part of the Work.
' Coordinate operations that depend on each other for proper installation, connection, and
operation.
1. Schedule operations in the sequence required to obtain the best resul�ts where installation
' of one part depends on installation of other components, befo:re or after its own
installation.
2. Coordinate installation of different components to assure maximum accessibility for
' maintenance, service, and repair.
3. Make provisions to accommodate items scheduled for later installati��n.
' B. Where necessary, prepare memoranda for distribution to each party involved, outlining
procedures required for coordination. Include such items as required :notices, reports, and
attendance at meetings.
, 1. Prepare similar memoranda for the Owner and separate contractors vvhere coordination of
their work is required.
, C. Administrative Procedures: Coordinate scheduling and timing of requiired procedures with
other activities to avoid conflicts and assure orderly progress. Such acti�rities include, but are
not limited to,the following:
, 1. Preparation of schedules.
2. Delivery and processing of submittals.
' 3. Progress meetings.
4. Project closeout activities.
D. Conservation: Coordinate construction to assure that operations are carried out with
' consideration for conservation of energy,water, and materials.
1. Salvage materials and equipment involved in performance of,but not incorporated in,the
' Work.
'
' COORDINATION 01040 - 1
' 0210 '
FIlZSTBANK of Vail
Vail,Colorado '
'
SECTION 01045 -CUTTING AND PATCHING II
' �
' 1.1 GENERAL
A. Cutting and Patching Proposal: Submit a proposal describing procedures in advance of the time
cutting and patching will be performed. Request approval to proceed. Include the following:
,
1. Describe extent of cutting and patching. Show how it will be performed and indicate
why it cannot be avoided.
, 2. Describe changes to existing construction. Include changes to structural elements and
operating components and changes in the building's appearance and other significant
visual elements.
' 3. List products to be used and firms that will perform Work.
4. Indicate dates when cutting and patching will be performed.
5. Utilities: List utilities that will be disturbed or relocated and those that will be
' temporarily out-of-service. Indicate how long service will be disrupted.
6. Where cutting and patching involves adding reinforcement to structur•al elements, submit
details and engineering calculations showing integration of reinforcement with the
' original structure.
7. Approval to proceed does not waive the Architect's right to late;r require complete
removal and replacement of unsatisfactory work.
' B. Requirements for Structural Work: Do not cut and patch structural elemeuts in a manner that
would change their load-carrying capacity or load-deflection ratio.
, 1. Obtain approval before cutting and patching the following structural elements:
a. Foundation construction.
' b. Bearing and retaining walls.
C. Operational Limitations: Do not cut and patch operating elements in a manner that would
' reduce their capacity to perform as intended. Do not cut and patch operating elements in a
manner that would increase maintenance or decrease operational life or saf�ty.
1. Obtain approval before cutting and patching the following operatin�g elements or safety
' related systems:
a. Primary operational systems and equipment.
' b. Fire protection systems.
c. Electrical wiring systems.
' D. Visual Requirements: Do not cut and patch exposed construction in a manner that would,in the
Architect's opinion, reduce the building's aesthetic qualities. Do not cut a�nd patch in a manner
that would result in visual evidence of cutting and patching. Remove anct replace construction
' cut and patched in a visually unsatisfactory manner.
,
, CUTTING AND PATCHING 01045 - 1
' of Vail 0210
FIRSTBANK
' Vail,Colorado
2. To avoid marring finished surfaces, cut or drill from the exposed or finished side into
' concealed surfaces.
3. Cut through concrete and masonry using a cutting machine, such as a Carborundum saw
or a diamond-core drill.
' 4. Comply with requirements of applicable Division 2 Sections where cutting and patching
requires excavating and backfilling.
5. Where services are required to be removed, relocated, or abandoned, by-pass utility
, services before cutting. Cut-off pipe or conduit in walls or partitions to be removed.
Cap,valve,or plug and seal the remaining pipe or conduit to prevent entrance of moisture
or other foreign matter after by-passing and cutting.
' H. Patching: Patch with durable seams that are as invisible as possible. Co�riply with specified
tolerances.
, 1. Inspect and test patched areas to demonstrate integrity of the installation.
2. Restore exposed fmishes of patched areas and extend finish restoration into retained
adjoining construction in a manner that will eliminate evidencf; of patching and
, refinishing.
3. Where removing walls or partitions extends one fmished area into another, patch and
repair floor and wall surfaces in the new space. Provide an even surf�ce of uniform color
' and appearance. Remove floor and wall coverings and replace wi1;h new materials to
achieve uniform color and appearance.
' a. Where patching occurs in a smooth painted surface, extend final paint coat over
entire surface containing the patch after the area has received primer and second
coat.
i ' 4. Patch, repair, or rehang ceilings as necessary to provide an even-plane surface of uniform
appearance.
' I. Cleaning: Clean areas and spaces where cutting and patching are perfornned. Remove paint,
mortar, oils, putty, and similar items. Clean piping, conduit, and similar features before
applying paint or finishing materials. Restore damaged pipe covering to its original condition.
'
END OF SECTION 01045
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' CUTTING AND PATCHING 01045 -3
' 0210
FIRSTBANK of Vail
' Vail,Colorado
' SECTION 01200-PROJECT MEETINGS
' 1.1 GENERAL
A. This Section specifies administrative and procedural requirements for project meetings,
' including,but not limited to,the following:
1. Preconstruction conferences.
, 2. Preinstallation conferences.
3. Progress meetings.
B. Preconstruction Conference: Schedule a preconstruction conference before starting
' construction. Review responsibilities and personnel assignments.
C. Attendees: Authorized representatives of the Owner, Architect, and the,ir consultants; the
' Contractor and its superintendent; major subcontractors; and other concemed parties shall
attend.
' 1. Participants shall be familiar with the Project and authorized to conclude matters relating
to the W ork.
D. Agenda: Discuss items that could affect progress, including the following:
' 1. Tentative construction schedule.
2. Critical work sequencing.
' 3. Submittal of Shop Drawings,Product Data, and Samples.
4. Use of the premises.
' E. Preinstallation Conferences: Conduct a conference before each activity that requires
coordination with other operations.
' F. Attendees: The Installer and representatives of manufacturers and fabricators involved in or
affected by the installation shall attend. Advise the Architect of scheduled�meeting dates.
1. Review the progress of other operations and preparations for the activity under
' consideration at each preinstallation conference, including re��uirements for the
following:
' a. Compatibility problems and acceptability of substrates.
b. Time schedules and deliveries.
c. Manufacturer's recommendations.
' d. Warranty requirements.
e. Inspecting and testing requirements.
' 2. Record significant discussions and agreements and disagreements, and the approved
schedule. Promptly distribute the record of the meeting to everyone concerned,including
the Owner and the Architect.
'
' PROJECT MEETINGS 01200 - 1
' FIRSTBANK of Vail 0210
' Vail,Colorado
' SECTION 01300-SUBMTTTALS
� 11 GENERAL
A. Submittal Procedures: Coordinate submittal preparation with construction, fabrication, other
submittals, and activities that require sequential operations. Transmit in advance of
' construction operations to avoid delay.
1. Coordinate submittals for related operations to avoid delay because of the need to review
' submittals concurrently for coordination. The Architect reserves the right to withhold
action on a submittal requiring coordination until related submittals are received.
2. Processing: Allow 2 weeks for initial review. Allow more time if the Architect must
'I ' delay processing to permit coordination. Allow 2 weeks for reprocessing.
a. No extension of Contract Time will be authorized because of'failure to transmit
' submittals sufficiently in advance of the Work to permit processing.
3. Submittal Preparation: Place a permanent label on each submitta:l for identification.
Provide a 4-by 5-inch(100-by 125-mm) space on the label or beside title block to record
, review and approval markings and action taken. Include the following information on the
label for processing and recording action taken.
, a. Project name.
b. Date.
c. Name and address of the Architect.
' d. Name and address of the Contractor.
e. Name and address of the subcontractor.
f. Name and address of the supplier.
, g. Name of the manufacturer.
h. Number and title of appropriate Specification Section.
i. Drawing number and detail references,as appropriate.
' 4. Submittal Transmittal: Package each submittal appropriately. Transmit with a
transmittal form. The Architect will not accept submittals from saurces other than the
� Contractor.
5. Transmittal Form: On the form, record requests for data a�id deviations from
requirements. Include Contractor's certification that information complies with
requirements.
, B. Contractor's Construction Schedule: Prepare a horizontal bar-chart-type, contractor's
construction schedule. Provide a separate time bar for each activity and a vertical line to
, identify the first working day of each week. Use the same breakdown of�]Vork indicated in the
"Schedule of Values." Indicate estimated completion in 10 percent increments. As Work
progresses,mark each bar to indicate actual completion.
, 1. Submit within 30 days of the date established for"Commencement of the Work."
2. Prepare the schedule on stable transparency, or other reproducible media, of width to
show data for the entire construction period.
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' SUBMITTALS 01300 - 1
' FIRSTBANK of Vail 0210
' Vail,Colorado
a. Do not use Shop Drawings without an appropriate final stamp indicating action
' taken.
E. Product Data: Collect Product Data into a single submittal for each element of construction.
' Mark each copy to show applicable choices and options. Where Prociuct Data includes
information on several products,mark copies to indicate applicable information.
' 1. Include the following information:
a. Manufacturer's printed recomxnendations.
' b. Compliance with trade association standards.
c. Compliance with recognized testing agency standards.
d. Application of testing agency labels and seals.
e. Notation of dimensions verified by field measurement.
, f. Notation of coordination requirements.
2. Preliminary Subxnittal: Submit a preliminary single copy of Product Data where
' selection of options is required.
3. Submittals: Submit 2 copies; submit 4 copies where required for maintenance manuals.
The Architect will retain one and return the other marked with action taken.
' a. Unless noncompliance with Contract Documents is observed, the submittal serves
as the final submittal.
' 4. Distribution: Furnish copies to installers, subcontractors, suppliers, and others required
for performance of construction activities. Show distribution on tr�nsmittal forms. Do
not proceed with installation until a copy of Product Data is in the Installer's possession.
' a. Do not use unmarked Product Data for construction.
t F. Samples: Submit full-size Samples cured and fmished as specified and identical with the
material proposed. Mount Samples to facilitate review of qualities.
' 1. Include the following:
a. Specification Section number and reference.
' b. Generic description of the Sample.
c. Saxnple source.
d. Product naxne or name of the manufacturer.
e. Compliance with recognized standards.
' f. Availability and delivery time.
2. Submit Samples for review of size, kind, color, pattern, and texture;, for a check of these
' characteristics, and for a comparison of these characteristics between the final submittal
and the actual component as delivered and installed. Where variations are inherent in the
material, submit at least 3 units that show limits of the variations.
' a. Refer to other Sections for requirements for Samples that illustrate workmanship,
fabrication techniques, details of assembly, connections, aperation, and similar
' characteristics.
' SUBMTTTALS 01300 -3
tFIRSTBANK of Vail 0210 '
Vail,Colorado
'
' SECTION 01400 -QUALTTY CONTROL
' 1.1 GENERAL
A. Quality-control services include inspections, tests, and related actions, including reports
performed by Contractor, by independent agencies, and by governing authorities. They do not
' include contract enforcement activities performed by the Architect.
B. Contractor Responsibilities: Unless they are the responsibility of another entity, Contractor
' shall provide inspections and tests specified elsewhere and required by authorities having
jurisdiction. Costs for these services are included in the Contract Sum.
�� , 1. Where inspections and tests are the Contractor's responsibility, the Contractor shall
employ and pay a qualified independent testing agency to perform these services. Costs
for these services are included in the Contract Sum.
' 2. Where inspections and tests are the Owner's responsibility, the Ow�aer will employ and
pay a qualified independent testing agency to perform those services.
3. Where inspections and tests are the Owner's responsibility, the Owner will engage the
' ' services of a qualified independent testing agency to perform those: services. Payment
will be made from the Inspection and Testing Allowance, as authorized by Change
Orders.
' a. Where the Owner engages an agency to test or inspect part ��f the Work and the
Contractor is required to engage an entity to test or inspect the saxne or related
element, the Contractor shall not employ the entity engaged by the Owner, unless
' the Owner agrees in writing.
C. Retesting: The Contractor is responsible for retesting where results of inspections and tests
, prove unsatisfactory and indicate noncompliance with requirements.
1. The cost of retesting is the Contractor's responsibility where tests performed indicated
' noncompliance with requirements.
D. Auxiliary Services: Cooperate with agencies perfornung inspections and tests. Provide
auxiliary services as requested. Notify the agency in advance of operations to permit
, assignment of personnel. Auxiliary services include the following:
1. Providing access to the Work.
' 2. Furnishing incidental labor and facilities to assist inspections and tests.
3. Taking adequate quantities of representative samples of materials that require testing or
assisting the agency in taking samples.
' 4. Providing facilities for storage and curing of test samples.
5. Delivering saxnples to testing laboratories.
6. Providing preliminary design mix proposed for use for materials mixes that require
, control by the testing agency.
7. Providing security and protection of samples and test equipment.
'
, QUALTTY CONTROL 01400 - 1
' STBANK of Vail 0210
FIlZ
, Vail,Colorado
1.3 EXECUTION
' A. Repair and Protection: Upon completion of inspection, testing, and sarnple taking, repair
damaged construction. Restore substrates and finishes. Comply with Division 1 Section
' "Cutting and Patching."
B. Protect construction exposed by or for quality-control service activities, and protect repaired
' construction.
C. Repair and protection are Contractor's responsibility, regardless of �the assignment of
responsibility for inspection and testing.
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END OF SECTION 01400
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QUALITY CONTROL 01400-3
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� ' �210
FIRSTBANK of Vail
' Vail,Colorado
' SECTION 01421 -REFERENCE STANDARDS AND DEFINTTIONS
' 1.1 GENERAL
A. Definitions: Basic contract definitions are included in the Conditions of the Contract.
' B. "Indicated" refers to graphic representations, notes, or schedules on the Drawings; or to other
paragraphs or schedules in the Specifications and similar requiremen��s in the Contract
Documents. Terms such as "shown," "noted," "scheduled," and"specified" are used to help the
� user locate the reference. Location is not limited.
�� �� �� �� �� �� �� �� �� �� �� �� �� ��
C. Directed, requested, authorized, selected, approved, required, an�d permitte mean
, directed by the Architect,requested by the Architect,and similar phrases.
D. "Approved," when used in conjunction with the Architect's action an the Contractor's
' submittals, applications, and requests, is limited to the Architect's duties and responsibilities as
stated in the Conditions of the Contract.
E. "Regulations"includes laws,ordinances, statutes,and lawful orders issued t�y authorities having
' jurisdiction, as well as rules, conventions, and agreements within the const�ruction industry that
control performance of the Work.
, F. "Furnish" means to supply and deliver to the Project site, ready for unloading, unpacking,
assembly,installation,and similar operations.
' G. "Install" describes operations at the Project site including the actual u:nloading, temporary
storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension,
finishing,curing,protecting,cleaning,and similar operations.
, H. "Provide"means to furnish and install, complete and ready for the intended use.
I. "Installer" is the Contractor or another entity engaged by the Contractor, ei.ther as an employee,
, subcontractor,or contractor of lower tier,to perform a particular constructi��n activity,including
installation, erection, application, or similar operations. Installers are required to be
experienced in the operations they are engaged to perform.
' 1. The term "experienced," when used with the term "installer," mean:>having successfully
completed a minimum of five previous projects sixnilar in size and �scope to this Project;
, being familiar with the special requirements indicated; and ha.ving complied with
requirements of authorities having jurisdiction.
2. Using a term such as "carpentry" does not imply that certain constnaction activities must
' be performed by accredited or unionized individuals of a corresponding generic name,
such as "carpenter."
J. "Project site" is the space available to the Contractor for performing construction activities,
' either exclusively or in conjunction with others performing other work a.s part of the Project.
The extent of the Project site is shown on the Drawings and may or may not be identical with
the description of the land on which the Project is to be built.
'
REFERENCE STANDARDS AND DEFINITIONS 01421 - 1
'
' FIRSTBANK of Vail 0210
Vail,Colorado
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1.3 EXECiTTION(Not Applicable)
'
END OF SECTION 01421
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' REFERENCE STANDARDS AND DEFINITIONS 01421 -3
' FIRSTBANK of Vail 0210
Vail,Colorado
,
' SECTION 01500-CONSTRUCTION FACII,ITIES AND TEMPORARY CONTROLS
' 1.1 GENERAL
A. Summary: This Section specifies construction facilities and temporary controls including
temporary utilities, support facilities,and security and protection facilities.
' B. Regulations: Comply with industry standards and applicable laws and regul�.ations of authorities
having jurisdiction including,but not limited to,the following:
' 1. Building code requirements. I
2. Health and safety regulations.
� 3. Utility company regulations.
4. Police,fire department,and rescue squad rules.
5. Environmental protection regulations.
, C. Standards: Comply with NFPA 241 "Standard for Safeguarding Construction, Alterations, and
Demolition Operations," ANSI A10 Series standards for"Safety Requireme;nts for Construction
and Demolition," and NECA Electrical Design Library"Temporary Electric.al Facilities."
' 1. Electrical Service: Comply with NEMA, NECA, and UL standard;� and regulations for
temporary electric service. Install service in compliance with NFPA 70 "National
' Electric Code."
D. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary
' utility before use. Obtain required certifications and permits.
E. Temporary Utilities: Prepare a schedule indicating dates for implementation and termination of
' each temporary utility. Submit reports of tests, inspections, meter readiings, and procedures
performed on temporary utilities. At the earliest time, change over fram use of temporary
service to use of permanent service.
, 1.2 PRODUCTS
' A. Materials: Provide new materials. If acceptable to the Architect, the Contractor may use
undamaged, previously used materials in serviceable condition. Provide :materials suitable for
use intended.
' 1. Lumber and Plywood: Comply with Division 6 Section "Rough Carpentry." Provide
LJL-labeled, fire-treated lumber and plywood for temporary offices and sheds. Provide
exterior, Grade B-B high-density concrete form overlay plywood fo�r signs. Provide 5/8-
' inch-(16-mm-)thick exterior plywood for other uses.
2. Roofing Materials: UL Class A standard-weight asphalt shingles or UL Class C mineral-
surfaced roll roofing on roofs of temporary offices, shops,and shed:c.
' 3. Paint: Comply with Division 9 Section"Painting."
'
' CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500- 1
' FIlZSTBANK of Vail 0210
, Vail,Colorado
2. Conditions of Use: Keep temporary facilities clean and neat in appearance. Operate
' safely and efficiently. Relocate as the Work progresses. Do not overload facilities or ,
permit them to interfere with progress. Take necessary fire-prevention measures. Do not
allow hazardous, dangerous, or unsanitary conditions, or public nuisances to develop or
' persist on-site.
B. Temporary Utility Installation: Engage the local utility company to install temporary service or
connect to existing service. Where company provides only part of the :>ervice, provide the
' remainder with matching, compatible materials and equipment. Com�ply with company
recommendations.
' l. Arrange with company and existing users for a time when service can be interrupted to
make connections for temporary services.
2. Provide adequate capacity at each stage of construction. Prior 1:o temporary utility
� availability,provide trucked-in services.
3. Obtain easements to bring temporary utilities to the site where the Owner's easements
cannot be used for that purpose.
' 4. Use Charges: Cost or use charges for temporary facilities are not chargeable to the
Owner or Architect. Neither the Owner nor Architect will accept co:;t or use charges as a
basis of claims for Change Orders.
t 5. Temporary Water Service: Install temporary water service and distribution piping of
sizes and pressures adequate for construction. Maintain service until permanent water
service is in use. Sterilize piping pnor to use.
6. Temporary Electric Power: Provide weatherproof, grounded electnic power service and
idistribution system of sufficient size,capacity,and power characteris;tics. Include meters,
transformers, overload-protected disconnects, automatic ground-fault interrupters, and
main distribution switch gear. Install service underground.
, a. Power Distribution: Install wiring overhead and rise ve:rtically where least
exposed to damage.
' b. Temporary Lighting: Provide temporary lighting with local switching to fulfill
security requirements and illumination for construction operations and traffic
conditions.
i7. Temporary Heat: Provide temporary heat for curing or drying of cc�mpleted installations
or for protection of installed constnxction from adverse effects of low temperatures or
high humidity. Select equipment that will not have a harmful effect on completed
' installations. Coordinate ventilation requirements to produce ambie;nt condition required
and minimize consumption of energy.
' a. Heating Facilities: Except where the Owner authorizes u.se of the permanent
system, provide vented, self-contained, LP-gas or fuel-oil he;aters with individual
space thermostatic control. Use of gasoline-burning space h��aters, open flame, or
, salamander heating units is prohibited.
8. Temporary Telephones: Provide temporary telephone service for personnel engaged in
� construction. Install a separate line for each temporary office and first-aid station.
Provide a dedicated telephone line for a fax machine in the field office. At each
telephone,post a list of important telephone numbers.
�
' CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 -3
, FIIZSTBANK of Vail 0210
' Vail,Colorado
windows, and serviceable finishes. Keep the office clean and order:ly for use for small
' progress meetings. Furnish and equip offices as follows:
a. Furnish field offices with a desk and chairs, a 4-drawer file cabinet, plan table,
, plan rack, and a 6-shelf bookcase. Equip with a water cooler and toilet complete
with water closet,lavatory, and medicine cabinet unit with a miirror.
t 3. Storage and Fabrication Sheds: Install sheds equipped to accomm�odate materials and
equipment involved. Sheds may be open shelters or fully enclosed spaces within the
building.
4. Temporary Paving: Construct temporary paving for roads, storage areas, and parking
' where the same permanent facilities will be located. Comply witb. Division 2 Section
"Hot-Mixed Asphalt Paving."
, a. Coordinate temporary paving development with subgrade girading, compaction,
installation and stabilization of subbase, and installation of bas:e and finish courses
of permanent paving.
' 1) Install temporary paving to minimize the need to rew�ork the installations
and to result in permanent roads and paved areas without damage or
, deterioration when occupied by the Owner.
b. Delay installation of the fmal course of permanent paving unti:l immediately before
Substantial Completion. Coordinate with weather cc►nditions to avoid
' unsatisfactory results.
c. Extend temporary paving in and around the construction a�rea as necessary to
accommodate delivery and storage of materials, equipment u;sage, administration,
' and supervision.
5. Dewatering Facilities and Drains: For temporary drainage and dewatering operations not
' directly associated with construction,comply with dewatering requirements of applicable
Division 2 Sections. Where feasible, utilize the same facilities. D�Iaintain excavations
and construction free of water.
' 6. Temporary Enclosures: Provide temporary enclosures for protection of construction from
exposure, foul weather, other construction operations, and similar a<;tivities. Where heat
is needed and the permanent building enclosure is not complete, provide temporary
' enclosures where there is no other provision for containnlent af heat. Coordinate
enclosure with ventilating and material drying or curing requiremenl:s to avoid dangerous
conditions.
' a. Install tarpaulins securely, with incombustible wood framing, and other materials.
Close openings of 25 sq. ft. (2.3 sq.m)or less with plywood ar similar materials.
b. Close openings through floor or roof decks and horizontal surfaces with load-
' bearing,wood-framed construction.
7. Temporary Lifts and Hoists: Provide facilities for hoisting material:;and employees.
' 8. Temporary Elevator Use: Refer to Division 14 Sections for elevator•s.
9. Project Signs: Install project identification and other signs where indicated to inform the
public and persons seeking entrance to the Project. Support on fra�,�ning of preservative-
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' CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 -5
' ' 0210
FIRSTBANK of Vail
' Vail,Colorado
b. Provide plywood fence, 8 feet (2.5 m) high, framed with four:�-by-4-inch(50-by-
' 100-mm) rails, and preservative-treated wood posts spaced not more than 8 feet
(2.5 m)apart.
' S. Covered Walkway: Erect a protective covered walkway along the adjacent public street.
Coordinate with entrance gates. Comply with regulations of authorities having
jurisdiction.
' a. Construct walkways using wood plank overhead decking, :protective plywood
enclosure walls, handrails,barricades,warning signs, lights, sa�fe and well-drained
walkways, and similar provisions for protection. Extend ba�ck wall beyond the
, structure to complete the enclosure fence. Paint and maiintain in a manner
acceptable to the Owner.
, 6. Security Enclosure and Lockup: Install temporary enclosure of partially completed areas
of construction. Provide locking entrances to prevent unauthorized f;ntrance, vandalism,
and theft. Provide a secure lockup where materials and equipment a�°e of value and must
' be stored.
7. Environmental Protection: Operate temporary facilities and conduct��onstruction in ways
that comply with environmental regulations and minimize the possibility that air,
t waterways, and subsoil might be contaminated or polluted. Avoid use of tools and
equipment that produce harmful noise. Restrict use of noise-making;equipment to hours
that will minimize complaints.
, E. Operation: Enforce discipline in use of temporary facilities. Limit availability to intended uses
to minimize waste and abuse.
, F. Maintenance: Maintain facilities in operating condition until removal. Pratect from damage by
freezing temperatures and similar elements. Maintain temporary enclosw�es, heating, cooling,
humidity control,ventilation, and similar facilities on a 24-hour basis where required to achieve
' indicated results and to avoid damage.
G. Protection: Prevent water-filled piping from freezing. Maintain markers for underground lines.
' Protect during excavation.
H. Termination and Removal: Remove each temporary facility when the n��ed has ended, when
replaced by a permanent facility, or no later than Substantial Completion. Complete or restore
' permanent construction delayed because of interference with the tempo:rary facility. Repair
damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily
' repaired.
1. Materials and temporary facilities are the Contractor's property. Tb.e Owner reserves the
right to take possession of project identification signs.
' 2. Remove temporary paving. Where the area is intended for landscape development,
remove soil and aggregate fill that do not comply with requirements for fill or subsoil in
the area. Remove materials contaminated with oil, asphalt and other petrochemical
' compounds, and substances that might impair growth of plant matetials or lawns. Repair
or replace paving, curbs, and sidewalks at the temporary entrances, as required by the
governing authority.
'
' CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500-7
' 0210
FIRSTBANK of Vail
, Vail,Colorado
' SECTION 01600 -MATERIALS AND EQUIl'MENT
' 1.1 1GENERAL 1 ed for the Pro'ect
A. Products are items purchased for mcorporation m the Work,whether purc}as )
' or taken from previously'purchased stock.
1. Named Products are items identified by the manufacturer's product name, including
make or model number or designation, shown or listed in the manu�facturer's published
' product literature.
B. "Materials" are products substantially shaped,cut,worked,mixed,finished,refined or otherwise
' fabricated,processed,or installed to form a part of the Work.
C. "Equipment" is a product with operational parts, whether motorized or ma�aually operated, that
' requires service connections, such as wiring or piping.
D. Product List: A list of products required is included at the end of this Section. Prepare a
schedule in tabular form showing each product listed. Include the manufacturer's name and
' proprietary product names for each item listed. Coordinate product list �vith the Contractor's
Construction Schedule and Submittal Schedule.
' 1. Form: Prepare product list with information on each item tabulated under the following
column headings:
, a. Related Specification Section number.
b. Generic name used in Contract Documents.
c. Proprietary name,model number,and similar designations.
t d. Manufacturer's name and address.
e. Supplier's name and address.
£ Installer's name and address.
' g. Projected delivery date or time span of delivery period.
2. Within 60 days after date of commencement of the Work, submit 3 copies of the product
list. Provide a written explanation for omissions of data and vari.ations from Contract
' requirements.
3. The Architect will respond within 2 weeks of receipt of the list. Nc�response within this
period constitutes no objection to listed manufacturers or products but does not waive the
' requirement that products comply with Contract Documents. The Architect's response
will include a list of unacceptable products.
' E. Source Limitations: To the fullest extent possible, provide products of the same kind from a
single source.
1. When the Contractor is given the option of selecting between 2 or more products for use
' on the Project,the product selected shall be compatible with products previously selected.
1
' MATERIALS AND EQUIPMENT 01600 - 1
I' ' 0210
FIRSTBANK of Vail
Vail,Colorado
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l. Proprietary Specification Requirements: Where Specifications na�me only a single
' product or manufacturer, provide the product indicated. No substitutions will be
permitted.
2. Semiproprietary Specification Requirements: Where Specification;� name 2 or more
' products or manufacturers, provide 1 of the products indicated. No substitutions will be
permitted.
' a. Where products are specified by name, accompanied by th�e term "or equal,"
comply with provisions concerning"substitutions" to obtain ap�proval for use of an
unnamed product.
' 3. Nonproprietary Specifications: When Specifications list products or manufacturers that
are available and may be incorporated in the Work, but do not restri��t the Contractor to
use of these products only, the Contractor may propose any available product that
' complies with Contract requirements. Comply with Contract Document provisions
concerning"substitutions"to obtain approval for use of an unnamed product.
4. Descriptive Specification Requirements: Where Specifications describe a product,listing
' characteristics required, with or without use of a brand name, provide a product that
provides the characteristics and otherwise complies with requirements.
5. Performance Specification Requirements: Where Specifications require compliance with
' performance requirements, provide products that comply and are recommended for the
application. Manufacturer's recommendations may be contained in product literature or
by the manufacturer's certification of performance.
6. Compliance with Standards, Codes, and Regulations: Where Specifications only require
' compliance with an imposed code, staudard, or regulation, select a p�-oduct that complies
with the standards,codes,or regulations specified.
7. Visual Matching: Where Specifications require matching a Sam�ple, the Architect's
' decision on whether a product matches will be fmal. Where no pro�3uct in the specified
category matches and complies with other requirements, comply with provisions
concerning"substitutions"for selection of a matching product in another category.
' 8. Visual Selection: Where requirements include the phrase "... as selected from
manufacturer's standard colors,patterns, textures ..." or a similar phrase, select a product
that complies with other requirements. The Architect will select the color, pattern, and
' texture from the product line selected.
' 1.3 EXECUTION
A. Comply with manufacturer's instructions for installation of products. ?�nchor each product
securely in place, accurately located and aligned with other Work. Clean e;xposed surfaces and
' protect as necessary to ensure freedom from damage and deterioration a1: time of Substantial
Completion.
IEND OF SECTION 01600
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' MATERIALS AND EQUIPMENT 01600 -3
' FIRSTBANK of Vail 0210
' Vail,Colorado
, SECTION 01631 -SUBSTITUTIONS
, 1.1 GENERAL
A. Substitutions: Changes in products,materials,equipment,and methods of construction required
by the Contract Documents proposed after award of the Contract are con:�idered requests for
' substitutions. The following are not requests for substitutions:
1. Substitutions requested during the bidding period and accepted by Addendum prior to
� award of the Contract.
2. Revisions to the Contract Documents requested by the Owner.
3. Specified options included in the Contract Documents.
� 4. Contractor's compliance with regulations issued by governing authorities.
B. Substitution Request Submittal: The Architect will consider requests for s.ubstitution received
' within 60 days after commencement of the Work.
1. Submit 3 copies of each request for substitution. Submit rec�uests according to
procedures required for change-order proposals.
, 2. Identify the product or method to be replaced in each reques;t. Include related
Specification Section and Drawing numbers.
3. Provide documentation showing compliance with the requirements :for substitutions and
' the following information:
a. Coordination information, including a list of changes needed to other Work that
, will be necessary to accommodate the substitution.
b. A comparison of the substitution with the Work specified, inc:luding performance,
weight, size,durability, and visual effect.
, c. Product Data, including Drawings and descriptions of products and installation
procedures.
d. Samples,where applicable or requested.
e. A statement indicating the effect on the Contractor's Canstruction Schedule
' compared to the schedule without approval of the substitution. Indicate the effect
of the substitution on Contract Time.
f. Cost information, including a proposal of the net change, if'any in the Contract
, Sum.
g. Certification that the substitution conforms to the Contract Documents and is
appropriate for the applications indicated.
, h. The Contractor's waiver of rights to additional payment or time that may become
necessary because of the failure of the substitution to perform adequately.
' 4. Architect's Action: If necessary,the Architect will request additional information within
one week of receipt of a request for substitution. The Architect will notify the Contractor
of acceptance or rejection within 2 weeks of receipt of the request. .Acceptance will be in
' the form of a change order.
a. Use the product specified if the Architect cannot make a dec-ision within the time
� allocated.
' SUBSTITUTIONS 01631 - 1
' 0210
FIIZSTBANK of Vail
Vail,Colorado
,
' SECTION 01700 -CONTRACT CLOSEOUT
' l.l GENERAL
A. Closeout requirements for specific construction activities are included in the appropriate
' Sections in Divisions 2 through 16.
B. Substantial Completion: Before requesting inspection for certifical:ion of Substantial
Completion,complete the following:
, 1. In the Application for Payment that coincides with, or first follows, the date Substantial
Completion is claimed, show 100 percent completion for the Work claimed as
' substantially complete.
a. Include supporting documentation for completion and an accounting of changes to
' the Contract Sum.
2. Advise the Owner of pending insurance changeover requirements.
3. Submit specific warranties, workmanship bonds, maintenance; agreements, final
' certifications, and similar documents.
4. Submit record drawings, maintenance manuals, final project phoi:ographs, damage or
settlement surveys,property surveys,and similar final record information.
t 5. Deliver tools, spare parts,extra stock,and similar items.
6. Changeover locks and transmit keys to the Owner.
7. Complete startup testing of systems and instruction of operation and maintenance
t personnel. Remove temporary facilities, mockups, construction tools, and similar
elements.
8. Complete fmal cleanup requirements,including touchup painting.
' 9. Touch up and repair and restore marred,exposed finishes.
C. Inspection Procedures: On receipt of a request for inspection, the Architect will proceed or
advise the Contractor of unfilled requirements. The Architect will prep�are the Certificate of
1 Substantial Completion following inspection or advise the Contractor of construction that must
be completed or corrected before the certificate will be issued.
' 1. The Architect will repeat inspection when requested and assur��d that the Work is
substantially complete.
2. Results of the completed inspection will form the basis of requirements for final
' acceptance.
D. Final Acceptance: Before requesting inspection for certification of fmal acceptance and final
' payment,complete the following:
1. Final payment request with releases and supporting documentation. Include insurance
, certificates where required.
2. Submit a statement, accounting for changes to the Contract Sum.
3. Submit a copy of the final inspection list stating that each item h�as been completed or
otherwise resolved for acceptance.
,
' CONTRACT CLOSEOUT 01700- 1
' FIRSTBANK of Vail 0210
, Vail,Colorado
1.3 EXECUTION ,
' A. Operation and Maintenance Instructions: Arrange for each Installer of equipment that requires
maintenance to provide instruction in proper operation and maintenance. Include a detailed
' review of the following items:
1. Maintenance manuals.
� 2. Spare parts,tools,and materials.
3. Lubricants and fuels.
4. Identification systems.
, 5. Control sequences.
6. Hazards.
7. Warranties and bonds.
8. Maintenance agreements and similar continuing commitments.
, B. As part of instruction for operating equipment,demonstrate the following:
' l. Startup and shutdown.
2. Emergency operations and safety procedures.
3. Noise and vibration adjustments.
tC. Final Cleaning: Employ experienced cleaners for final cleaning. Clean each surface or unit to
the condition expected in a normal, commercial building cleaning and maintenance program.
Complete the following operations before requesting inspection for certifiration of Substantial
, Completion.
l. Remove labels that are not permanent labels.
' 2. Clean transparent materials, including mirrors and glass. Remove glazing compounds.
Replace chipped or broken glass.
3. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign
' substances. Leave concrete floors broom clean. Vacuum carpeted surfaces.
4. Wipe surfaces of inechanical and electrical equipment. Remove excess lubrication.
Clean plumbing fixtures. Clean light fixtures and lamps.
' S. Clean the site of rubbish, litter, and foreign substances. Sweep paved areas; remove
stains, spills, and foreign deposits. Rake grounds to a smooth,even-1:extured surface.
D. Pest Control: Engage a licensed exterminator to make a final inspection a�nd rid the Project of
' rodents,insects, and other pests.
E. Removal of Protection: Remove temporary protection and facilities.
, F. Compliance: Comply with regulations of authorities having jurisdiction and safety standards
for cleaning. Remove waste materials and dispose of lawfully.
'
END OF SECTION 01700
'
'
CONTRACT CLOSEOiTT 01700 -3
1
- I
' FIRSTBANK of Vail 0210
Vail,Colorado
�
' SECTION 01740-WARRANTIES
' 1.1 GENERAL
A. Standard product warranties are preprinted written warranties published by individual
manufacturers for particular products and are specifically endorsed by the manufacturer to the
, Owner.
B. Special warranties are written warranties required by or incorporate:d in the Contract
' Documents, either to extend time limits provided by standard warranties ar to provide greater
rights for the Owner.
' 1. Refer to the General Conditions for terms of the Contractor's period for correction of the
Work.
' C. Disclaimers and Limitations: Manufacturer's disclaimers and limitations o�n product warranties
do not relieve the Contractor of the warranty on the Work that incorporates the products.
Manufacturer's disclaimers and lumtations on product warranties do n��t relieve suppliers,
manufacturers, and subcontractors required to countersign special Warranties with the
, Contractor.
D. Related Damages and Losses: When correcting failed or damaged wazranted construction,
' remove and replace construction that has been damaged as a result of suc;h failure or must be
removed and replaced to provide access for correction of warranted constru�ction.
' E. Reinstatement of Warranty: When Work covered by a warranty has faile�3 and been corrected
by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated
warranty shall be equal to the original warranty with an equitable adjustment for depreciation.
' F. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or
rebuild the Work to an acceptable condition complying with requirem�ents of the Contract
Documents. The Contractor is responsible for the cost of replacing or rebuilding defective
' Work regardless of whether the Owner has benefited from use of the Work:through a portion of
its anticipated useful service life.
' G. Owner's Recourse: Expressed warranties made to the Owner are in addition to implied
warranties and shall not limit the duties, obligations, r'rghts, and remedie;s otherwise available
under the law. Expressed warranty periods shall not be interpreted as limitations on the time in
' which the Owner can enforce such other duties,obligations,rights,or reme;dies.
1. Rejection of Warranties: The Owner reserves the right to reject warranties and to limit
' selection to products with warranties not in conflict with requirements of the Contract
Documents.
2. Where the Contract Documents require a special warranty, or similar commitment, the
Owner reserves the right to refuse to accept the Work, until the: Contractor presents
' evidence that entities required to countersign such commitments are willing to do so.
,
, WARRANTIES 01740- 1
, FIlZSTBANK of Vail 0210
, Vail,Colorado
SECTION 02070-SELECTNE DEMOLITION
'
1.1 GENERAL
, A. Definitions: As follows:
1. Remove: Remove and legally dispose of items except those indicat�ed to be reinstalled,
, salvaged,or to remain the Owner's property.
2. Remove and Salvage: Items indicated to be removed and salvaged remain the Owner's
property. Remove, clean, and pack or crate items to protect again:;t damage. Identify
1 contents of containers and deliver to Owner's designated storage area„
3. Remove and Reinstall: Remove items indicated; clean, service, and otherwise prepare
them for reuse; store and protect against damage. Reinstall items in locations indicated.
' 4. Existing to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by the Architect, items:may be removed to
a suitable, protected storage location during selective demolition a�id then cleaned and
, reinstalled in their original locations.
B. Except for items or materials indicated to be reused, salvaged, reins�talled, or otherwise
indicated to remain the Owner's property, demolished materials shall become the Contractor's
' property and shall be removed from the site with further disposition at the Contractor's option.
C. Photographs or videotape, sufficiently detailed, of existing conditions of acljoining construction
, and site improvements that might be misconstrued as damage caused by selective demolition
operations.
, D. Record drawings at Project closeout according to Division 1 Section"Contract Closeout."
1. Identify and accurately locate capped utilities and other subsurface structural, electrical,
' or mechanical conditions.
E. Regulatory Requirements: Comply with governing EPA notification regulations before starting
selective demolition. Comply with hauling and disposal regulations of authorities having
' jurisdiction.
F. Owner will occupy portions of the building immediately adjacent to selec;tive demolition area.
' Conduct selective demolition so that Owner's operations will not be disrup�ted. Provide not less
than 72 hours'notice to Owner of activities that will affect Owner's operations.
1 G. Owner assumes no responsibility for actual condition of buildings to be sellectively demolished.
H. Storage or sale of removed items or materials on-site will not be permitted.
' 1.2 PRODUCTS (Not Applicable)
' 1.3 EXECUTION
�
' SELECTIVE DEMOLITION 02070- 1
' 0210
FIRSTBANK of Vail
Vail,Colorado
' M. Clean adjacent structures and improvements of dust, dirt, and debris c:aused by selective
demolition operations. Return adj acent areas to condition existing befo:re start of selective
' demolition.
N. Demolish and remove existing construction only to the extent required by new construction and
, as indicated.
O. Promptly patch and repair holes and damaged surfaces caused to adjarent construction by
, selective demolition operations. ,
P. Where repairs to existing surfaces are required, patch to produce surfac;es suitable for new
, materials.
Q. Restare exposed fmishes of patched areas and extend fmish restora�tion into adjoining
construction to remain in a manner that eliminates evidence of patching ancl refinishing.
' R. Patch and repair floor and wall surfaces in the new space where demolishe:d walls or partitions
extend one finished area into another. Provide a flush and even surface of uniform color and
, appearance.
S. Patch, repair, or rehang existing ceilings as necessary to provide an e�ren-plane surface of
' uniform appearance.
T. Disposal: Promptly dispose of demolished materials. Do not allow demolished materials to
accumulate on-site.
' 1. Do not burn demolished materials.
2. Dispose of demolished materials at designated spoil areas on Owner''s property.
, 3. Transport demolished materials off Owner's property and legally dispose of them.
U. Sweep the building broom clean on completion of selective demolition ope;ration.
' 2 70
END OF SECTION 0 0
'
'
'
'
'
,
' SELECTNE DEMOLITION 02070 -3
, FIRSTBANK of Vail 0210
' Vail,Colorado
' SECTION 04730
MANUFACTURED STONE VENEER
'
1.1 GENERAL
, A. Summary
1. Section includes: Portland cement based manufactured stone veneer and trim.
, 2. Related Sections:
a. 05400—Cold-Formed Metal Framing
' b. 06100—Rough Carpentry
B. References:
' 1. Uniform Building Code— 1997
2. American National Standards Institute(ANSn
' a. ANSI A118.4—Specifications for Latex-Portland Cement Mortar
3. American Society for Testing and Materials(ASTM)
' a. ASTM C 67 — Test Methods for Sampling and Testing Brick and Structural Clay
Tile
b. AST'M C 144—Specification for Aggregate for Masonry Mortar
' c. AS'TM C 177 — Test Method for Steady-State Head Flux measurements and
Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus
d. ASTM C 207—Specification for Hydrated Lime for Masonry.Purposes
' e. ASTM C 482 — Standard Test Method for Bond Strength of Ceramic Tile to
Portland Cement
f. ASTM C 847—Specification for Metal Lath
g. ASTM C 979—Specification for Pigments far Integrally Colo�red Concrete
' C. Submittals
' 1. Reference Section 01300-Submittal Procedures; submit following ite;ms:
a. Product Data
b. Samples:
' 1) Standard sample board consisting of small-scale pie:ces of veneer units
showing full range of textures and colors
2) Full range of mortar colors
, c. Verification Samples: Following initial sample selection submit"laid-up" sample
board using the selected stone and mortar materials and showing full range of
colors expected m the fmished Work;mmimum sample size: 3'-0"x 3'-0"
' d. Quality Assurance/Control Submittals:
1) Qualifications:
a) Proof of manufacturer qualifications
b) Proof of installer qualifications
�
, MANUFACTURED STONE VENEER 04730- 1
, FIRSTBANK of Vail 0210
Vail,Colorado
'
5. Sealer: Water based silane or siloxane masonry sealer,clear finsih
' C. Mortar Mix:
1. Jointless/Dry—Stacked Installation:
a. Mix mortar in accordance with Eldorado Stone Corp. :mortar preparation
� instructions.
b. Add color pigment in accordance with pigment manufacturer's instructions.
, 1.3 EXECUTION
' A. Examination:
1. Examine substrates upon which work will be installed.
2. Coordinate with responsible entity to perform corrective work. on unsatisfactory
' substrates.
3. Commencement of work by installer is acceptance of substrate.
' B. Preparation:
1. Protection: Protect adjacent work from contact with mortar.
2. Surface Preparation: Prepa.re substrate in accordance with manufa�cturer's installation
instructions for the type of substrate being covered.
, C. Installation:
1. Insta.11 and clean stone in accordance with manufacturer's installa�tion instructions for
' jointless/dry-stacked installation
2. Apply sealer in accordance with sealer manufacturer's installation instructions.
, D. Cleaning:
1. Remove protective coverings from adjacent work.
2. Cleaning Veneer Units:
a. Wash with soft bristle brush and water/granulated detergent sc►lution.
' b. Rinse immediately with clean water.
3. Removing Efflorescence:
a. Allow veneer to dry thoroughly.
' b. Scrub with soft bristle brush and clean water.
c. Rinse immediately with clean water: allow to dry.
d. If efflorescence is till visible, repeat above procedure using a solution of 1 part
, household vinegar and 5 parts water.
e. Rinse immediately with clean water.
' END OF SECTION 04730
'
'
r
MANUFACTURED STONE VENEER 04730-3
'
' FIRSTBANK of Vail 0210
Vail,Colorado
'
' SECTION 05400-COLD-FORMED METAL FRAMING
1.1 GENERAL
, A. Structural Performance: Engineer, fabricate, and erect cold-formed metal framing with the
following minimum physical and structural properties:
, 1. Physical and Structural Properties: As indicated.
' B. Structural Performance: Engineer, fabricate, and erect cold-formed metal f'raming to withstand
design loads within limits and under conditions required.
1. Design Loads: As indicated.
' 2. Design framing systems to withstand design loads without deflecti��ns greater than the
following: Deflection limits in subparagraphs below are examples only. Revise to suit
Project.
1 C. AISI "Specifications": Calculate structural characteristics of cold-for.med metal framing
according to AISI's "Specification for the Design of Cold-Formed Steel �>tructural Members"
, and the following:
1. Center for Cold-Formed Steel Structures (CCFSS) Technical Bulletin, Vol. 2, No. 1,
' February 1993 "AISI Specification Provisions for Screw Connections."
D. Engineering Responsibility: Engage a fabricator who assumes undividf;d responsibility for
engineering cold-formed metal framing by employing a qualified profE;ssional engineer to
, prepare design calculations, shop drawings,and other structural data.
E. Submittals: Product data for each type of cold-formed metal framing, ac�cessory, and product
' specified; material mill certificates or qualified independent testing agenc;�test reports; welder
certificates; and the following:
� 1. Shop drawings showing layout, spacings, sizes, thicknesses, and types of cold-formed
metal framing, fabrication, fastening and anchorage details, i�icluding mechanical
fasteners, and installation details.
, 2. Structural analysis data sealed and signed by the qualified p:rofessional engineer
responsible for their preparation for cold-formed metal framing indicated to comply with
design loadings.
' F. Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural Welding
Code--Steel" and AW S D 1.3 "Structural Welding Code--Sheet Steel."
' G. Fire-Test-Response Characteristics: Where fire-resistance-rated assemblies are indicated,
provide cold-formed metal framing identical to that tested as part of ,an assembly for fire
resistance per ASTM E 119 by an independent testing and inspecting agency acceptable to
' authorities having jurisdiction.
,
COLD-FORMED METAL FRAMING 05400- 1
,
� FIlZSTBANK of Vail 0210
Vail,Colorado
i
J. Thermal Insulation: ASTM C 665,Type I,unfaced.
i
1.3 EXECUTION
' A. Grout bearing surfaces uniform and level to ensure full contact of bearing flanges or track webs
on supporting concrete or masonry construction.
, B. Install cold-formed metal framing and accessories plumb, square, true to line, and with
connections securely fastened, according to manufacturer's recomme,ndations and the
requirements of this Section.
' 1. Cut framing members by sawing or shearing; do not torch cut.
2. Fasten cold-formed metal framing members by welding or screw fastening, as standard
1 with fabricator. Wire tying of framing members is not permitted.
C. Install frammg members in one-piece lengths.
' D. Provide temporary bracing and leave in place until framing is permanently stabilized.
E. Install insulation in built-up exterior framing members.
' F. Fasten reinforcement plate over web penetrations that exceed size of man.ufacturer's standard
punched openings.
' G. Erection Tolerances: Install cold-formed metal framing to a maximum allowable tolerance
variation from plumb,level,and true to line of 1/8 inch in 10 feet(1:960)and as follows:
' 1. Space individual framing members no more than plus or minus 1/13 inch (3 mm) from
plan location. Cumulative error shall not exceed minimum fastening requirements of
sheathing or other finishing materials.
, 2. Install cold-formed metal framing to a maximum out-of-square tolerance of 1/8 inch (3
mm).
, H. Load-Bearing Wall Installation: Install, align, and securely anchor continuous top and bottom
tracks. Squarely seat studs against webs of top and bottom tracks. Space studs as indicated,
plumb,align, and fasten both flanges of studs to top and bottom track.
' l. Align studs vertically where wall-framing continuity is interrupte;d by floor framing.
Where studs cannot be aligned,continuously reinforce track to trans:fer loads.
2. Install headers over wall openings wider than the stud spacing. ]?rame wall openings
' with not less than a double stud at each jamb of frame,and anchor nanner tracks and jack
studs above and below wall openings.
3. Install horizontal bridging in stud system, spaced in rows not more than 48 inches (1219
, mm)apart. Fasten at each stud intersection.
4. Install steel-sheet diagonal bracing straps to both stud flanges, terminate at and fasten to
reinforced top and bottom track and anchor to structure.
' S. Install supplementary framing, blocking, web stiffeners, clip angles, continuous angles,
anchors, and fasteners,to provide a complete and stable wall-framing system.
�
COLD-FORMED METAL FRAMING 05400-3
'
' FIlZSTBANK of Vail 0210
Vail,Colorado
1
SECTION 05500-METAL FABRICATIONS
' 1.1 GENERAL
' A. Submittals: In addition to Product Data, submit the following:
1. Shop Drawings detailing fabrication and erection.
, 2. Templates for anchor bolts. �,
3. Samples for each type of extruded nosing and tread.
' 1.2 PRODUCTS
A. General: Provide materials with smooth, flat surfaces without blemishes.
' B. Ferrous Metals: As follows:
' 1. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
2. Stainless-Steel Bars and Shapes: ASTM A 276,Type 304.
3. Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with
' ASTM A 36/A 36M or ASTM A 283/A 283M,Grade C or D.
4. Rolled-Stainless-Steel Floor Plate: ASTM A 793.
5. Steel Tubing: Cold-formed steel tubing complying with ASTM A SOi�.
' 6. Steel Pipe: ASTM A 53, standard weight(Schedule 40),unless otherwise indicated.
7. Slotted Channel Framing: Cold-formed metal channels 1-5/8 by 1-5�/8 inches (41 by 41
mm)with flange edges returned toward web and with 9/16-inch-(14.3-mm-)wide slotted
holes in webs at 2 inches (51 mm) o.c. Channels made from galvanized steel complying
� with ASTM A 653/A 653M, structural quality, Grade 33 (Grade 23(1), with G90 (Z275)
coating; 0.079-inch(2-mm)nominal thickness.
8. Iron Castings: ASTM A 47, Grade 32510 (AST1Vf A 47M, Grade 22:010) malleable iron
' or ASTM A 48,Class 30(ASTM A 48M,Class 200)gray iron.
9. Concrete Inserts: Threaded or wedge type; galvanized ferr�us castings, either
ASTM A 47 (ASTM A 47M) malleable iron or ASTM A 27/A 27M cast steel. Provide
' bolts,washers, and shims as needed,hot-dip galvanized per ASTM A 153/A 153M.
C. Aluminum: As follows:
' 1. Extrusions: ASTM B 221 (ASTM B 221M),alloy 6063-T6.
2. Rolled Tread Plate: AST'M B 6328 632M, alloy 6061-T6.
' D. Shop Primer for Ferrous Metal: Fast-curing, lead-and chromate-free,universal modified-alkyd
primer complying with performance requirements in FS TT-P-664 and compatible with finish
paint systems indicated.
' E. Shop Primer for Ferrous Metal: Organic zinc-rich primer, complying wit:h SSPC-Paint 20 and
compatible with topcoat.
' F. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvani:aing welds in steel,
complying with SSPC-Paint 20.
,
METAL FABRICATIONS 05500- 1
1
' FIRSTBANK of Vail 0210
Vail,Colorado
� 2. Furnish wedge-type concrete inserts, complete with fasteners, to attach shelf angles to
cast-in-place concrete.
' O. Miscellaneous Framing and Supports: Provide steel framing and supports that are not a part of
structural-steel framework as necessary to complete the Work. Fabricate from structural steel of
welded construction. Cut,drill,and tap units to receive hardware,hangers,and similar items.
' 1. Where indicated to be cast into concrete or built into masonry, equip with integrally
welded anchors at 24 inches(600 mm)o.c.
' 2. Fabricate steel girders for wood frame construction from continuous steel shapes. Where
wood nailers are attached to girders with bolts or lag screws, drill holes at 24 inches(600
mm)o.c.
, 3. Fabricate steel pipe columns for supporting wood frame construction with steel
baseplates and top plates welded to pipe with fillet welds the sa�ie size as pipe wall
thickness.
' P. Prefabricated Building Columns: Assemblies consisting of load-bearing structural-steel
members protected by insulating concrete fireproofing encased in an oul:er non-load-bearing
steel shell and listed and labeled by a testing and inspecting agency acceptable to authorities
' having jurisdiction for fire-resistance ratings indicated.
1. Manufacturers: Subject to compliance with requirements,provide prefabricated building
, columns by one of the following:
a. Black Rock Column,Inc.
� b. Dean: George H.Dean Inc.
c. Firetrol Division,Dean Lally L.P.
Q. Miscellaneous Steel Trim: Fabricate units with continuously welded joints and smooth exposed
' edges. Miter corners and use concealed splices where possible. Provide cutouts, fittings, and
anchorages; coordinate assembly and installation with other work.
' R. Structural-Steel Door Frames: Fabricate from structural shapes and bars fully welded together,
with 5/8-by-1-1/2-inch (16-by-38-mm) steel channel stops secured with ��ountersunk machine
screws. Reinforce frames and drill and tap as necessary to accept finish ha.rdware.
' 1. Provide steel strap anchors, with a minimum 6-inch (150-mm) ernbedment, welded to
frame jambs no more than 12 inches(300 mm) from both bottom and head of frame, and
1 not more than 30 inches(750 mm)apart.
2. Extend bottom of frames to floor with steel angle clips welded to fr�unes.
3. Galvanize exterior frames.
' S. Metal Floor Plate: As follows:
1. Fabricate from rolled-steel floor plate.
� 2. Fabricate from rolled-stainless-steel floor plate.
3. Fabricate from rolled-aluminum-alloy tread plate.
4. Fabricate from steel plate with abrasive granules rolled into surface.
' S. Fabricate from steel plate with abrasive material metallically bonded to steel by a
proprietary process.
,
METAL FABRICATIONS 05500-3
'
' FIIZSTBANK of Vail 0210
Vail,Colorado
' 1.3 EXECUTION
A. Installation, General: Provide anchorage devices and fasteners for securin�;metal fabrications
' to in-place construction. Perform cutting, drilling, and fitting required :for installing metal
fabrications. Set metal fabrications accurately in location,with edges and surfaces level,plumb,
and true.
' 1. Provide temporary bracing or anchors in formwork for items that are to be built into
concrete,masonry,or similar construction.
� 2. Fit exposed connections accurately together. Weld connections, unless otherwise II
indicated. Do not weld, cut,or abrade galvanized surfaces.
' B. Set bearing and leveling plates on cleaned surfaces using wedges, shims,or leveling nuts. After
bearing members have been positioned and plumbed, tighten anchor bolts and pack with
nonshrink,nonmetallic grout.
' C. Anchor bollards in concrete with pipe sleeves preset and anchored into c;oncrete. Fill space
between bollard and sleeve solidly with nonshrink,nonmetallic grout.
' D. Anchor bollards in place with concrete footings. Support and brace bollards in position in
footing excavations until concrete has been placed and cured.
' E. Anchor bollards to existing construction with postinstalled anchors and bolts. Provide four 3/4-
inch (19-mm) anchors at each bollard, embedded at least 4 inches (100 mm) in existing
concrete.
' F. Fill bollards solidly with concrete,mounding top surface.
G. Touch up shop paint after erection. Clean field welds, bolted connection.s, and abraded areas
, and paint with the same material as used for shop painting.
H. Galvanized Surfaces: Clean field welds, bolted connections, and abracied areas and repair
' galvanizing to comply with ASTM A 780.
' END OF SECTION 05500
'
,
'
1
'
METAL FABRICATIONS 05500 -5
'
' FIRSTBANK of Vail 0210
Vail,Colorado
'
, SECTION 06100-ROUGH CARPENTRY
1.1 GENERAL
' A. Submittals: Submit the following:
' 1. Product Data for engineered wood products, underlayment, insulating sheathing, air-
infiltration barriers,metal framing anchors,and construction adhesive;s.
2. Material certificates for dimension lumber specified to comply with mixuxuum allowable
' unit stresses.
3. Wood treatment data, including chemical treatment manufacture.r's instructions for
handling, storing,installing,and finishing treated materials.
' 4. Research or evaluation reports of the model code organization acce:ptable to authorities
having jurisdiction that evidence code compliance of engineered wood products, foam-
plastic sheathing, air-infiltration barriers, metal framing anchors,povver-driven fasteners,
, and fire-retardant-treated wood.
1.2 PRODUCTS
' A. Lumber, General: Comply with DOC PS 20 and with applicable grading; rules of inspection
agencies certified by the American Lumber Standards Committee's (ALSC) Board of Review.
, Provide dressed lumber, S4S, with each piece factory marked with grade stamp of inspection
agency.
' 1. For exposed lumber, furnish pieces with grade stamps applied to ends or back of each
piece, or omit grade stamps and provide grade-compliance certificates issued by
mspection agency.
2. Provide dry lumber with 19 percent maximum moisture content at t'vme of dressing for 2-
' inch nominal(38-mm actual)thickness or less,unless otherwise indi�cated.
3. Provide lumber with 15 percent maximum moisture content at time c►f dressing for 2-inch
nominal(38-mm actual)thickness or less,unless otherwise indicated..
, B. Wood-Preservative-Treated Materials: Comply with applicable require�ments of AWPA C2
(lumber) and AWPA C9 (plywood). Mark each treated item with the Quality Mark
' Requirements of an inspection agency approved by ALSC's Board of Revie:w.
1. Pressure treat aboveground items with waterborne preservatives to ,a minimum retention
' of 0.25 lb/cu. ft. (4.0 kg/cu. m). After treatment, kiln-dry lumbe;r and plywood to a
maximum moisture content of 19 and 15 percent,respectively. Trea.t indicated items and
the following:
' a. Wood cants, nailers, curbs, equipment support bases, bloc;king, stripping, and
similar members in connection with roofing, flashing, vapor barriers, and
waterproofing.
' b. Wood sills, sleepers, blocking, fuiring, stripping, and similar. concealed members
in contact with masonry or conerete.
c. Wood framing members less than 18 inches(460 mm)above;grade.
,
ROUGH CARPENTRY 06100- 1
'
' FIRSTBANK of Vail 0210
Vail,Colorado
� ,
3. Framing Other than Non-Load-Bearing Partitions: Provide any s�pecies of machine
' stress-rated(MSR)dimension lumber with a grade of 1450f-1.3E.
4. Framing Other than Non-Load-Bearing Partitions: Provide any species and grade with a
modulus of elasticity of at least 1,300,000 psi(8950 MPa) and an exl�reme fiber stress in
bending of at least 850 psi (5.9 MPa) for 2-inch nominal (38 mm-ac;tual) thickness and
' 12-inch nominal(286-mm actual)width for single member use.
5. Exposed Framing: Provide material hand-selected from lumber oi' species and grade
indicated below for uniformity of appearance and freedom from characteristics that
' would impair finish appearance.
a. Species and Grade: As indicated above for load-bearing construction of same
, type.
b. Species and Grade: Spruce-pine-fir, Select Structural; NELMA,NLGA, WCLIB,
or WWPA.
' c. Species and Grade: Southern pine, Select Structural; SPIB.
d. Species and Grade: Hem-fir, Select Structural;NLGA,WCLIl3,or WWPA.
E. For timbers of 5-inch nominal (117-mm actual) size and thicker, provide Douglas fir-larch,
' Select Structural per NLGA,WCLIB, or WWPA rules or Southern pine,No. 1 Dense per SPIB
rules.
, F. Concealed Boards: Provide lumber with 19 percent maximum moisture cantent and any of the
following species and grades:
' 1. Species and Grade: Eastern soflwoods,No. 3 Common per NELMA rules.
2. Species and Grade: Northern species,No. 3 Common or Standard pe;r NLGA rules.
3. Species and Grade: Mixed southern pine,No.2 per SPIB rules.
, 4. Species and Grade: Western woods, Standard per WCLIB rules or No. 3 Common per
WWPA rules.
G. Miscellaneous Lumber: Provide No. 3 or Standard grade lumber of any species for support or
, attachment of other construction, including rooftop equipment curbs ancl support bases, cant
strips,bucks,nailers,blocking,and similar members.
' H. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which current
model code research or evaluation reports e�cist that evidence compliance�with building code in
effect for Project. Provide engineered wood products with allowable; design stresses, as
' published by manufacturer, that meet or exceed those indicated. Manufacturer's published
values shall be determined from empirical data or by rational engin.eering analysis, and
demonstrated by comprehensive testing performed by a qualified independ.ent testing agency.
' 1. Laminated-Veneer Lumber: Lumber manufactured by laminatin�; wood veneers in a
continuous press using an exterior-type adhesive complying with AST'M D 2559 to
produce members with grain of veneers parallel to their lengths and complying with the
, following requirements:
a. Extreme Fiber Stress in Bending: 2500 psi (17 MPa) for 1�-inch nominal- (286-
' mm actual-)depth members.
b. Modulus of Elasticity: 2,000,000 psi(13 800 MPa).
,
ROUGH CARPENTRY 06100 -3
,
' ' FIRSTBANK of Vail 0210
Vail,Colorado
,
1.3 EXECUTION
, A. Set rough carpentry to required levels and lines, with members plumb, tnxe to line, cut, and
fitted.
' B. Fit rough carpentry to other construction; scribe and cope as required for acrurate fit. Correlate
location of furring,nailers,blocking,grounds,and similar supports to allow attachment of other
construction.
' C. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated,
complying with the following:
, 1. CABO NER-272 for power-driven staples,P-nails,and allied fasteners.
2. Published requirements of inetal framing anchor manufacturer.
, 3. "Recommended Nailing Schedule" of referenced framing standardl and with AFPA's
"National Design Specifications for Wood Construction."
4. "Table 23-I-Q--Nailing Schedule" of the Uniform Building Code.
5. "Table 2305.2--Fastening Schedule" of the BOCA National Building�Code.
' 6. "Table 1705.1--Fastening Schedule," of the Standard Building Code.
D. Use hot-dip galvanized or stainless-steel nails where rough carpentry is exposed to weather, in
, ground contact,or in area of high relative humidity.
E. Countersink nail heads on exposed carpentry work and fill holes with wood filler.
� F. Framing Standard: Comply with AFPA's "Manual for Wood Frame C�onstruction," unless
otherwise indicated.
' G. Installation of Structural-Use Panels: Comply with applicable recommen�3ations contained in
APA Form No. E30, "APA Design/Construction Guide: Residential &Co�mmercial," for types
of structural-use panels and applications indicated.
' l. Comply with"Code Plus"provisions of above-referenced guide.
2. Fastening Methods: Fasten panels as indicated below:
' a. Combination Subflooring-Underlayment: Glue and nail to fra�ming throughout.
b. Subflooring: Glue and nail to framing throughout.
' c. Sheathing: Nail to framing.
d. Sheathing: Nail or staple to framing.
e. Underlayment: Nail or staple to subflooring.
' END OF SECTION 06100
'
'
,
ROUGH CARPENTRY 06100-5
'
' FIRSTBANK of Vail 0210
Vail,Colorado
' ,
' SECTION 06200-FINISH CARPENTRY
' 1.1 GENERAL
A. Submittals: In addition to Product Data, submit Samples for each finish anci type of siding and
paneling.
'
1.2 PRODUCTS
' A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lunnber Standard," for
lumber and with applicable grading rules of inspection agencies certified b;�American Lumber
1 Standards Committee Board of Review.
B. Softwood Plywood: Comply with DOC PS 1, "U.S. Product Standard for Construction and
Industrial Plywood."
' C. Hardwood Plywood: Comply with HPVA HP-1, "Interim Voluntary Staridard for Hardwood
and Decorative Plywood."
' D. Preservative Treatment: Comply with NWWDA I.S.4 for exterior finish carpentry to receive
water-repellent preservative treatment.
' E. Fire-Retardant Treatment: Where indicated, use materials impregnatedl with fire-retardant
chemicals per AWPA C20; exterior type or interior Type A as required.
' F. Interior Standing and Running Trim: Provide finished lumber and molding,�complying with the
following requirements:
, 1. Species and Grade: Premium walnut,stain to match architect's sam��le.
2. Species and Cut: plain-sliced, clear, kiln-dried cherry selected for c;ompatible grain and
color.
� G. Wood Molding Patterns: Provide stock moldings made to patterns indicated on Architectural
drawings.
' H. Shelving: As indicated on Architectural drawings.
' 13 EXECUTION
A. Condition finish carpentry to average prevailing humidity conditions in ins,tallation areas before
, installation,for a minimum of 24 hours.
B. Prime and backprime lumber for painted finish exposed on the ext<;rior. Comply with
, requirements for surface preparation and application in Division 9 Section"Painting."
'
FIlVISH CARPENTRY 06200- 1
,
I
' FIRSTBANK of Vail 0210
Vail,Colorado
�
' SECTION 06402-INTERIOR ARCHTTECTURAL WOODWORK
1.1 GENERAL
, A. Interior architectural woodwork includes wood furring, blocking, shims, and hanging strips
unless concealed within other construction prior to woodwork installation.
' B. Submittals: In addition to product data,submit the following:
1 1. Shop drawings showing location of each item, dimensioned plans aaid elevations, large-
scale details, attachment devices, and other components.
2. Samples of lumber and panel products for each species and cut indi<;ated for transparent
finish, and each material indicated for opaque finish, with one-half of exposed surfaces
� finished.
3. Samples of laminate-clad panel products, for each type,color,patterx�,and surface finish.
4. Samples of thermoset decorative-overlay surfaced panel products, iror each type, color,
' pattem,and surface finish.
5. Samples of solid surfacing materials.
' C. AWI Quality Standard: Comply with "Architectural Woodwork Quality Standards" of the
Architectural Woodwork Institute.
� D. Environmental Limitations: Do not deliver or install woodwork until build.ing is enclosed,wet-
work is completed, and HVAC system is operating and will maintain temperature and relative
humidity at occupancy levels duruig the remainder of the construction period.
, 1.2 PRODUCTS
, A. Woodwork Fabricators: Subject to compliance with requirements,provide interior architectural
woodwork as selected by Owner:
, B. Woodwork for Transparent Finish: Grade and species as follows:
1. Quality Standards: Comply with AWI Section 400 and its revision 400A Wood Cabinets.
, 2. Grade: Premium.
3. Wood Species: Plain sliced Walnut.
C. Panel Products: As follows:
, l. Hardboard: AHA A135.4.
2. Medium-Density Fiberboard: ANSI A208.2.
� 3. Particleboard: ANSI A208.1,Grade M-2.
4. Sofl;wood Plywood: PS 1.
5. Hardwood Plywood and Face Veneers: HPVA HP-1.
, 6. Formaldehyde Emission Level for Medium-Density Fiberbo��rd: Comply with
requirements of NPA 9.
'
INTERIOR ARCHITECTURAL WOODWORK 06402- 1
'
' FIRSTBANK of Vail 0210
Vail,Colorado
'
a. Quality Standard: Comply with AWI Section 400 and its division 400c
' b. Grade: Premium
c. Colors, Pattems, and Finishes: Provide colors and textures of laminate surfaces
complying with the following:
1) Provide Architect's selections from laminate manufaclurer's full range of
' colors and finishes.
d. Edge Treatment: Same as laminate cladding on horizontal suri:aces.
'
1.3 EXECUTION
' A. Preparation: Condition woodwork to average prevailing humidity condiitions in installation
areas, and examine and complete work as required, including back pri�ung and removal of
' packing,before installing.
B. Install woodwork to comply with AWI Section 1700 for the same grade specified above for
type of woodwork involved.
' C. Standing and Running Trim: Install with minimum number of joints,using;full-length pieces to
the greatest extent possible. Stagger joints in adjacent and related membe;rs. Fill gaps, if any,
' between top of base and wall with plastic wood filler and sand smooth.
D. Tops: Anchor securely to base units. Seal space between backsplash and�vall.
' E. Paneling: Anchor paneling to supporting substrate with concealed panel-hanger clips and by
blind nailing on backup strips, splined-connection strips, and similar associated trim and
1 f�g.
1.4 CABINET HARDWARE
' A. Hinges: Blum or glass geometric European toggle hinges or equal.
B. Door and Drawer Pulls: Hafele 116.05.922 or equal.
' C. Drawer Slides: KV No 1305 series, sizes to fit drawer depth: full extension.
, D. Shelf Standards and Rest: KV No. 80 standards with No 18 brackets; depth to fit shelves.
E. Shelf Bracket: KV No. 346
' F. Catches: BHMA B43142 Magnetic Type (Provide 2 per door for doors e:KCeeding 40 inches in
height)
' G. Each door and drawer front shall have plastic bumpers BLiJM#35-15312.
, END OF SECTION 06402
'
INTERIOR ARCHITECTURAL WOODWORK 06402-3
,
' FIRSTBANK of Vail 0210
Vail,Colorado
,
' SECTION 07920-JOINT SEALANTS
l.l GENERAL
' A. Preconstruction Joint-Sealant-Substrate Tests: Submit substrate materials,, representative of
actual joint surfaces, to joint sealant manufacturer for laboratory testing o�f joint sealants for
' adhesion to primed and unprimed substrates and for compatibility with j oint substrates and
other joint-related materials.
' B. Submittals: In addition to Product Data, submit the following:
1. Samples of each type and color of joint sealant required.
2. Test reports for joint sealants evidencing compliance with requiremen.ts.
'
1.2 PRODUCTS
, A. Elastomeric Sealant Manufacturers: Subject to compliance with requirements,provide sealants
by one of the following:
' 1. Silicone Sealants:
' a. Bostik Inc.
b. Dow Corning.
c. GE Silicones.
d. NLJCO Industries,Inc.
, e. Ohio Sealants,Inc. I
f. Pecora Corporation. ,
g. Polymeric Systems,Inc. '
' h. Sonneborn Building Products Div.,ChemRex Inc. '
i. Tremco.
, 2. Urethane Sealants: '
a. Bostik Inc.
' b. Mameco International.
c. W.R.Meadows,Inc.
d. Pacific Polymers,Inc.
' e. Pecora Corporation.
f. Polymeric Systems,Inc.
g. Sika Corporation.
h. Sonnebom Building Products Div.,ChemRex Inc.
, i. Tremco.
B. Compatibility: Provide joint sealants,backings, and other related materia:ls that are compatible
' with one another and with joint substrates under conditions of service� and application, as
demonstrated by testing and field experience.
,
JOINT SEALANTS 07920- 1
'
' FIRSTBANK of Vail 0210
Vail, Colorado
'
K. Sealant Backings, General: Nonstaining; compatible with joint substrates�, sealants, primers,
and other joint fillers; approved for applications indicated by sealant mariufacturer based on
' field experience and laboratory testing.
L. Bond-Breaker Tape: Polyethylene tape or other plastic tape recomxnended by sealant
' manufacturer for preventing sealant from adhering to rigid, inflexible join�t-filler materials or
joint surfaces at back of joint.
' M. Primer: As recommended by joint sealant manufacturer where required for adhesion of sealant
to joint substrates indicated.
' 1.3 EXECi1TION
A. General: Comply with joint sealant manufacturer's instructions for prodwcts and applications
' indicated.
B. Sealant Installation Standard: Comply with ASTM C 1193.
' C. Acoustical Sealant Application Standard: Comply with ASTM C 919 for us�e of j oint sealants in
acoustical applications.
'
END OF SECTION 07920
'
'
'
'
'
'
'
,
'
JOINT SEALANTS 07920-3
'
' FIRSTBANK of Vail 0210
Vail,Colorado
'
SECTION 08110-STEEL DOORS AND FRAMES
, 1.1 GENERAL
' A. Submit Product Data for each type of door and frame specified.
B. Quality Assurance: Comply with ANSUSDI 100.
' C. Fire-Rated Door Assemblies: NFPA 80, identical to assemblies tested per ASTM E 152, and
labeled and listed by UL,Wamock Hersey,or another testing and inspecting;agency acceptable
' to authorities having jurisdiction.
' 1.2 PRODUCTS
A. Manufacturers: Subject to compliance with requirements, provide prod�ucts by one of the
following:
' 1. Amweld Building Products,Inc.
2. Benchmark Commercial Doors.
, 3. Ceco Door Products.
4. Copco Door Co.
5. Curries Co.
' 6. Deansteel Manufacturing Co.
7. Fenestra Corp.
8. Kewanee Corp.
, 9. Mesker poor,Inc.
10. Pioneer Industries.
11. Republic Builders Products.
12. Steelcraft.
' B. Hot-Rolled Steel Sheets: ASTM A 569(ASTM A 569M).
, C. Cold-Rolled Steel Sheets: ASTM A 366 (ASTM A 366M), comrnercial quality, or
ASTM A 620(ASTM A 620M),drawing quality.
D. Galvanized Steel Sheets: ASTM A 526(ASTM A 526M),commercial quality,or AST'M A 642
' (ASTM A 642M), drawing quality, with A 60 or G 60 (Z 1 SO or ZF 180) coating designation,
mill phosphatized.
' E. Steel Doors: Provide 1-3/4-inch- (44-mm-)thick doors of materials and ANSUSDI 100 grades
and models specified below,or as indicated on Drawings or schedules:
' 1. Interior poors: Grade II, heavy-duty, Mode12, seamless design, minimum 0.0478-inch-
(1.2-mm-)thick cold-rolled steel sheet faces.
2. Exterior poors: Grade III, extra heavy-duty, Model 2, seamless design, minimum
, 0.0635-inch-(1.6-mm-)thick galvanized steel sheet faces.
F. Door Louvers: According to SDI 111C of the following types:
'
STEEL DOORS AND FRAMES 08110- 1
'
, FIRSTBANK of Vail 0210
Vail, Colarado I
i4. Baked-Enamel Finish: Immediately after cleaning and pretreating, apply manufacturer's I
standard 2-coat,baked-enamel finish consisting of prime coat and the�mosetting topcoat,
with a minimum dry film thickness of 1 mil(0.0254 mm)for topcoat. Comply with paint
, manufacturer's instructions for applying and baking to achieve a �ninimum dry film
thickness of 2 mils(0.0508 mm).
a. Color and Gloss: Match Architect's sample.
, N. Steel Sheet Finishes: Comply with SSPC-PA 1,"Paint Application Specification No. 1."
' 1. Surface Preparation: Solvent-clean surfaces according to SSPC-SP 1. Remove mill scale
and rust to comply with SSPC-SP 5 (White Metal Blast Cleaning) or SSPC-SP 8
(Pickling).
2. Pretreatment: Immediately after surface preparation,apply a conversi��n coating suited to
! organic coating applied over it.
3. Factory Priming for Field-Painted Finish: Apply shop primer t:hat complies with
ANSI A224.1 acceptance criteria, is compatible with finish paint systems indicated, and
! has capability to provide a sound foundation for field-applied topcoats. Apply primer
immediately after surface preparation and pretreatment.
4. Baked-Enamel Finish: Immediately after cleaning and pretreating, apply manufacturer's
' standard 2-coat, baked-enamel finish consisting of prime coat and thermosetting topcoat
that complies with ANSI A250.3. Comply with paint manufactur��r's instructions for
applying and baking to achieve a minimum dry film thickness of 2 mils(0.0508 mm).
' a. Color and Gloss: Match Architect's sample.
' 1.3 EXECUTION
A. General: Install steel doors, frames, and accessories according t�� Shop Drawings,
manufacturer's data,and as specified.
, B. Placing Frames: Comply with provisions of SDI 105, unless otherwise indicated. Set frames
accurately in position,plumbed,aligned,and braced securely until permanent anchors are set.
' l. Except for frames located in existing concrete, masonry, or gyps�um board assembly
construction,place frames before constructing enclosing walls and ceilings.
' 2. Install at least 3 anchors per jamb adjacent to hinge location on. hinge jamb and at
corresponding heights on strike j amb.
3. In in-place gypsum board partitions,install knock-down, slip-on,drywall frames.
, 4. Install fire-rated frames according to NFPA 80.
C. Door Installation: Fit hollow-metal doors accurately in frames, within cl��arances specified in
� ANSUSDI 100.
1. Fire-Rated Doors: Install with clearances specified in NFPA 80.
2. Smoke-Control Doors: Comply with NFPA 105.
� D. Prime Coat Touchup: Immediately after erection, sand smooth any rusted.or damaged areas of
prime coat and apply touchup of compatible air-drying primer.
' E. Protection Removal: Immediately before final inspection, remove proteative wrappings from
doors and frames.
'
STEEL DOORS AND FRAMES 08110 -3
'
�
I��� t FIRSTBANK of Vail 0210
Vail,Colorado
,
SECTION 08211 -FLUSH WOOD DOORS
' 1.1 GENERAL
� A. Submittals: In addition to Product Data, submit the following:
1. Shop Drawings: Indicate location, size, and hand of each door; fire ratings; construction
, details; location and extent of hardware blocking, mortises, h.oles, and cutouts;
requirements for veneer matching and factory finishing; and other pertinent data.
2. Samples of actual materials in small sections for each face material and finish.
' B. AWI Quality Standard: AWI's "Architectural Woodwork Quality Standards" for grade of door,
core,construction, finish,and other requirements.
, 1.2 PRODUCTS
' Manufacturers: Subject to compliance with requirements,provide products as selected by Contractor,
subject to approval by Architect.
, A. Grade: Premium(Grade A faces).
1. Faces: Walnut,plain sliced,stain to match Architect's sample
2. Match between Veneer Leaves: Pleasing match.
' 3. Match within Door Faces: Running match.
4. Pair and Set Match: Provide for pairs of doors and for doors hung in.adjacent sets.
B. Hollow-Core Doors: As follows:
' 1. Core: Standard hollow core.
' C. Blocking: Provide blocking for particleboard-core, mineral-core, and Yiollow-core doors as
necessary to eliminate need for through-bolting hardware.
' D. Fabricate flush wood doors in sizes indicated for Project site fitting.
E. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of
referenced quality standard for fitting. Comply with requirements of N�PA 80 for fire-rated
' doors.
F. Factory machine doors for hardware that is not surface applied.
' G. Shop seal faces and edges of doors for transparent finish with stain(if req,uired),other required
pretreatments,and first coat of finish as specified in Division 9 Section"Painting."
� H. Factory Finishing: Finish wood doors at factory that are indicated to receive transparent finish.
Field fmish wood doors indicated to receive opaque finish.
, 1. Grade: Premium.
2. Finish: Match existing.
3. Staining: Match approved sample for color.
,
FLUSH WOOD DOORS 08211 - 1
'
' FIRSTBANK of Vail 0210
Vail, Colorado
' SECTION 08314
SLIDING DOORS
' PART 1 —GENERAL
1.01 SUMMARY
' A.WORK INCLUDED: Furnish complete intensive care aluminum door system, as specified, that has I
been manufactured,fabricated and installed to maintain performance criteria stated by imanufacturer
without defects, damage or failure.
' B. RELATED WORK: I
1. Storefront; Glass; Hardware: Division 8, applicable sections.
2. Perimeter Sealants; Insulation: Division 7, applicable sections.
' 1.02 REFERENCES
, A.AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION:
1.AAMA 101:Appendix Dissimilar Materials.
B.AMERICAN NATIONAL STANDARDS INSTITUTE:
i , 1.ANSI Z97.1: Safety Glazing Materials Used in Buildings-Methods of Test.
C.AMERICAN SOCIETY FOR TESTING AND MATERIALS:
' 1.ASTM B221:Aluminum-Alloy Extruded Bars, Rods, Shapes and Tubes.
D. NATIONAL FIRE PROTECTION ASSOCIATION:
1. NFPA 101: Code for Safety to Life from Fire in Buildings &Structures.
' E.THE ALUMINUM ASSOCIATION:
1.AA Aluminum Finishes Manual.
' 1.03 SUBMITTALS
' A. PRODUCT DATA: Submit manufacturer's complete product and installation data.
B. SHOP DRAWINGS: Submit drawings showing layout, profiles, product components including
, anchorage, accessories,finish and glazing details(where required).
C. QUALITY ASSURANCE AND CLOSEOUT SUBMITTALS: Submit the following:
1. Manufacturer's Operation and Maintenance Data.
' 2.Warranty document as specified herein.
1.04 QUALITY ASSURANCE
' A. INSTALLERS QUALIFICATIONS: Installer with a minimum of three years experierice to perform work
of this section who has specialized in the installation of work similar to that required f��r this project and
who is acceptable to product manufacturer.
' B. MANUFACTURER'S QUALIFICATIONS: Manufacturer to have minimum (5)five years successful
experience in the fabrication of automatic doors of the type required for this project. Manufacturer capable
of providing field service representation during installation, approving acceptable installer and approving
' application method.
1.05 WARRANTIES
,
Automatic Sliding Doors 08314- 1
'
' FIRSTBANK of Vail 0210
Vail, Colorado
' 2. Sliding Panel and Sidelite Options:
a. Medium stile horizontal or vertical rails.
b.Additional and/or extra wide sidelites of size and type indicated.
' c. Horizontal muntin(s)of size and type indicated.
d. Prep for glazing 5/16"(16 mm)to 1"(25 mm).
E.JAMBS/FRAME:Shall be aluminum. Jamb dimensions to be:
' 1. 1 3/4"(44 mm)deep by 4"(102 mm)wide for Type 110
F. HARDWARE: No locks shall be provided.
, Exception:Trackless units shall include a flush bolt lock to lock the SO.
Option:The sliding door shall be provided with a lock that will latch the SX swing slide in place
when closed.A lever handle shall be provided on each side of the sliding door to unlock the
' sliding door.The SX swing function is not locked and the door can swing out from any position
(see note on trackless for exception)A recessed pull shall be provided on each side of the sliding
door.
, 2.03 MATERIALS, FINISHES AND FABRICATION
A. EXTRUDED ALUMINUM:ASTM B221, 6063-T5 alloy and temper, anodized:
i ' 1. Structural Header Sections: Minimum 3/16"(5 mm)thickness. �
2. Structural Frame Sections: Minimum 1/8"(3 mm)thickness.
3. Structural Panel Sections: Commercial grade.
, B. FINISHES(for all exposed aluminum surfaces): Shall be one of the following:
1. 204-R1 Clear: Arch. Class II Clear Anodized Coating, AA-M12C22A31
' C. PANEL CONSTRUCTION: Mortise and tenon type joints, neatly and mechanically secured. Sash
consists of snap-in glass stops, snap-in glazing beads and vinyl gaskets.
D. FRAME CONSTRUCTION: Butt joints, neatly and mechanically secured by means��f screws and
, formed aluminum corner brackets.
' PART III-EXECUTION
3.01 EXAMINATION
' Site Verification of Conditions: Installer must verify that base conditions previously installed under other
sections are acceptable for product installation according to with manufacturer's instructions. Notify the
Contractor in writing of conditions detrimental to the proper and timely completion of work. Do not start
' work until all negative conditions are corrected in a manner acceptable to the installer and manufacturer.
3.02 INSTALLATION
' A. GENERAL: Install door units plumb, level and true to line,without warp or rack of frames or sash with
manufacturer's prescribed tolerances. Provide support and anchor in place.
' B. DISSIMtLAR MATERIALS: Comply with AAMA 101,Appendix Dissimilar Materials by separating
aluminum materials and other corrodible surfaces from sources of corrosion or electmlytic action contact
points.
' C. WEATHER-TIGHT CONSTRUCTION: Install header and framing members in a bed of sealant or with
joint filler or gaskets. Coordinate installation with wall flashings and other component�of construction.
, 3.03 CLEANING,ADJUSTMENT AND PROTECTION
Automatic Sliding Doors 08314- 3
'
, FIRSTBANK of Vail 0210
Vail, Colorado
' SECTION 08550
, , ALUMINUM CLAD WOOD CASEMENT WINDOWS I
; ' PART 1 GENERAL ��
�.� SECTION INCLUDES I
' A. Aluminum clad wood casement window complete with hardware,glazing,weather strip, simulated divided lite, I
and standard or specified anchors,trim,attachments,and accessories.
' �.2 RELATED SECTIONS
, A. Section 01300—Submittal Procedures: Shop Drawings, Product Data,and Samples.
' B. Section 01631—Product Substitution Procedures.
C. Section 07920—Joint Sealants: Sill sealant and perimeter caulking.
' D. Section 09900—Paints and Coatings: Paint or stain other than factory applied finish.
�.s REFERENCES
, A. American Society for Testing and Materials(ASTM):
1. E 283-91: Standard Test Method for Rate of Air Leakage Through Exterior Wind�ws,Curtain Walls,and
Doors.
' 2. E 330-96: Standard Test Method for Structural Performance of Exterior Windows,Curtains Walls,and
Doors by Uniform Static Air Pressure Difference.
3. E 547-93: Standard Test Method for Water Penetration of Exterior Windows,Curtain Walls,and Doors by
Cyclic Static Air Pressure Differential.
, 4. E 774-92: Specification for Sealed Insulated Glass Units.
5. C 1036-91: Standard Specification for Flat Glass.
B. American National Standards Institute/National Wood Window and Door Association(ANSI/NWWDA):
' I.S.4-94: Industry Standard for Water Repellent Preservative Treatment for Millwork.
C. American Architectural Manufactures Association/Window and Door Manufactures Association(AAMA/
WDMA): 101 /I.S.2-97: Voluntary Specifications for Aluminum,Vinyl(PVC)and Wood Windows and Glass
Doors.
, D. Window and Door Manufacturers Association(WMDA): 101 /I.S.2-97 WDMA Hallmark Certification Program.
E. Sealed Insulating Glass Manufactures Association/Insulating Glass Certification Council(SIGMA/IGCC).
' F. American Architectural Manufacturers Association(AAMA): 2605-98: Voluntary Spe:cification for High
Performance Organic Coatings on Architectural Extrusions and Panels.
G. National Fenestration Rating Council(NFRC): 101-97: Procedure for Determining Fenestration Product Thermal
� Properties.
�.4 SYSTEM DESCRIPTION
, A. Design and Pe�Formance Requirements:
1. Window units shall be designed to comply with AAMA/WDMA I.S.2-97 C-C40.
2. Air leakage shall not exceed the following when tested at 6.24 psf according to ASTM E 283-91:0.30 cfm
, per square foot of frame.
3. No water penetration when tested at the following pressure according to ASTM E 547-93:6.0 psf.
Aluminum Clad Windows 08550- 1
'
, FIRSTBANK of Vail 0210
Vail, Colorado
' C. Glazing: Select quality complying with ASTM C 1036-91. Insulating glass SIFMA.IGCC certifies to performance
level CBA when tested in accordance with ASTM E 774-92.
1. Glazing method:
' Insulated glass,Altitude adjusted
Glasstype:
Low E II ,
' 3. Glazing seal: Silicone bedding at interior.
D. Finish:
2. Exterior: Fluoropolymer modified acrylic topcoat applied over primer. Meets or exceeds AAMA 2605-98
requirements. Color to match ArchitecYs sample.
' D. Weather strip: Weather-stripped at frame perimeter with flexible gaskets. Sash weather-stripped at perimeter
with combination bulb and leaf weather strip. Color: Beige.
� E. Simulated Divided Lites(SDL): 1-1/8 inch(29 mm)wide with intemal spacer bars Exterior muntins: 0.055 inch
(1.4 mm)thick extruded aluminum. Interior muntins: Pine. Muntins adhered to glass with closed-cell copolymer
acrylic foam tape. �
, 1. Pattem: Custom lite layout to be determined.
2. Finish: Match sash finish.
, , PART 3 EXECUTION
3.1 EXAMINATION
' A. Verification of Conditions: Before Installation,verity openings are plumb,square,and of proper dimension.
Report frame defects or unsuitable conditions to the General Contractor before proce�sding.
, B. Acceptance of Conditions: Beginning of installation confirms acceptance of existing conditions.
32 INSTALLATION
' A. Assemble and install window uniUs according to manufacturets instructions and reviewed shop drawings.
B. Install sealant and related backing materials at perimeter of unit or assembly in accordance with Section 07920
Joint Sealants. Do not use expansive foam sealant.
' C. Install accessory items as required.
D. Use finish nails to apply wood trim and mouldings.
, 3.3 CLEANING
A. Remove visible labels and adhesive residue according to manufacture's instructions.
, B. Leave windows and glass in a clean condition. Final cleaning as required in Section 01700.
' 3.4 PROTECTING INSTALLED CONSTRUCTION
A. Protect windows from damage by chemicals, solvents,paint,or other construction operations that may cause
damage.
� END OF SECTION
'
'
Aluminum Clad Windows 08550 -3
'
'
' FIRSTBANK of Vail 0210
Vail,Colorado �,
, SECTION 08710 I
DOOR HARDWARE
' l.l GENERAL
A. RELATED DOCUMENTS -Conditions of the Contract and Section 01000,General
' Requirements apply to the work of this section. ;I
B. WORK INCLUDED - Furnish all labor, materials and equipment necessary for the
proper completion of all fi�ish hardware as shown on the drawings and specified
� herein,or as required to complete the Work.
C. SHOP DRAWINGS - Submit per the requirements of Section 01000, General
' Requirements.
D. SAMPLES — Submit final schedule at earliest possible date particularly where
,I ' acceptance of hardware schedule must precede fabrication of �other work that is
critical in the Project construction schedule. Include with schedule the product data,
samples, shop drawings of other work affected by door ha�rdware, and other
information essential to the coordinated review of schedule.
' 1. Keying Schedule: Submit separate detailed schedule indicating
cleazly how the Owner's final instruction on keying �of locks has been
' fulfilled.
a. Contact Mr. Stan Lee, Owner Representative, at 303-235-
, 1459 for specific keying information.
2. Schedules - Furnish 5 copies of hardware sche;dule for approval.
Promptly furnish paper templates and copies of approved hardware schedule
, to all appropriate manufacturers, suppliers, and installers.
E. GUARANTEE - Per requirements set forth in Sectior� 01000, General
, Requirements,guarantee all hardware work for two(2)years.
F. CODES - Comply with applicable fire and building codes and Underwriters
Laboratory, Inc., "Building Materials List".
' G. DELNERY, HANDLING AND STORAGE - Delivery of h��rdware shall be as
directed by general contractor. All butts, locks, and other items needed by the
' general contractor to start finishing the project shall be contained in a single
shipment. The balance of a11 items shall be made in the second delivery. All
delivered items sha11 be receipted.
' 1.2 PRODUCTS
A. MANUFACTURER - All hardware shall be as specified and scheduled in the door
' schedule on the drawings.
' Door Hardware 08710-1
'
� _ ___ __ .
'
'', ' FIRSTBANK of Vail 0210
Vail,Colorado
', , e. Conform to ANSI Al 17.1 for positioning requirements for the handicapped. '
G. ADJUSTMENT AND CLEANING
' a. Ad'ust and check each o eratin hardware item and each door assembl to
J r � , Y
ensure proper operation and function. Lubricate moving parts with lubrication
type recommended by manufacturer.
�
' . ��
b. Replace units which cannot be adjusted and lubncated to operate freely and
smoothly.
' c. Make final adjustments and lubrication immediately prior tc► final acceptance.
Adjust door control devices to compensate for final operation of heating and
' ventilation equipment.
' END OF SECTION
'
'
'
'
'
'
'
'
'
, Door Hardware 08710-3
1
' FIRSTBANK of Vail 0210
Vail, Colorado
, SECTION 08770
SECURITY SCREEN '
' PART1 GENERAL
� 1.01 Description
The security screens shown on the plans and herein specified are the produrts of Avant
' Guards. The manufacturer's name and products have been used to establish the standards
of construction and quality of warkmanship required for this project. Manufacturers
' bidding on this project must be actively engaged in the fabrication of specified items.
Manufacturers requesting approval to bid their products as equal must submit to the
Arclutect full-size drawings, mcluding details of construction, and a compl��te operating
security screen sample ten(10)days prior to the bid date.
'
1.02 Submittals
' A. Manufacturer shall submit shop drawings showing details of attaclunent to
surround materials and elevation showing scope of the project.
' B. Samples of materials as may be requested without cost of owner; fr�me-sections,
perforated screen, fasteners,mullion sections, corner sections, etc.
' 1.03 Wa.rranty
A one-year Manufacturer's written warranty.
' PART 2 PRODUCTS
' 2.01 Acceptable Manufacturers
Avant Guards Inc.
' Brooklyn N.Y.
(718) 366-6565 Fax:(718) 366-0010
� 2.02 Security Screens
Screen construction as noted on contract documents and as follows:
, 1. Steel plate cage: ASTM A568, structural steel shapes,bars, anci plates: ASTM
A-36
' 2. General: Operable heavy protection screens with galvanized welded
mainframe, sub-frame, and perforated galvanealed metal in-fill.panel with
mechanical fasteners,bit key operation unless otherwise noted, and concealed
' stainless steel hinges.
3. Mainframe: Construct from 10 gauges cold rolled galvanized bent metal with
welded corners mitered butt-welded and ground smooth.
'
Security Screens 08770 - 1
'
' FIRSTBANK of Vail 0210
Vail, Colorado
' PART 3 EXECUTION
' 3.01 Inspection
Verify that openings fit allowable tolerances are plumb, level,provide a Solxd anchoring
' surface and comply with approved shop drawings.
3.02 Installation:
' A Install in accordance with approved shop drawings and specifications.
B Plumb and align faces in a single plane and erect screens square and true
, adequately anchored.
' C After completion of installation, screens shall be in working order and clean.
' '
'
'
,
'
'
,
'
'
'
'
Security Screens 08770- 3
'
' FIIZSTBANK of Vail 0210
Vail,Colorado
,
, SECTION 08800-GLAZING
1.1 GENERAL
� A. Performance Requirements: Provide glazing systems capable of withstand:ing normal thermal
movement and wind and impact loads without failure, including loss or glass breakage
' attributable to the following: defective manufacture, fabrication, and installation; failure of
sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other
defects in construction.
' 1. Glass Design: Glass thicknesses indicated are minimums and are for detailing only.
Provide glass lites for various size openings in nominal thicknesses in�dicated,but not less
' than thicknesses and in strengths(annealed or heat treated)required to meet or exceed the
following criteria:
a. Glass Thicknesses: Match existing.
,
2. Thermal and Optical Performance Properties: Match existing.
,
B. Submittals: In addition to Product Data for each glass product and glazing material, submit the
' following:
1. Samples: In the form of 12-inch-(300-mm-)square Samples for each type of glass,other
than clear products,and of 12-inch-(300-mm-) long Samples for sealants. Install sealant
, Samples between two strips of material representative in color of the adjoining framing
system.
2. Glazing Schedule: Use same designations indicated on Drawings for glazed openings in
' preparing a schedule listing glass types and thicknesses for each size opening and
location.
3. Preconstruction Adhesion and Compatibility Test Report: From glazing sealant
' manufacturer indicating glazing sealants were tested for adhesion to glass and glazing
channel substrates and for compatibility with glass and other glazing materials.
' C. Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201 and
ANSI Z97.1.
' D. Glazing Publications: Comply with published recommendations of glass product manufacturers
and organizations below, unless more stringent requirements are indica�ted. Refer to these
publications for glazing terms not otherwise defined in this Section or in referenced standards.
' E. Insulating-Glass Certification Program: Permanently marked either on s,pacers or on at least
one component lite of units with appropriate certification label of the following inspecting and
, testing agency:
�
GLAZING 08800- 1
'
�
' FIRSTBANK of Vail 0210
Vail,Colorado
,
1. EPDM.
I' ' J. Miscellaneous Glazin Materials: Provide roducts of material,size,and shape complying with
g P
referenced glazing standard,requirements of manufacturers of glass and other glazing materials
' for application indicated, and with a proven record of compatibility with surfaces contacted in
mstallation.
I , K. Fabricate glass and other glazing products in sizes required to glaze opemings indicated for
Project, with edge and face clearances, edge and surface conditions, and bite complying with
written instructions of product manufacturer and referenced glazing standard, to comply with
�I � system performance requirements.
1. Clean-cut or flat-grind vertical edges of butt-glazed monolithic lit�s in a manner that
, produces square edges with slight kerfs at junctions with indoor and outdoor faces.
2. Grind smooth and polish exposed glass edges.
' 1.3 EXECUTION
A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and
' other glazing materials, unless more stringent requirements are indicated., including those in
referenced glazing publications.
, B. Protect glass edges from damage during handling and installation.
C. Do not exceed edge pressures stipulated by glass manufacturers for installin.g glass lites.
, D. Set glass lites in each series with uniform pattem,draw,bow, and similar characteristics.
E. Protect glass from contact with contaminating substances resulting from construction
' operations,including weld splatter.
F. Remove and replace glass that is broken, chipped, cracked, abraded, or damaged in any way,
, including natural causes,accidents,and vandalism, during construction per.iod.
G. Wash glass on both exposed surfaces in each area of Project not more than four days before date
, scheduled for inspections that establish date of Substantial Completion. Wash glass as
recomxnended by glass manufacturer.
' INSULATING GLASS PRODUCT DATA SHEET
Product: Southwall technologies;heat mirror, 1"insulating glass HM77
' Sealing System: Dual seal,primary and secondary sealants;manufacturer's stand.ard sealants
Glass Specifications: Comply with the following requirements:
' 1. Thickness of each lite: '/<"
2. Indoor Lite: Class I (clear) flout glass. Kind HS (heat strengthened) condidtion A
(uncoated)Class I(clear) float glass.
'
GLAZING 08800 -3
'
' FIRSTBANK of Vail 0210
Vail,Colorado
1
' SECTION 09255 -GYPSUM BOARD ASSEMBLIES
1.1 GENERAL
, A. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide
materials and construction identical to those of assemblies whose STC ratin�s were determined
' according to AS'TM E 90 and classified according to ASTM E 413 by a qualified independent
testing agency.
' B. Fire-Test-Response Characteristics: Where fire-resistance-rated gypsum board assemblies are
indicated, provide gypsum board assemblies that are identical to assemt,lies tested for fire
resistance according to ASTM E 119 by an independent testing and inspecting agency
' acceptable to authorities having jurisdiction.
1.2 PRODUCTS
1 A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
' 1. Steel Framing and Furring:
' a. Consolidated Systems,Inc.
b. Dale Industries,Inc.
c. Dietrich Industries,Inc.
' d. Marino/Ware(formerly Marino Industries Corp.).
e. National Gypsum Co.; Gold Bond Building Products Division.
f. Unimast, Inc.
' 2. Gypsum Board and Related Products:
' a. Domtar Gypsum.
b. Georgia-Pacific Corp.
c. National Gypsum Co.; Gold Bond Building Products Division.
' d. United States Gypsum Co.
B. Steel Framing for Walls and Partitions: Provide steel fraining members complying with the
following requirements:
' l. Protective Coating: ASTM A 525, G 40 hot-dip galvanized coating for framing members
attached to and within 10 feet(3 m)of exterior walls.
' 2. Steel Studs and Runners: ASTM C 645, in depth indicated and with 0.0179-inch (0.45-
mm)minimum base metal thickness,unless otherwise indicated.
' a. Provide 0.0329-inch (0.84-mm) minimum base metal thickness for head runner,
sill runner,jamb, and cripple studs at door and other openings.
'
GYPSLTM BOARD ASSEMBLIES 09255 - 1
'
' FIIZSTBANK of Vail 0210
Vail, Colorado
' G. Joint Treatment Materials: Provide 'oint treatment materials com 1 in witli ASTM C 475 and
J PY g
' the recommendations of both the manufacturers of sheet products and of joint treatment
materials for each application indicated.
1. Joint Tape for Gypsum Board: Paper reinforcing tape,unless otherwise indicated.
' a. Use pressure-sensitive or staple-attached, open-weave, glass-fiber reinforcing tape
with compatible joint compound where recommended by manufacturer of gypsum
, board and joint treatment materials for application indicated.
' 2. Setting-Type Joint Compounds for Gypsum Board: Factory-pa��kaged, job-mixed,
chemical-hardening powder products formulated for uses indicated.
' a. For prefilling gypsum board joints, use formulation recorrunended by gypsum
board manufacturer.
b. For filling joints and treating fasteners of water-resistant gypsum backing board
behind base for ceramic tile, use formulation recommendecl by gypsum board
' manufacturer.
c. For topping compound,use sandable formulation.
' 3. Drying-Type Joint Compounds for Gypsum Board: Factory-packaged vinyl-based
products complying with the following requirements for formulation and intended use.
' a. Ready-Mixed Formulation: Factory-mixed product.
b. Job-Mixed Formulation: Powder product for mixing with water at Project site.
, 1) Taping compound formulated for embedding tape an<i for first coat over
fasteners and face flanges of trim accessories.
2) Topping compound formulated for fill(second)and fvush(third)coats.
3) All-purpose compound formulated for both taping and topping compounds.
'
' H. Acoustical Sealant for Exposed and Concealed Joints: Manufacture�-'s standard nonsag,
paintable, nonstaining latex sealant complying with ASTM C 834 that is effective in reducing
airborne sound transmission through perimeter joints and openings in building construction as
' demonstrated by testing representative assemblies according to ASTM E 90.
I. Acoustical Sealant for Concealed Joints: Manufacturer's standard nondrying, nonhardening,
' nonskinning, nonstaining, gunnable, synthetic-rubber sealant recommended for sealing interior
concealed joints to reduce transmission of airborne sound.
J. Miscellaneous Materials: Provide auxiliary materials for gypsum board construction that
� comply with referenced standards and recommendations of gypsum board:manufacturer.
1. Laminating Adhesive: Special adhesive or joint compound recomiriended for laminating
' gypsum panels.
2. Spot Grout: ASTM C 475, setting-type joint compound recommended for spot-grouting
hollow metal door frames.
'
GYPSLTM BOARD ASSEMBLIES 09255 -3
'
'�, ' FIRSTBANK of Vail 0210
Vail,Colorado
'
1. Install sound-attenuation blankets, where indicated, prior to install:ing gypsum panels
unless blankets are readily installed after panels have been installed on one side.
I ' 2. Form control and expansion joints at locations indicated and as detailed, with space
between edges of adjoining gypsum panels,as well as supporting framing behind gypsum
panels.
3. Isolate perimeter of nonload-bearing gypsum board partitions at st:ructural abutments,
�I , exce t floors, as detailed. Provide 1/4 inch 6.4mm wide s aces at these locations and
P � ) P
trim edges with U-bead edge trim where edges of gypsum panels are e:xposed. Seal joints
' between edges and abutting structural surfaces with acoustical sealant.
4. Where STC-rated gypsum board assemblies are indicated,seal constniction at perimeters,
behind control and expansion joints, openings, and penetrations with a continuous bead
', ' of acoustical sealant including a bead at both faces of the partitions. Comply with
ASTM C 919 and manufacturer's recommendations for location of edge trim and closing
off sound-flanking paths around or through gypsum board assemblies.
, 5. Space fasteners in gypsum panels according to referenced gypsum board application and
finishing standard and manufacturer's recommendations.
' a. Space screws a maximum of 12 inches(304.8 mm)o.c. for vertical applications.
6. Space fasteners in panels that are tile substrates a maximum of 8 inches(203.2 mm)o.c.
7. Single-Layer Fastening Methods: Apply gypsum panels to supports as follows:
' a. Fasten with screws.
� D. Installing Trim Accessories: For trim accessories with back flanges, fasten.to framing with the
same fasteners used to fasten gypsum board. Otherwise, fasten trim accessories according to
accessory manufacturer's directions for type,length,and spacing of fasteners.
, 1. Install cornerbead at external corners.
2. Install edge trim where edge of gypsum panels would otherwise be exposed. Provide
' edge trim type with face flange formed to receive joint compound, except where other
types are indicated.
a. Install LC-bead where gypsum panels are tightly abutted to other construction and
' back flange can be attached to framing or supporting substrate.
b. Install L-bead where edge trim can only be installed after gypsum panels are
installed.
' c. Install U-bead as necessary.
d. Install aluminum trim and other accessories as necessary.
e. Install control joints according to ASTM C 840 ,and manufacturer's
' recommendations and in specific locations approved by Architect for visual effect.
E. Finishing Gypsum Board Assemblies: Treat gypsum board joints, interior angles, flanges of
' comerbead, edge trim, control joints, penetrations, fastener heads, surface defects, and
elsewhere as required to prepare gypsum board surfaces for decoration.
l. Prefill open joints, rounded or beveled edges, and damaged areas using setting-type joint
' compound.
2. Apply joint tape over gypsum board joints and to flanges of trim accessories as
recommended by trim accessory manufacturer.
'
GYPSiJM BOARD ASSEMBLIES 09255 -5
,
, lora o
Vail, Co d
,
SECTION 09300
' CERAMIC TILE
' l.l GENERAL
, A. SUMMARY
l. This section includes the following:
' a. Unglazed ceramic mosaic tile.
b. Glazed wall tile.
c. Porcelain floor tile.
' B. SOBMITTALS
1. Submit th<�� fol�owing in accordance �ith Coridi�ions of t'��r:t�act
' and Divisior 1 Specificatior_ sectians:
2. ?roc�acU Data. T;.:l.e; JEtt,1T'1C!-B2:�., M�r. :::ar., Gr.oat, ��:c� T�dhes:i.ve
Manufacturer's catalog data.
, Manufacturers preprinted installation and cleaning instructions.
3. Sam�les: mi�e and l�ccesso:r:i.as
Samples of sufficient size to show color range, pat=tern, type and
, joints.
C. QUALITY ASSURANCE
, l. Single Source Responsibility for Tile: Obtain eaclz color, grade,
finish, type, composition, and variety of tile from a single
source with resources to provide products of consi.stent quality
' in appearance and physical properties without delaying progress
of the Work.
, 2. Single Source Responsibility for Setting and Grouting Materials:
Obtain ingredients of a uniform quality from one manufacturer for
each cementitious and admixture component and from one source or
producer for each aggregate.
, 3. Installer Qualifications: Engage an experienced Installer who
has successfully completed tile installations similar in
' material, design, and extent to that indicated for the Project.
D. DELIVERY AND STORAGE
' Materials shall be delivered to the project site in manufacturer's original
unopened containers with seals unbroken and labels and hallm.arks intact.
' Materials shall be kept dry, protected from weather, and stored under cover
in accordance with manufacturer's instructions.
E. ENVIRONMENTAL REQUIREMENTS
'
Tile 09300-1
1
' Vail, Colorado
' l. Wall Tile and Base - Installation Over Gypsum Board
Install wall tile using the thin set method. Insta:ll, grout, '�
I , clean, protect and cure in conformance with TCA Handboak Method
W243 and ANSI A108.5 using latex Portland cement mortar.
' 2. Wall Tile and Base - Installation Over Cementitious Board
Install wall tile using the thin set method. Install, grout,
clean, protect and cure in conformance with TCA Handbook Method
I ' W244 and ANSI A108.5 using latex-Portland cement mortar.
3. Dry-Set Mortar and Latex-Portland Cement Mortar
' Latex-portland cement shall be used to install tile in accordance
with ANSI �7.08.5. Latex portland cement shall be u.sed when
I installing porcelain ceramic tile.
' 4. Organic Adhesive
' Organic adhesive installation of ceramic tile shall. conform to
ANSI A108.4.
C. INSTALLATION OF FLOOR TILE
' l. Dry-Set and Latex-Portland Cement
' Latex-portland cement mortar shall be used to install tile
directly over properly cured, and clean concrete s=Labs. Latex
portland cement shall be used when installing porce�lain ceramic
tile.
' D. Ceramic Tile Grout
Ceramic Tile grout shall be prepared and installed in accord�ince with ANSI
, A10�.10.
E. CLEANING AND PROTECTTrdG
' Upon completion, tile surfaces shall be thoroughly cleaned in accordance
with manufacturer's approved cleaning instructions. Acid sh�sll not be used
for cleaning glazed tile. Floor tile with resinous grout or with factory
' mixed grout shall be cleaned in accordance with instructions of the grout
manufacturer. After the grout has set, tile wall surfaces shall be given a
protective coat of a non-corrosive soap or other approved method of
, protection. Tiled floor areas shall be covered with building paper before
foot traffic is permitted over the finished tile floors. Board walkways
shall be laid on tiled floors that are to be continuously used as
passageways by workmen. Damaged or defective tiles shall be replaced.
' -- End Of Section --
'
,
Tile 09300-3
,
' FIRSTBANK of Vail 0210
Vail, Colorado
'
, SECTION 09511 -ACOUSTICAL PANEL CEII.,INGS
' 1.1 GENERAL
A. Submittals: In addition to Product Data for each type of acoustical panel and.suspension system
required, submit the following:
' 1. 6-inch-(150-mm-) square samples of each acoustical panel type,pattern,and color.
2. Set of 12-inch- (300-mm-) long samples of exposed suspension system members,
' including moldings, for each color and system type required.
, 1.2 PRODUCTS
A. Products: Subj ect to compliance with requirements,provide one of the prod�ucts indicated:USG
Interiors; Sandrift 2'��/4" I
' B. Acoustical Panels: Manufacturer's standard panels complying with ASTM E 1264
classifications,unless otherwise indicated.
, 1. Mounting Method for Measuring Noise Reduction Coefficient: Type E-400 per
ASTM E 795. �
, C. Metal Suspension System: Manufacturer's standard direct-hung suspension system complying
with applicable ASTM C 635 requirements.
' D. Finishes and Colors for Metal Suspension System, General: Comply witli NAAMM's "Metal
Finishes Manual for Architectural and Metal Products" for recommendatii�ns for applying and
designating finishes. Provide manufacturer's standard factory-applied finish for type of system
, indicated.
E. Suspension System Attachment Devices: Fabricated from corrosion-resistant materials and
� sized for five times design load indicated in ASTM C 635, Table 1, :Direct Hung, unless
otherwise indicated.
' F. Wire Hangers, Braces, and Ties: Zinc-coated, carbon-steel wire complying with
ASTM A 641/A 641M, Class 1 zinc coating, soft temper. Size wire diaxneter so its stress at
three times hanger design load (ASTM C 635, Table 1, Direct Hung) will be less than yield
' stress of wire,but provide not less than 0.106-inch-(2.69-mm-)diameter wire.
G. Sheet-Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated,
manufacturer's standard moldings for edges and penetrations that fit acoustical panel edge
' details and suspension systems indicated; formed from sheet metal of same material and finish
as that used for exposed flanges of suspension system runners.
' 1.3 EXECUTION
r
, ACOUSTICAL PANEL CEII.,INGS 09511 - 1
' FIRSTBANK of Vail 0210
Vail, Colorado
'
� SECTION 09600 -STONE FLOORING
' l.l GENERAL
A. Stone Abrasion ResistancE: Minimum abrasive-hardness value of 12, as determined per
ASTM C 241.
' B. Static Coefficient of Friction: ASTM C 1028,values as follows:
, 1. Level Surfaces: A minimum of 0.6.
2. Ramp Surfaces: A minimum of 0.8.
C. Submittals: Submit the following: ,
i �
1. Product Data: For each variety of stone, stone accessory, and other manufactured
� products specified.
2. Shop Drawings: Show details of fabrication and installation of stone paving and flooring,
including dimensions and profiles of stone units; arrangement and dE;tails of jointing; and
details showing relationship with,attachment to, and reception of related work.
' 3. Stone Samples: Sets for each color, grade, finish, and variety of stone required; not less
than 12 inches(300 mm) square.
� D. Mockups: Before installing stone paving and flooring, construct mockups, in locations and of
sizes indicated, to verify selections made under Sample submittals and to ciemonstrate aesthetic
effects and qualities of materials and execution.
'
1.2 PRODUCTS
' A. Provide stone from a single quarry for each variety of stone required.
1. Match Architect's samples for variety, color, finish, and other stone characteristics
, relating to aesthetic effects.
2. Provide stone that is free of cracks, seams, and starts impairing structural integrity or
function.
' 3. Provide matched blocks extracted from contiguous locations in a single bed of quarry
stratum unless stone from blocks randoxnly selected for aesthetic effect is approved by
Architect.
' B. Slate: ASTM C 629 with a fine, even grain and with uniform,unfading color from clear, sound
stock.
, C. Pattern: As follows:
1. Rectangular-grid pattern of 12 by 12 inches with 4 x 12 inch border as shown.
'
'
, STONE FLOORING 09600 - 1
' FIRSTBANK of Vail 0210
Vail,Colorado
'
3. Apply mortar setting bed over cement-paste slush coat. Spread and screed setting bed to
' uniform thickness at elevations required for accurate setting of stone.
4. Mix and place only as much mortar as can be covered with stone before initial set. Cut
back, bevel edge, and discard setting-bed material that has reache;d initial set before
� placing stone.
5. Place stone before initial set of cement occurs. Apply uniform 1,�16-inch- (1.5-mm-)
thick, slurry bond coat to bed or to back of each stone unit.
' 6. Tamp and beat stone to obtain full contact with setting bed. Set each unit in a single
H. Grout stone joints to comply with ANSI A108.10 and manufacturer's written instructions.
' 1. Do not use sanded grout for polished stone.
2. Grout joints as soon as possible after initial set of setting bed. After initial set of grout,
finish joints by tooling to produce a slightly concave polished joint.
t 3. Cure grout by maintairung in a damp condition for 7 days, e:xcept as otherwise
recommended by latex additive manufacturer.
� ' I. Remove and replace damaged and defective stone paving and flooring in a manner that results
in stone paving and flooring's matching approved samples and mockups, complying with other
requirements, and showing no evidence of replacement.
, J. Clean stone paving and flooring after setting and grouting are complete. Use procedures
recommended by stone fabricator for types of application.
' K. Apply sealer to cleaned stone flooring according to sealer manufacturer's written instructions.
L. Prohibit traffic from installed stone for a minunum of 72 hours.
1 M. Protect stone paving and flooring during construction. Where adjoining areas require
construction work access, cover stone paving and flooring with a minimum�of 3/4-inch(19-mm)
' untreated plywood over nonstaining kraft paper.
' END OF SECTION 09600
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, STONE FLOORING 09600-3
' FIRSTBANK of Vail 0210
Vail, Colorado
,
, SECTION 09653 -RESILIENT WALL BASE AND ACCESSORIES
1.1 GENERAL
I , A. Submittals: As follows:
' ' 1. Product Data: For each type of product specified.
2. Samples: In manufacturer's standard sizes of each product color and pattern specified.
' B. Extra Materials: Furnish not less than 10 linear feet (3 linear m) for each 500 linear feet (150
linear m) or fraction thereof, of each different type, color, pattern, and size of resilient product
installed. Deliver extra materials to Owner.
'
1.2 PRODUCTS
' A. Products: Subject to compliance with requirements, provide product indicated for each
designation in the Finish Schedule.
' B. Rubber Wall Base: Products complying with FS SS-W-40, Type I and with requirements
specified in the Resilient Wall Base and Accessory Schedule.
' C. Rubber Accessories: Products complying with requirements specified in the Resilient Wall
Base and Accessory Schedule.
t D. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and
substrate conditions indicated.
' 1.3 EXECUTION
A. Examine substrates, areas, and conditions where installation of resilient products will occur,
' with Installer present, for compliance with manufacturer's requirements, including those for
maximum moisture content. Verify that substrates and conditions are satisfactory for resilient
product installation and comply with requirements specified. Do not proc;eed with installation
' until unsatisfactory conditions have been corrected.
B. Preparation: Comply with manufacturer's written installation instru�;tions for preparing
, substrates indicated to receive resilient products.
C. Installation: Install resilient products according to manufacturer's written installation
instructions.
' 1. Apply resilient wall base to walls, columns, pilasters, casework and cabinets in toe
spaces, and other permanent fixtures in rooms and areas where base is indicated on
' Architectural drawings.
a. Install wall base in lengths as long as practicable without gaps at seams and with
' tops of adjacent pieces aligned.
' RESILIENT WALL BASE AND ACCESSORIES 09653 - 1
' FIRSTBANK of Vail 0210
Vail,Colorado
, '
' SECTION 09680-CARPET
' 1.1 GENERAL
A. Submittals: As follows:
, 1. Product Data for each type of product indicated.
2. Shop Drawings showing carpet type, color, and dye lot; locations where dye lot changes
occur; seam locations, types, and methods; type of subfloor; type of installation; pattern
' type,repeat size, location,direction,and starting point; and type of cushion.
3. Samples for each product required.
4. Product schedule using same room and product designations indicated on Drawings and
t in schedules.
5. Maintenance data for carpet to include in maintenance manuals speci.fied in Division 1.
' B. Comply with CRI 104, Section 5, "Storage and Handling," and Section 6.1, "Site Conditions;
Temperature and Humidity."
' C. Do not install caipet over concrete slabs until slabs have cured and are suf'ficiently dry to bond
with adhesive and concrete slabs have pH range recommended by carpet manufacturer.
D. Extra Materials: Furnish full-width rolls equal to 5 percent of amount inst�lled for each type of
' carpet indicated,but not less than 10 sq.yd. (8.3 sq.m).
' 1.2 PRODUCTS
A. Carpet: As follows:
' 1. Broadloom ca et: Sub'ect to com liance with re uirements:
� l P q
' a. See finish drawings and schedules which specify manufacturer,style color,pattern,
weight, and related requirements for carpet materials.
' B. Adhesives: Water-resistant, mildew-resistant, nonstaining type to suit products and subfloor
conditions indicated, that complies with fla�unability requirements for installed carpet and that
is recommended by carpet manufacturer.
'
1.3 EXECUTION
' A. Examine substrates, areas, and conditions for compliance with requirf;ments for maximum
moisture content, alkalinity range, installation tolerances, and other conditions affecting carpet
performance. Verify that substrates and conditions are satisfactory for c;arpet installation and
' comply with requirements specified.
t
, CARPET 09680- 1
' FIRSTBANK of Vail 0210
Vail, Colorado '
'
END OF SECTION 09680
'
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1
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, CARPET 09680 -3
, FIlZSTBANK of Vail 0210
Vail,Colorado
'
' SECTION 09900-PAINTING
, 1.1 GENERAL
A. This Section includes surface preparation and field painting of exposed exterior and interior
' items and surfaces.
l. Surface preparation, priming, and finish coats specified in this Section are in addition to
shop priming and surface treatment specified in other Sections.
' B. Paint exposed surfaces, except where the paint schedules indicate that a s�arface or material is
not to be painted or is to remain natural. If the paint schedules do not specifically mention an
' item or a surface, paint the item or surface the same as similar adjacent rnaterials or surfaces
whether or not schedules indicate colors. If the schedules do not indicate: color or fmish, the
Architect will select from standard colors and finishes available.
' C. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and
labels.
' 1. Labels: Do not paint over Underwriters Laboratories (UL), Factc►ry Mutual (FM), or
other code-required labels or equipment name, identification, pe�-formance rating, or
nomenclature plates.
' D. Submittals: For each paint system specified,provide the following:
' 1. Material List: Provide an inclusive list of required coating materials. Indicate each
material and cross-reference specific coating, finish system, and application. Identify
each material by manufacturer's catalog number and general classific;ation.
, 2. Manufacturer's Information: Provide manufacturer's technical iuformation, including
label analysis and instructions for handling, storing, and applying c;ach coating material
proposed for use.
' E. Samples for Verification: Of each color and material to be applied, with texture to simulate
actual conditions,on representative Samples of the actual substrate.
' 1. Provide stepped Samples,defming each separate coat,including block fillers and primers.
Use representative colors when preparing Samples for review. Resubmit until required
sheen, color, and texture are achieved.
' 2. Provide a list of materials and applications for each coat of each sample. Label each
sample for location and application.
3. Submit Samples on the following substrates for the Architect's review of color and
, texture only:
F. Source Limitations: Obtain block fillers, primers, and undercoat materials for each coating �
system from the same manufacturer as the finish coats.
'
' °
' PAINTING 09900- 1
, FIRSTBANK of Vail 0210
Vail,Colorado
'
' E. Materials Preparation: Mix and prepare paint materials according to manufacturer's written
instructions.
' 1. Stir material before application to produce a mixture of uniform density. Stir as required
during application. Do not stir surface film into material. If necessary, remove surface
' film and strain material before using.
2. Use only thinners approved by paint manufacturer and only within recommended limits.
F. Application: Apply paint according to manufacturer's written instructions. Use applicators and
' techniques best suited for substrate and type of material being applied.
1. Paint colors, surface treatments, and finishes are indicated in the schedules.
' 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed sur�aces, or conditions
detrimental to formation of a durable paint film.
3. Provide finish coats that are compatible with primers used.
, 4. The term "exposed surfaces" includes areas visible when permanent or built-in items are
in place. Extend coatings in these areas, as required,to maintain the system integrity and
provide desired protection.
' S. Paint surfaces behind movable equipment and furniture the same as similar exposed
surfaces. Before the final installation of equipment, paint surfaces behind permanently
fixed equipment or furniture with prime coat only.
6. Paint back sides of access panels and removable or hinged covers to match exposed
' surfaces.
7. Finish exterior doors on tops,bottoms,and side edges the same as ex:terior faces.
8. Sand lightly between each succeeding enamel or varnish coat.
, G. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or
otherwise prepared for painting as soon as practicable after preparation and before subsequent
' surface deterioration.
1. The number of coats and the film thickness required are the same regardless of
' application method. Do not apply succeeding coats until the previous coat has cured as
recommended by the manufacturer. If sanding is required to produce a smooth, even
surface according to manufacturer's written instructions, sand between applications.
2. If undercoats, stains, or other conditions show through fmal c;oat of paint, apply
' additional coats until paint film is of uniform finish, color, and appearance. Give special
attention to ensure edges, corners, crevices, welds, and exposed fa.steners receive a dry
film thickness equivalent to that of flat surfaces.
, 3. Allow sufficient time between successive coats to permit proper dtying. Do not recoat
surfaces until paint has dried to where it feels firm, does not deforrn or feel sticky under
moderate thumb pressure, and where application of another coat of'paint does not cause
' the undercoat to lift or lose adhesion.
H. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators
according to manufacturer's written instructions.
'
'
' PAINTING 09900-3
� FIRSTBANK of Vail 0210
Vail,Colorado
t
' SECTION 09950-WALL COVERINGS
, 1.1 GENERAL
A. Submittals: Submit the following:
' l. Product Data: Include physical characteristics, durability, fade resistance, and flame-
resistance characteristics.
2. Shop Drawings: Show location and extent of wall covering. Indicate seams and
, termination points.
3. Samples for each color,texture,and pattern specified. i
4. Schedule of wall coverings using same room designations indicated on Drawings.
, B. Fire-Test-Response Characteristics: Provide the following surface-burning characteristics as ',
determined by testing per ASTM E 84.
'' ' 1. Flame Spread: 25 or less.
2. Smoke Developed: 450 or less.
I ' C. Space Enclosure and Environmental Limitations: Do not install wall covering until space is
enclosed and weatherproof, wet-work in space is completed and dry, wark above ceilings is
complete, and ambient temperature and humidity conditions are and will be continuously
, maintained at values near those indicated for final occupancy.
D. Lighting: Do not install wall covering until a lighting level of not less than 15 foot-candles(160
, lux)is provided on the surfaces to receive wall covering.
E. Ventilation: Provide continuous ventilation during installation and for the time recommended
' by the manufacturer for full drying or curing.
1.2 PRODUCTS
, A. Products: Subject to compliance with requirements, provide products� specified on fmish
drawings.
' B. Adhesives: Mildew-resistant, nonstaining adhesive, as recommended by wall covering
manufacturer.
' 1 EXECUTION
3
' A. Examine substrates for compliance with requirements for moisture content and other conditions
affecting performance. Do not proceed with installation until unsatisfactory conditions have
been corrected.
' B. Preparation: Comply with manufacturer's instructions.
'
' WALL COVERINGS 09950- 1
1
I ,
SECTION 10800
I
, TOILET ACCESSORIES
� , PART 1 GENERAL
A. REFERENCES
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to in the tesxt by basic
designation only.
II 1
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
' ASTM C 1036 (1991; R 1997) Flat Glass
' B. SUBMITTALS
1 . Produc� Data: Manufacturer's descriptive data and catalog cuts
indicating materials of construction, fasteners proposed for use
for each type of wall construction, mounting instructions,
' operation instructions, and cleaning instructions.
C. DELIVERY, STORAGE, AND HANDLING
�', t Toilet accessories shall be wrapped for shipment and storage, delivered to
the jobsite in manufacturer's original packaging, and stored in a clean, dry
area protected from construction damage and vandalism.
1 D. WARRANTY
Manufacturer's standard performance guarantees or warranties that extend
' beyond a 1 year period shall be provided.
PART 2 PRODUCTS
' A. MANUFACTURED UNITS
Toilet accessories shall be provided where indicated in accor.dance with
paragraph SCHEDULE. Each accessory item shall be complete with the
' necessary mounting plates and shall be of sturdy construction with corrosion
resistant surface.
1. Anchors and Fasteners
� Anchors and fasteners shall be capable of developing a restraining
force commensurate with the strength of the accessory to be mounted and
shall be suited for use with the supporting construction. Exposed
' fasteners shall be of tamperproof design and shall be finished to match
the accessory.
2. �'inishes
' Except where noted otherwise, finishes on metal shall be provided as
follows:
' Metal Finish
' Stainless steel No. 4 satin finish
TOILET ACCESSORIES 10800-1
'
I
,
' S. Sanitary Napkin and Tampon Dispenser
Sanitary napkin and tampon dispenser shall be recessed. Dispenser,
including door shall be Type 304 stainless steel and shall dispense
, both napkins and tampons with a minimum capacity of 20 each.
Dispensing mechanism shall be for coin operation. Coin mechanisms
shall have minimum denominations of 10 cents, 25 cents, 50 cents.
' Doors shall be hung with a full-length corrosion-resistant steel piano
hinge and secured with a tumbler lock. Keys for coin box shall be
different from the door keys. (Bobrick: #B-3500 is recommended. )
' 6. Soap Dispenser
Soap dispenser shall be lavatory mounted, liquid type consisting of a
' polyethylene tank with a minimum 20 fluid ounces holding c:apacity and a
4 inch spout length, as scheduled. (Bobrick: #B-8221 is recommended. )
' PART 3 EXECUTION
3.1 INSTALLATION
' Toilet accessories shall be securely fastened to the supporting construction
in accordance with the manufacturer's approved instructions. Accessories
shall be protected from damage from the time of installation until
� acceptance.
3.2 CLEANING
' Material shall be cleaned in accordance with manufacturer's recommendations.
Alkaline or abrasive aqents shall not be used. Precautions shall be taken
to avoid scratching or marring of surfaces.
, 3.3 SCHEDULE
Accessories Required
1 Refer to Drawings
, -- End Of Section --
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TOILET ACCESSORIES 10800-3
'
' FIRSTBANK of Vail 0210
Vail,Colorado
' SECTION 11452
RESIDENTIAL APPLIANCES
I ' PART 1 -GENERAL
1.1 RELATED DOCUMENTS
' A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections,apply to this Section.
' 1.2 SUMMARY
A. This Section includes the following types of residenrial appliances:
' l. Refrigerator/freezers.
2. Dishwashers.
' 3. Microwaves.
4. Freezers.
5. Refi-igerators.
' B. Related Sections: The following sections contain requirements that relate to this Section:
1. Kitchen sinks, waste disposers and instant hot water dispensers are specified in Division 15
, Section"Plumbing Fixtures."
2. Plumbing connecrions for appliances are specified in Division 15.
3. Electrical services and connections for appliances are specified in Division 16.
' 13 SUBMITTALS
A. General: Submit the following according to Conditions of the Contract and Division 1 Specification
Sections.
, B. Product data for each appliance type required indicating compliance with requirements, including
installation instructions. Provide complete operating and maintenance instructions for each appliance.
, C. Schedule: Submit schedule of appliances,using the same room designations as shown on drawings.
1.4 QUALIT'Y ASSURANCE
' A. Energy Ratings: Provide residenrial appliances that carry labels indicating energy c;ost analysis(estimated
annual operating costs)and efficiency information as required by Federal Trade Commission.
' B. UL and NEMA Compliance: Provide electrical components required as part of residential appliances that
are listed and labeled by iJL and comply with applicable NEMA standards.
' C. AGA and ANSI Standards: Provide gas-burning appliances that carry the design certification seal of the
American Gas Association(AGA)and comply with ANSI Z21-Series standards.
' D. AHAM Standards: Provide appliances that conform to the following standards of the Association of
Home Appliance Manufacturers:
1. Refrigerators and Freezers: Total volume and shelf area ratings certified according to
' ANSUAHAM HRF-1.
E. Single-Source Responsibility: Obtain appliances from a single supplier.
'
' RESIDENTIAL APPLIANCES 11452- 1
' FIRSTBANK of Vail 0210
Vail,Colorado
'
2.4 MICROWAVE
, A. Microwave: Provide 1.4 cubic foot capacity,spacemaker microwave.
1. GE Model#JVM1450BC
Ia. FREEZER
' B. Freezer: Privide under-cabinet,auto defrost freezer.
1. Sub-Zero 249FF with door panel. Door panel to have plastic laminate to match adjacent,
' vertical cabinetry finish.
a. REFRIGERATOR/FREEZER
' A. Refrigerator/freezer: Provide freestanding,manual defrost,under counter refrigerator/freezer unit.
1. Sub-Zero 249R with door panel. Door panel to have plasric laminate to match adjacent,
, vertical cabinetry finish.
PART 3-EXECUTION
' 3.1 INSTALLATION
A. General: Comply with manufacturer's instructions and recommendations.
' B. Built-In Equipment: Securely anchor units to supporting cabinets or countertops with concealed fasteners.
Verify that clearances are adequate for proper functioning and rough openings are c;ompletely concealed.
' C. Freestanding Equipment: Place units in final locations after finishes have been completed in each area.
Verify that clearances are adequate to properly operate equipment.
' D. Utilities: Refer to Divisions 15 and 16 for plumbing and electrical requirements.
3.2 ADJUST AND CLEAN
' A. Testing: Test each item of residential equipment to verify proper operation. Make necessary adjustments.
1 B. Accessories: Verify that accessory items required have been furnished and installed.
C. Cleaning: Remove packing material from residential equipment items and leave iuuts in clean condition,
ready for operation.
'
END OF SECTION
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' RESIDENTIAL APPLIANCES 11452-3
, FIRSTBANK of Vail 0210
Vail,Colorado '
,
I , SECTION 15400-PLiJMBING
PART 1 - GENERAL
,
, 1.1 RELATED DOCLTMENTS:
A. Drawings and general provisions of Contract, including General and Supplementary Condrtions
and Division—1 Specification sections, apply to work of this section.
�
1.2 DESCRIPTION OF WORK
' A. Systems and equipment specified in this section include the following:
1. Plumbing fixtures.
' PART2-PRODUCTS
' MATERIALS AND PRODUCTS:
2.1
, A. General: Provide piping materials and factory-fabricated piping prod.ucts, and specified
equipment of sizes, types, pressure ratings, temperature ratings and capacities as indicated.
Provide sizes and types matching piping and equipment connections and provide fittings of
, materials, which match pipe materials. Where more than one type of�aterial or product is
indicated, selection is Installer's option.
� 2.2 PLUMBING FIXTURES:
A. General: Provide factory-fabricated fixtures of type, style and material inciicated. Where more
than one type is indicated, selection is Installer's option; but, all fiartures af same type much be
, furnished by single manufacturer.
B. Materials:
' 1. General: Unless otherwise specified,comply with applicable Feder�l Specification WW-
P-541/-Series sections pertaining to plumbing fixtures, fitting, trim, metals and finishes.
Comply with requirements of WW-541/-specification relative to quality of ware, glazing,
' enamel, composition and fmish of inetals, air gaps, and vacuum �ireakers, even though
some plumbing fixtures specified in this section are not described iri WW-P-541.
, 2. Provide materials, which have been selected for their surface flatness and smoothness.
Exposed surfaces which exhibit pitting seam marks, roller marks, foundry sand holes,
stains, discoloration or other surface imperfections on finished units are not acceptable.
, 3. Where fittings,trim and accessories are exposed or semi-exposed provide bright chrome-
plated or polished stainless steel units. Provide copper or brass where not exposed.
'
' PLLTMBING 15400 - 1
, FIlZSTBANK of Vail 0210
Vail,Colorado
'
3. Flush Valves:
' Coyne&Delany Co.
Sloan Valve Co.—"Regal"
Zurn Ca
, 4. Fixture Seats: '
Bemis Mfg. Ca ,
' Beneke Corp. I
Forbes-Wright Industries,Inc.: Church Products.
Kohler Co.
Olsonite Corp.: Olsonite Seats.
' S. Fixture Carriers: I
Josam Mfg.Co. '
, Smith Co.
Zurn Industries,Inc.;Hydromechanics Div.
Tyler-Wade
'
PART 3 -EXECUTION
' 3.1 INSPECTION: '
' A. General: Examine areas and conditions under which piping systems are to be installed.
Verify actual locations of equipment, fixtures and/or piping connections prior to installation.
Also examine floors and substrates, and conditions under which work is to be accomplished.
' Correct any incorrect locations of piping, and other unsatisfactory conditions. Do not
proceed with work until unsatisfactory conditions have been corrected i.n manner acceptable
to Installer.
'
3.2 EQITIl'MENT CONNECTIONS:
, A. Piping Runouts to Fixtures; Provide soil and waste piping run outs to plumbing fixtures and
drains, with approved trap, of sizes indicated; but in no case smaller than required by
Uniform Plumbing Code.
' B. Located piping runouts as close as possible to bottom of floor slab supporting fixtures or
drains.
C. Upon completion of installations, flush all traps and fill with water.
'
3.3 INSTALLATION OF PLiJMBING FIXTURES:
' A. General: Install plumbing fixtures of types indicated where shown anci at indicated heights;
in accordance with fixture manufacturer's written instructions, roughing-in drawings, and
with recognized industry practices. Ensure that plumbing fixtures com;ply with requirements
' and serve intended purposes. Comply with applicable requirements of governing authority
having jurisdiction pertaining to installation of plumbing fixtures.
'
PLiTMBING 15400-3
'
'
,
� 1�BANK—VAIL
ELECTRICAL SPECIFICATION
MARCH 2O03
SECTION 16010
�' ' GENERAL PROVISIONS
, PART 1 -GENERAL
1.01 CONDITIONS
A. All work under this Section shall be governed by project general conditions,along with all
' supplements and amendments thereto,as published by Architect.
1.02 CODES AND REGULATIONS:Comply with Architectural Section
' A. Comply with all applicable state and local codes,regulations and ordinance;s,and the latest
applicable requirements of the National Electrical Code(NEC)of the NFP.A,as interpreted by the
local inspection authority who shall have final jurisdiction.
B. Comply also with all OSHA requirements and directives.
' 1.03 EXAMINATION OF PREMISES
A. Examine the premises prior to bidding and become fully familiar with exisxing conditions.
' 1.04 PERMITS
A. Secure and pay for all permits,fees,taxes,licenses and inspections in connection with the
electrical work.
, 1.05 DRAWINGS AND SPECIFICATIONS
A. Drawings are diagrammatic and indicate general arrangement of electrical work.Locations are
, approximate and shall be subject to minor modifications as directed by Architect and/or Engineer.
B. Contractor shall be responsible for exact fitting of all materials,equipment,etc.,in building.All
dimensions shall be verified on the job.
C. Refer to Architectural,Structural,and Mechanical Drawings and Specifications,as part of this set,
' and be responsible for all information contained therein as affects the eleclrical work.
D. Instructions such as "provide..."shall mean "Contractor shall be responsible for the furnishing and
installing of new...,complete in every respect."
' PART2-PRODUCTS
2.01 STANDARDS
' A. All material shall be new and shall be listed by Underwriters Laboratories Incorporated(LJL listed)
for the purpose intended and shall bear the LTI.label.Damaged or defective materials shali be
replaced.All materials shall comply with the latest NEMA standards.
' PART 3-EXECUTION
3.01 SHOP DRAWINGS:Comply with Architectural Section.
' A. Furnish five(5)sets of Shop Drawings to Architect for the following:
1. Lighting Equipment.
2. Distribution Equipment.
3. Mechanical Equipment requiring electrical.
' 4. Floor Boxes.
5. Cable Fire Penetration.
B. All materials and equipment shall be approved prior to beginning work.
� C. Receipt within 30 days after award of contract.
D. Shop Drawings,including:
1. Dimensions and detail.
' 16010-1
'
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3.10 GUARANTEE:Comply with Architectural Section.
� A. Guarantee all materials,labor,workmanship and successful operation of all equipment installed
under this contract for a period of one year from date of final acceptance.Repair or replace,at no ,
expense to Owner,all defects which may arise during this time due to inferior or defective I
� materials,equipment,or workmanship.
3.11 SUBSTITUTIONS
A. The intent of Specifications is to establish quality standards of materials and equipment installed.
' Specific items are identified by Manufacturer,trade name or catalog designation.Should
Contractor propose to furnish materials and equipment other than those spec;ified as permitted by
"or approved equal"clauses,he shall submit a written request in duplicate,at least five calendar
' days prior to bidding date,for any or all substitutions to Architect along with a stamped self-
addressed return envelope.Request shall be accompanied with complete descriptive and technical
data and all other information deemed necessary by Architect for evaluatior►. Substitutions
submitted for approval shall list items as specified with the alternate substitution.
' B. Where substitutions alter the design,conduit,wiring or space requirements indicated on Drawings,
Contractor shall include items of cost for the revised design and construction.
C. Substitutions sent by Fax Machine will not be acceptable and will not be reWiewed.
' 3.12 OIJTAGES
A. Coordinate all electrical service outages with Owner and General Contractar.Plan all work so that
duration of outage is kept to an absolute minimum.Provide temporary wiring as necessary and as
, required in order to maintain continuous service for Owner's operation where outage must by
accomplished during a time when power is deemed necessary by Owner,or when outage is to be
of an extended duration,maximum 6 hours.All outage time and scheduling,of same shall be as
' approved by Owner and shall conform to Owner's schedules.
3.13 DELIVERY AND STORAGE OF MATERIALS
A. Make provisions for delivery and safe storage of all materials and make the required arrangements
' with other Contractors on the job for the introduction into the building of e�auipment too large to
pass through finished openings.
B. Where materials are indicated to be furnished by others to Contractor for iristallation,these
' materials shall be checked and their delivery properly receipted.Assume full responsibility for the
storage and safe keeping of said materials from time of delivery until final,�cceptance.
3.14 AVAII,ABLE TO OWNER
' A. Electrical Contractor shall be available to Owner for additional hook up to lights,equipment,etc.,
on time and material.
3.15 ACCESS PANELS
' A. Access panels required by the Electrical Contractor shall be provided by the Electrical Bid
Contractor then turned over to the appropriate trade for installation.See Architectural
specification.
' END OF SECTION 16010
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' 16010-3
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' SECTION 16020
REMODEL WORK
PART 1 -GENERAL
t1.01 DESCRIPTION
A. Principal work in this section:
, l. The requirements of Section 16010 apply to work of this section.
PART2-PRODUCTS
' 2.01 "Inasmuch as the remodeling and/or rehabilitation of an existing building requires ttuat certain assumptions
be made regarding existing conditions,and because some of these assumptions may not be verifiable
without expending additional sums of money,or destroying otherwise adequate or s��rviceable portions of
, the building,Electrical Contractor and Owner will hold harmless,indemnify and defend Design
Professional from and against any and all claims arising out of the professional serviices provided under this
agreement."
, PART 3-EXECUTION II
3.01 REMODEL WORK
, A. Electrical contractor shall attend site walk through at scheduled walk through prior to bid. Bid
shall not be accepted if not at pre-bid walk through.
B. Existing devices and circuiting which are shown are indicated only for informational purposes.
Electrical Contractor shall visit the site and shall verify conditions as they uxist and shall remove,
, relocate and/or rework any electrical equipment or circuits affected(whether indicated or not)due
to removal of reworking of existing walls,ceilings,etc. Electrical Contractor shall familiarize
himself with all work to be done by other trades by studying Architectural,Structural,Mechanical
and Plumbing Drawings.
' C. Electrical Contractor shall remove all wiring devices,light fixtures,etc.,which are indicated to be
removed. In General,symbols which are dotted indicate devices which are;existing and which are
to remain. Symbols which are dotted and hatched indicate devices which are existing and which
' are to be removed.
D. Where remodeling interferes with circuits in areas which are otherwise undisturbed,circuits shall
be reworked as required to maintain circuit continuity.
E. Coordinate the routing of all conduits with Mechanical and Plumbing Contractors in order to
' avoid conflicts with ducts,pipes,etc.
F. Lighting fixtures removed and reused shall be cleaned and reconditioned by Contractor prior to
reinstallation. Provide new lamps,etc.,as required to restore fixtures to operational condition.
� G. All equipment,fixtures,devices,etc.,which are removed shall be delivered to Owner for
disposition. All items which are removed and not wanted by Owner and which are not reused
shall become the property of Electrical Contractor and shall be removed from site.
H. The cost of cutting and patching necessary for installation or removal of electrical work shall be
' included in the electrical contract. Coordinate with General Contractor.
I. Electrical Contractor shall remove and replace lighting fixtures;rework,relocate or replace
conduit and wiring and do other work required by the installation of new d.uctwork,piping,etc.,
, above existing ceiling. Coordinate with other contractors and verify the extent of the work.
J. Areas of Removal: Electrical Contractor shall check areas of demolition for electrical damage and
physical damage. See damaged existing electrical equipment and device paragraph. If existing
electrical equipment and devices do not have electrical power,Electrical Contractor is responsible
, to provide power from electrical panels determined by Engineer.
K. Damaged Existing Electrical Equipment and Devices:
1. Existing damaged equipment and devices that are to be reused shall be reported to
' Architect in writing. The equipment and devices will be evaluated by the design team as
to its reuse status. Otherwise,damaged equipment and devices n�t reported to Architect
in writing shall be the responsibility of Electrical Contractor to re.place with new
' 16100-1
'
'
'
' SECTION 16100
BASIC MATERIALS AND METHODS
PART 1 -GENERAL
I1.01 STANDARDS
A. All materials shall be new,shall be UL listed for the purpose intended,and shall bear the UL label.
' Damaged or defective materials shall be replaced.All materials shall comply with latest NEMA
standards.
1.02 SUBSTITUTIONS:Comply with Architectural Section.
' 1.03 BALANCING
A. The complete system shall be load balanced to within 10-15 percent per phase.
I ' 1.04 PHASE ROTATION
A. Electrical Contractor shall assure and be responsible for proper phase rotati.on of all motors,
compressors,and other three phase equipment prior to energizing equipment.
' B. Electrical Contractor shall be responsible and coordinate proper phase rotadion connections made
by the serving utility company prior to energizing main service equipment.
' PART2-PRODUCTS
2.01 SAFETY SWITCHES
A. Provide fusible and non-fusible heavy duty type disconnect switches where shown and required.
' Switches shall be horsepower rated,quick make,quick break,by same mariufacturer as main
distribution center.
B. Each enclosure shall be NEMA type suitable for surrounding area and conciition.Consult
' Mechanical Drawings and Specifications for their requirements.
C. Switches shall be equipped with clips for Class"R"rejection clips based on drawing fuse type.
D. Switches shall be same manufacturer as main distribution panelboard.
' 2.02 FUSES
A. Provide sizes,classes and types of fuses as indicated for all fuses safety switches.All fuses 0-600
amps shall have the Class "R"rejection feature.Verify actual load current�of all motors prior to
' ordering fuses and provide fuses of sizes as recommended by Manufacturer.Generally,motor
fuses shall be the dual element type and shall be set at 110 percent of full l��ad amps,or 125
percent where required for heavy duty usage or high ambient temperatures.Fuses shall be the
power voltage rating to match circuit characteristics in which installed.Fuses indicated on
' Drawings are those of Bussmann Co.,equal by Gould Shawmut or Littel Fuse.
2.03 SPARE FUSES
A. Provide three spare fuses of each size and type installed.Place in a metal cabinet adjacent to main
' distribution equipment.Cabinet shall be wall mounted,shall have a hinged door and latch,and
shall be labeled "SPARE FUSES"on cover.See plans for type.
' 2.04 NAMEPLATES
A. Provide 1" X 3" laminated plastic nameplates(1/4" high white letters;blaek background for
normal power equipment,red background for emergency power equipment)for all switches,
panelboards,controllers,etc.,in main distribution switchboards and sub-distribution panelboards.
' Nameplates shall be permanent(y attached to equipment with two screws.I'rovide blank
nameplates for all spares.
' 16100-1
-� � - � - � - � 1
t
'
' A. Steel.025 and.040 inch,ivory finish.Ten foot lengths with coupling.One piece raceway system
consist of separate base and removable cover sections.System shall be furnished complete with all
appropriate sized fittings,J-boxes,and support hardware.Manufacturer Wiremold series 500 and
' 700 with all fittings.
2.09 SUPPORTS AND HANGERS
A. Provide supports and hangers as necessary and as required to insure a good and substantial
� installation.Support raceways,fixtures,cabinets,boxes,etc.,on approved types of trapeze hangers
or wall brackets as manufactured by Unistrut or acceptable equal.Provide steel hanger rods
securely fastened to or through the building structure for all trapezes,etc.Do not suspend from
' mechanical piping or ductwork.Perforated plumber's straps or wire will not.be permitted.
B. Obtain Architect's approval for the use of powder powered fasteners and use only in locations as
he may direct.
' 2.10 OiTTLETS
A. Outlets shall be galvanized steel or zinc pressed steel outlet boxes for all locations except where
otherwise indicated or where cast metal boxes are required by NEC.Boxes are to be 4"square or
' octagonal,depth as required.Provide plaster or tile rings for all flush outlets installed where wood,
drywall tile plaster,etc.,types of finishes are applied.All outlets for exterior application shall be
cast,weatherproof type,with gasket and case coverplate.Tile boxes of extra depth may be used
for interior,dry applications where masonry block or brick walls constitute the finished wall
, surface.In any event,provide outlet boxes of proper type and design for the particular fixture or
device to be installed.Boxes shall be as manufactured by Steel City or acceptable equal.
B. Surface mounted boxes shall be cast metal weatherproof,with grounding terminal,threaded hubs,
' and shall be similar and equal to Crouse-Hinds design Type FD or FS.
C. Pull Boxes:Provide pull boxes in raceway runs as reyuired by NEC and job conditions.Install in
accessible locations.
D. Surface Raceway:Surface raceway boxes same manufacturer as surface rac:eway.
' 2.11 LIGHTING EQUIPMENT
A. General:Provide all lighting equipment and lamps as shown on Drawings and as called for in
' these Specifications.Provide all such equipment fully complete and prewired.Instalt all
equipment in a secure and substantial manner,and in full accord with Manufacturer's
recommendations.Provide all such miscellaneous installation equipment such as support,hangers,
yokes,flanges,etc.,as is necessary.Provide 1 1/2" spacer,finished,factory-approved type,
, between tops of fluorescent fixtures and combustible ceiling materials as r<;quired by code.
Provide for aiming of all adjustable lighting fixtures as directed by Architect;exterior fixtures
shall be adjusted at night.
B. Fixtures(Luminaires):All fixtures exposed to weather or cold temperatures shall be weatherproof
' and suitable for efficient operation at temperatures and conditions concerned.All fixtures shall
bear UL label for its particular application.Slimline fixtures shall be 430 nna.or as indicated;40
watt fluorescent shall be rapid start;20 watt shall be trigger start.Install surface or pendant
' mounted luminaires true and straight.Provide plaster frames or similar type devices compatible
with ceiling construction for all recessed fixtures.
C. DuaUthree level lighting fixtures shall be provided with 4 wire flex and lea.d conductors.
D. Electronic Ballasts:
' I. Separate electronic ballasts shall be provided in order to provide�duaUthree level lighting
as shown on plans.
2. Ballasts shall be compatible with T8 or TSHO lamps as noted on plans,high power factor
' energy saving,electronic type with# 10%THD.
3. Ballast shall bear the CBM,IJL,and ETL labels certifying the ballasts comply with these
specifications and standards.
4. Ballasts shall be"P"rated.
, 5. Ballast shall be one of the following: Motorola M2RN-T8-ILL 120,or equal by
Magnetek Triad Ultrad,or Advance Mark V.
t16100-3
�
�
' Accessories: Internal Duplex Receptacle Bracket.
Internal Blank Cover Bracket.
Combination Wire TunneUMounting Bracket. ,
' Special outlets: Siemens Keystone duplex faceplate/bracket II,
Voice/Data jack provided by others as directed
by Owner.
' PART 3-EXECUTION
, 3.01 SAFETY SWITCHES
A. All exterior mounted disconnects 12 feet and less above finished grade shall have padlocks;master
laminated type minimum 3/16 inch shafts,master keyed,to lock disconnect doors.
3.02 CONDUCTORS I,
' A. Conductors shall be continuous from outlet to oudet or J-box.Splices shall be held to a minimum. '
Where necessary,splice in readily accessible pull box,J-box,or outlet box.The joint insulation value
, shall equal that of the conductor.Splices and connections shall be made in an approved manner.
B. Install wiring in the raceway systems only after the conduit run has been completed and after such
time as conduits have been thoroughly cleaned and dried.
C. Wire and cable No.6 and smaller shall be factory color coded.Where factary cotor is not available,or ,I
, where on short runs factory color coding is not practical,mark conductors on each end and in J-boxes
or pull boxes with 1"band of colored pressure sensitive plastic tape or by the use of brilliant !�
waterproof lacquer properly applied.Colors for each phase and the neutral shall be consistent
, throughout the system.
1. The following color code prevails for all service,feeder and branch circuits:
Neutral-White.
Ground -Green.
' Phase A-Black.
Phase B-Red.
Phase C-Blue.
, E. Wire and cable shall be the proper size to fit under lug landings in accordance with UL listing.Where
larger wire and cable is used for voltage drop,etc.,and will not fit under UL lug listings,Electrical
Contractor shall provide proper wire and cable size under lugs and either pigtail to larger wire and
cable or use power tap blocks.Provide insulation value equal to the wire and cable being used.
, F. High Compression Termination:Provide high compression terminations for connecting smaller
conductors to larger for voltage drop issues as shown on drawings.H-type compression tap
connectors shall be for copper combinations,sized for correct conductor installation using 15 ton and
' 12 ton head tools per manufacturer UL listed.Manufacturer Thomas and Betts.Compression taps
series 63100 with high compression tool.Provide shop drawings.Provide unterlocking insulating hard
covers and secure with tape sealant per manufacturer,iJL listed.Manufacturer Thomas and Betts
Series HTCX00(H-Tap Insulating Hard Covers),and HSTS25 Series.Provide shop drawings.
' G. Terminations Exterior
l. Terminations shall be silicone filled safety connectors.Connector body shali consist of color-
coded shell of non-hygroscopic material,with ribs or wings for ea�sy grip and vibration-
absorbing retention fingers.Inside shall be a non-setting,non-conductive,fire-retardant
, silicone sealant that eliminates the possibility of corrosion and flashover.The connector shall
have a plated,conical,square-wire spring to draw in conductors securely as torque is applied.
2. Connectors shall be King Technology's Model King-1,2,3,4,5,6,and/or 9 wire connectors for
' pressure-type locations or accepted equal.
H. Provide cable wraps(nylon ty wraps)around branch circuit bundles and feeder bundles in all
switchboards,panelboards,and loadcenters.
' 3.03 CONDUITS
, 16100-5
'
'
' 3.06 OUTLETS j
A. Install all outlets in a secure and substantial manner and locate so as to be compatible with space,
construction and equipment requirements,and with the work of other trades,Verify final outlet
' locations with Architect prior to installation.Install all outlets piumb and in accessible locations.
Flush outlets are to be installed with front of box or ring flush wi[h finished surface.All outlets are to
be installed flush unless used in conjunction with exposed conduit system or unless otherwise
indicated.If outlets aze not installed plumb,flush,or in approved locations,relocate or reset and
' refinish at no additional cost to Owner.
B. Lighting outlets:Install flush wall or ceiling outlets to accommodate type of'fixture to be installed.
Provide 3/8"no-bolt fixture stud in all outlets where required by weight of fixture.
' C. Switch outlets:Install up 48"to top of box above floor on latch side of dooi•and 4 inches from
centerline of J-box to outside of door frame.Verify door swing prior to installation.Use gang boxes
for multiple device installation as required.
D. Receptacle outlets: Install up 16"(per ANSI Handicap Requirements)to bottom of box,mounted
' vertically above floor in all general locations;install at switch height where shown to be in
combination.Install in all kitchens,mechanical equipment rooms,above counters,and wherever else
noted.Install integral with baseboard radiation covers or in floor where both occur at the same
' locations;refer to Mechanical Drawings for location.Rough-in outlets for e.lectric water coolers so as
to be concealed behind unit,accessible,and in accordance with recommendations of equipment
suppliers.Other mounting heights to be as indicated on Drawings.Mount aRl weatherproof boxes
vertical.
' E. Sound Transmission:Outlets indicated on Drawings"back-to-back"are to be installed with a
minimum of 6" lateral separation between outlets for minimum sound transxr»ssion.Silicone Caulk
seal all conduit entries to boxes after conductors are installed,holes in boxe:s,and silicone caulk
' between all boxes and finished wall surfaces prior to installing cover plates. "Through-the-wall"type
boxes are not permitted.
F. Fire Rated Walls:Maintain separation of J-boxes of horizontal distance of:?4 inches box edge to edge
of opposite sides of walls or partitions.Use steel outlet boxes or rated J-boxes not exceeding 16
' square inches in area,providing the area of such opening,do not aggregate more than 100 square
inches for any 100 square feet of wall or partition area.
G. Mount all weatherproof(W.P.)outlets vertically.
' H. J-boxes shall not be stacked atop or use of multiple extension rings on each other to form single J-
boxes. Single J-boxes shall be used of proper size per NEC.
3.07 LIGHTING EQUIPMENT
' A. Recessed fixtures shall be connected from a J-box above the ceiling with fl�exible conduit.The supply
conductors to recessed fixtures shall be in accordance with Manufacturer's label or as specified,
whichever is more stringent.Cut openings in ceilings for outlets or recesseci fixtures so that fixtwe or
' trim completely covers the openings when installed.
B. Recessed fixtures in suspended T-bar grid ceilings:Overall dimensions of tixtures to be recessed with
grid ceiling must be such that they will fit without distortion to the T-bars.No field modification of
fixtures will be allowed.Install fixtures only after such time as all adjacent T-bars have been installed
' and supported from the superstructure at each corner of the fixture.Providf;bar hangers supported
from and secured to adjacent T-bars to support incandescent fixtures. Fixtures must not be supported
from ceiling panels.Fixture must be securely fastened,however,to ceiling framing member as
required by NEC 410-16.
I3.08 COVERPLATES
A. Install oversized or"mistake plates" for any outlet where standard sized plate will not cover rough-in
� opening.Provide ganged plates for combination devices and multiple devic;e installation as required.
Install plates with holes sized to accommodate cable to be installed for all telephone and computer
outlets.
B. Provide blank coverplate for all unused outlet boxes,i.e.CRT,telephone,data,and power outlets at
' time of final observation.
' 16100-7
, �
'
, SECTION 16103 I
EMPTY RACEWAY SYSTEMS
' PART 1 -GENERAL
1.01 DESCRIPTION
' A. Principal work in this Section:
1. The requirements of Section 16010 apply to work of this Section.
2. Empty raceway systems for,but not necessarily limited to these systems.
a. Telephone.
' b. Security. j
c. Surveillance. '�
a. Data.
, PART 2-PRODUCT AND EXECUTION
2.01 EMPTY RACEWAY SYSTEMS
' A. Provide empty raceway systems with conduit,cabinets,with plywood,backliner,outlet and floor
boxes,J-boxes,backboards,and all miscellaneous appurtenances required 1or a complete system.
Leave empty raceway systems complete with pull rope,minimum 4'extra length at each end,properly
tagged.
, B. Systems shall meet requirements of,be accepted by,and be approved by the code authority,utility,
equipment supplier,Owner,or Contractor furnishing system equipment and wiring for the system
involved.
, C. Empty raceway systems include systems that allow open wiring installed in hollow walls.Provide
wall plaster frames,coverplates,and pull wires from outlet to J-box above accessible ceilings.
D. Empty raceway systems for the public telephone system shall conform to the following additional
requirements:
' 1. Raceways 1 1/2" trade size and larger shall be provided with pull xopes,3/16"diameter
polypropylene,with 700 Ibs.minimum breaking strength. 3/32",2001bs.pull lines shall be
installed for 1 1/4"conduits and smaller.
' 2. Raceways with more than two 90 degree bends and for runs 200'a.nd longer shall be
provided with through pullboxes,accessible after construction.
3. Unless indicated otherwise,telephone and signal outlets located in stud walls or non-
masonry partitions shall be flush mounted plaster rings,securely attached to metal studs or
' other suitable backing.Size of opening and coverplates shall be as specified under
"Coverplates" in Section 16100.Conduits for these outlets shall be terminated and bushed.A
pull wire or cord
' shall be installed and secured through the plaster ring for use by the telephone company.
4. All empty raceways shall be EMT only.Flex conduit shall not be acceptable.
, END OF SECTION 16103
1
'
,
' 16103-1
'
'
, SECTION 16400
ELECTRICAL SYSTEMS
, ' PART 1 -GENERAL
1.01 Furnish and install a complete electrical system as shown on Drawings and Specifications.
' PART2-PRODUCTS
2.01 MECHA1vICAL EQUIPMENT
' A. Phase protection:All motors 1 HP and above using 3 phase power and a113 phase air condition units
shall have protection for phase reversal,loss of phase or phase unbalance of 10%voltage drop or
greater on any one phase.Manufactured by Mark Time Model B or C 2664R.
B. Electrical contractor shall verify with mechanical contractor prior to rough-in and at shop drawing
' stage that proper voltages,phases,and connections are provided for all mechanical equipment being
furnished on this project. Contractor shall stop work on any incorrect wiring and notify engineer at
once.
' , 2.02 TELEPHONE SYSTEM
A. Provide a complete system of outlets,conduits,equipment space,cabinets,etc.,for telephone
company use.System shall be as indicated on Drawings and in accordance with all requirements of
' telephone company.
B. All outlets shall be provided with coverplates,per coverplate Specifications.
2.03 EXTT AND EMERGENCY LIGHTING SYSTEM
, A. Provide a complete exit and emergency lighting system as indicated on Drawings.Locate all exit
lights for maximum visibility.Entire system shall comply with Article 700�of NEC.
B. Provide battery powered emergency standby lighting system as indicated.
, PART 3-EXECUTION
3.01 GROUNDING SYSTEM
' A. Ground the entire electrical distribution system,including all raceways,outlets,fixtures,equipment,
etc.,in full accord with NEC.Bond neutral conductors and raceway systems at the main service;then
extend and connect to continuous,metallic underground cold water piping supply system at the point
, where it enters the building.Extension is to be made with copper conductor housed in rigid steel or
PVC conduit where required,both sized per NEC.Connection is to be made to the water pipe with an
approved clamp which will bond both conduit and conductor to the water pipe.Provide grounding
jumpers around the water meter of same size as main service ground.If inetallic pipe is not available,
, or if local inspection authority requires,provide driven ground rod or rods to properly ground the
system per NEC.
B. Provide separate grounding conductor in all raceways.
' C. Provide separate grounding jumper from the grounding screw of all receptacle devices to the metallic
box in which mounted.Jumper may attach to box with a separate grounding screw or clip device.
Jumpers may be eliminated if approved self-grounding devices are used.
D. Provide separate bonding conductor,bare copper,for runs of flexible conduit where required by NEC.
' E. All conductors used for grounding and bonding purposes shall be copper,insulated green,only.
F. Provide a separate grounding jumper for all dielectric unions in fresh water system of same size as
main service ground.
' G. All ground busses used in distribution equipment and panels shall be coppar.
3.02 MECHANICAL EQUIPMENT WIRING SYSTEM
,
16400-1
'
,
' I
SECTION 16900 i
ELECTRICAL COMPLETION �'
, PART 1 -GENERAL
' 1.01 GENERAL
A. The entire electrical system shall be left in first-class workable operating co�ndition and all work shall
be complete.
' PART2-PRODUCTS
2A1 DIltECTORY CARDS
' A. Provide labels and neatly typed directory cards for all panelboards.Directory cards shall indicate the
general area and type of electrical load served by each circuit.
PART 3-EXECUTION
, 3.01 CLEAN UP:Comply with Architectural Sections.
A. Remove all materials,scrap,etc.,relative to the electrical installation and leave the premises in a
' clean,orderly condition.Any costs to Owner for clean-up of the site will be chazged against
Contractor.
B. Clean all electrical equipment and materials of all foreign matter.Clean all light fixtures using only
methods and materials as recommended by Manufacturer.
' 3.02 ACCEPTANCE DEMONSTRATION:Comply with Architectural Section.
A. Upon completion of the work,at a time to be designated by Architect,Contractor shall demonstrate to
, Owner the operation of the entire electrical installation,including any and all special systems
provided under this contract.Provide instruction manuals for all equipment:listed below:
1. Emergency Battery Units.
' 3.03 TEMPORARY WIRING:Comply with Architectural Section.
A. Remove all temporary wiring,outlets,etc.,complete.
' 3.04 DRAWINGS:Comply with Architectural Section.
A. Deliver"As-built"Drawings to Owner.
, END OF SECTION 16900
'
'
'
'
'
16900-1
'
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 #: A03-0026
Job Address: 17 VAIL RD VAIL Status . . . : ISSUED
Location.....: 17 Vail Road Applied. , : 07/02/2003
Parcel No...: 210107107006 Issued. . : 07/28/2003
Project No : ,.1��S_ ��� Expires. .: O1/24/2004
OWNER FIRST BANK OF VAIL 07/02/2003 Phone:
C/O FIRSTBANK HOLDING CO
PO BOX 150097
' LAKEWOOD CO 80215
License:
CONTRACTOR DENVER FIRE ALARM 07/02/2003 Phone: 303-71!�-5089
815 EAST 17TH AVENUE
DENVER, CO
80218
License: 202-5
APPLICANT DENVER FIRE ALARM 07/02/2003 Phone: 303-715-5089
815 EAST 17TH AVENUE
DENVER, CO
80218
License: 202-5
Desciption: fire alarm remodel
Valuation: $7,500.00
****ss*�*�*rs***�*trs*******s*K*s***:*r*r�*r**r**r*r*sr*s*s*****►s*ss FEE SUMMARY **r**sssssss***ts*�s*�**�}s�*�*s*s*t*s+:�*s**►�*►****sr►r:*e*�
Electrical-------> $0.00 Total Calculated Fees--> $79�.50
DRB Fee---------> $0.00 Additional Fees----------> $0.00
lnvestigation----> $281.25 Total Permit Fee--------> $797.50
Will Call--------> $3.00 Payments------------------> $797.50
TOTAL FEES--> $797.50 BALANCE DUE--------> $0.00
�s*«*r*r**ssrs:*rs:*ssss*:�s**stsr*sssssst*t**:sss*a**s*******w**s+*a*■sssas.ssss+ssss+s**s*s**s*sss�ssss:*sss:+rt*s*e.*:s:■*:�■�s+sss:**s.s:s�:*
Approvals:
Item: 05600 FIRE DEPARTMENT
07/28/2003 mvaughan 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 structure according to the towns zoning and subdivision codes,design review
approved,Uniform Building Code and other ordinances of the Town applicable thereto.
REQIJESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN A ANC BY TELEPHONE AT 479;2135 FROM 8:00 AM-5 PM.
SIG URE OWN R CONTRA.CTOR FOR HIMSELF AND OWNEF
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
********************************************************************************************
Statement Number: R030004393 Amount: $797.50 07/28/200303:41 PM
Payment Method: Check Init: DDG
Notation: Denver Fire
Alarm 20140
-----------------------------------------------------------------------------
Permit No: A03-0026 Type: ALARM PERMIT
Parcel No: 210107107006
Site Address: 17 VAIL RD VAIL
Location: 17 Vail Road
Total Fees: $797.50
� This Payment: $797.50 Total ALL Pmts: $797.50
Balance: $0.00
***********+********************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 FIRE ALARM PERMIT FEES 281.25
PF 00100003112300 PLAN CHECK FEES 232.00
PN 00100003153000 INVESTIGATION FEE (FIRE) 281.25
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
------------------------------------------------------------------------------
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL,CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E03-0046
���":5--c.r>7 �
Job Address: 17 VAIL RD VAIL Status . . .. : ISSUED
Location.....: 17 Vail Road Applied . . : 05/09/2003
Parcel No...: 210107107006 Issued . .. : 05/16/2003
Project No : '�j-S(;jC�%�(�, Expires . .: 11/12/2003
CONTR.ACTOR RIVERIA ELECTRIC 05/09/2003 Phone: 328-41:11
PO Box 1417
Gypsum, Colorado
81637
License: 327-E
APPLICANT RIVERIA ELECTRIC 05/09/2003 Phone: 328-41:11
PO Box 1417
Gypsum, Colorado
81637
License: 327-E
OWNER FIRST BANK OF VAIL 05/09/2003 Phone:
C/O FIRSTBANK HOLDING CO
PO BOX 150097
LAKEWOOD CO 80215
License:
Desciption: RENOVATION OF EXISTING NEW PANEL FIXTURES
Valuation: $100,000.00
*�*+r*»�*�»r r r*,�,��,r�r,r+,r,r,r<**+.**�*�<,�����,�,r���,r��,r«�,r+<,��,��x,�,��<,�<,r FEE SUMMARY ,+���,r�«<,r��,r+*+*+*++**x,++,**»***,+***x+,rr*,�**«,r*�,�x*,r+,r r r r+�,r
Electrical---------> $1,7 5�.0 0 Total Calculated Fees--> $1,�6 0.0 0
DRB Fee---------> $0.0 0 AddiHonal Fees---------> $0.0 0
Invesrigation---> $o.o o Total Permit Fee--------> $1,�6 0.o 0
Will Call--------> $3.o o Payments----------------> $i,�6 0.o 0
TOTAL FEES--> $1,7 6 0.0 0 BALANCE DUE-------> $o.o 0
������«�«�<**«...**.,�*,�«����.�..x.�,���.,�,�.,��w,�,���«��..�*�..*�+«*.�.�*+*���...,�.«««������:..�.*..�,�.�.�,�*�.�*,.,�.........,�.,�..<,�,���k,����..��
Approvals:
Item: 06000 ELECTRICAL DEPARTMENT
05/09/2003 DF Action: AP
Item: 05600 FIRE DEPARTMENT
,�*,***.****...****,�***...�,.***.*.**.*.*..****..,,*,,*..*,,**,,*******.****..****,,*.«*�,,,,*.*.***.**„*����*...........*..*<**�„�,,,,*„***„*.,,,«,,,,�„��„�.�
CONDITIONS OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
**�***************�***.**...***,�*,�*�*,��,��*�,��**����.,�,�.,���x..,,�.��x*�,�,��..,«.,,�,,,�����,.<*„�.,�w.���,�<*,�,�*����*****.**********�*,,*************�
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the informatiort 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 structu.re according to the towns zonin�
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 VANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4
PM.
/d�� �/�
IG ATURE OF OWNER OR CO ACT'OR FOR HI F AND OWNEI
********************************************************************************************
TOWN OF VAIL, COLORADO Statement
***************************************************************************�x****************
Statement Number: R030004005 Amount: $1,760.00 05/16/200304:51 PM
Payment Method: Check Init: LC
Notation:
#111016/Riviera Electric
-----------------------------------------------------------------------------
Permit No: E03-0046 Type: ELECTRICAL PERMIT
Parcel No: 210107107006
Site Address: 17 VAIL RD VAIL
Location: 17 Vail Road
Total Fees: $1,760.00
This Payment: $1,760.00 Total ALL Pmts: $1,760.00
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
EP 00100003111400 TEMPORARY POWER PERMITS 1.757.00
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
-----------------------------------------------------------------------------
� ��3 -
-� APQl3CATION Ld. OT g I R UNS3Gi�D / �.l ( �
PO #: � n �ZP(/S1L. --
� ding Permit #: O C70?
E�ectrical Permit #:
,� 970-479-�(Inspections)
I� ?1D�NOF Y� . �r�
T� {�� �L CAL P� C N
75 S. Frontage Rd.
Vail, Calorado� 816b7 ��,
Contact Ea /e Coun A Offrce 970- 8-8640 0�visit www,ea /e-cvun .co fo�Parce!#
Parce! # (Rea�uired if no bldg. permit # is provided above)
Job Name: `J �� � ,/�/ I ]ob Address: r
!� C� , /
Legat DescriPtion Lot: Block: Fiiing: Subdivision:
Owners Name: 51" � Address: � Phone: � _ _
3 7? ��70
Engineer: � � Address:S s 8 w. ��„ S f Phone: 7 °3�O — 2
�----
� Detailed desa-iption of woric: r.e,¢�l�{ , C U�3�F
,4-� � �' ' � °_� -
-
�`- !
Woric Class: New ( ) Addition ( ) Remodel f� Repair( ) Temp Power( ) Other ( )
Woric Type: Interior ( ) Exterior( ) Both f� Does an EHU exist at this la:ation: Yes ( ) No
Type of Bldg.: Singie-famiiy( ) Duplex( ) Multi-famiiy( ) Commeraal Restaurarrt( ) Uther( )
No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building:
Is this permit for a hot tub: Yes O No (�
Does a Fire Alarm Exist: Yes�) No ( ) Does a Fire Sprinkier System Exist: Yes (yj No ( )
COMPLETE S�. ���'T FflR NEdN �UILDS and VALUA7'IONS FOR ALL OTHElRS (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE: EI..ECTRICAL VALUATION;, $ �
C�NTRACTOR INF�RMATION
E3 "cal Contractor: To f Vail Reg. No.: Contact and Phonp.#'s:
� ` � '�'�' _ �
. c Dm �� s�i
Contractor Signature: - o� 3/- 3 SD
***�*+�*�*�,�***��*�**����****�,�:�*****t:�FtDR OF�CE USE ONLY*****�**#*:�+��*��***x���*****�*�*�**�:�
_ „ �
� _ ���.� ,-�
�y �: � _i �i _�.:. : _
� `�`�,:;',� ..... ' �' , .�4;51Af � •s. ..„ x�..��. F �.
�.:._., �, . �� ..i . . : .
::- . i 4�. .�K :
�'�.. �: l'x .. � _ V. -�y` ..L �•up�'� .
u. �- .-.-• . '� .
. ._ . . . ......-� ..::..i- - n-.:.': . t ...:: ..- ._ . ... .... ..
F:/everyone/forms/elecperm
TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-213 5
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL'TIMES
SPRINKLER PERMIT Permit #: F03-0027
�3_c�"�3
Job Address: 17 VAIL RD VAIL Status . . . : ISSUED
Location.....: l 7 Vail Road 1 ST BANK Applied . . : 07/14/2003
Parcel No...: 210107107006 Issued . . : 08/11/2003
Project No : ���3_ ��� Expires . .:
OWNER FIRST BANK OF VAIL 07/14/2003 Phone:
C/O FIRSTBANK HOLDING CO
PO BOX 150097
LAKEWOOD CO 80215
License:
CONTR.ACTOR FIRE DEFENSE INC. 07/14/2003 Phone: (303) 828-4250
PO Box 914
Erie, Colorado
80516
License: 660-5
APPLICANT FIRE DEFENSE INC. 07/14/2003 Phone: (303) 828-4250
PO Box 914
Erie, Colorado
80516
License: 660-5
Desciption: RELOCATE SPRINKLER LINE FOR PARKING AND REPLACE SWITCHES IN
BASEMENT
Valuation: $900.00
**s*s**�*s*s*s*s*s*s*s*ss*s***************************r*******+****** FEE SUMMARY s�***r*s******s*sss***s*s*s*s*sr�t*s*ss****�***►*:**ssr****�
Mechanical---> $0.0 o Restuarant Plan Review--> $0.0 0 Total Calculated Fees---> $3 91.2 5
Plan Check---> $350.00 DRB Fee------------------> $0.00 Additional Fees----------> ($216.25)
Investigation-> $0.00 TOTAL FEES-------------> $391.25 Total Permit Fee---------> $175.00
Will Call---> $3.00 Payments------------------> $175.00
BALANCE DUE---------> $0.00
R####t#t#R###########t##############►#ittt##i#i#######*it###t##t#*i*t�1########4t##t#t##t�ti*#t#t#*########:k#t#####t##4####i#t##�#######�i#t#�*##*
Item: 05100 BUILDING DEPARTMENT
Item: 05600 FIRE DEPARTMENT
08/05/2003 mvaughan Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
r**s*******ss+s+rrtt*ttst****►s**ss*s+s�s**rs*t***t**+**ss*sstts***s*s**�********r�stst*******�*s*ssts****s******st+**srs**�****r**+�***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 HO S 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: R030004460 Amount: $175.00 08/11/200302:34 PM
Payment Method: Check Init: D��G
Notation: Fire Defense
1195
I -----------------------------------------------------------------------------
Permit No: F03-0027 Type: SPRINKLER PERMIT
Parcel No: 210107107006
Site Address: 17 VAIL RD VAIL
Location: 17 Vail Road 1ST BANK
Total Fees: $175.00
This Payment: $175.00 Total ALL Pmts: $175.00
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 SPRINKLER PERMIT FEES 38.25
PF 00100003112300 PLAN CHECK FEES 133.75
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
-------------------------------------------------------------------------�----
I
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMEN'T
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL,TIMES
MECHANICAL PERMIT Permit #: M03-0103
�j�._oa�3
Job Address: 17 VAIL RD VAIL Staius . . . : ISSUED
Location.....: 17 Vail Road Applied . . : 07/03/2003
Parcel No...: 210107107006 Issued . . : 07/08/2003
Project No : �j (-�"�C)3-��`(� Expires . .: 01/04/2004
OWNER FIRST BANK OF VAIL 07/03/2003 Phone:
C/O FIRSTBANK HOLDING CO
PO BOX 150097
LAKEWOOD CO 80215
License:
CONTRACTOR D'AGOSTINO MECHANICAL CONTR.A07/03/2003 Phone: 913-38�4-5170
4440 OLIVER STREET
KANSAS CITY, KS
66106
License: 148-P
APPLICANT D'AGOSTINO MECHANICAL CONTRA07/03/2003 Phone: 913-38�4-5170
4440 OLIVER STREET
KANSAS CITY, KS
66106
License: 148-P
Desciption: RUN GAS PIPING TO 3 FIREPLACES(run lines only)
Valuation: $2,860.00
Fireplace Information: Restricted: Y #of Gas Appliances: 0 #of Gas Logs: 0 #of
Wood Pellet: 0��.�����.*��,��������<**�w....«��.»*���.�����.�*�**��.��.��«��..�*�� FEE SUMMARY �,���,�,�,�<.�.������������«���.�����.�����«�.��,���w��.����.��,�,�
Mechanical---> $60.00 Restuarant Plan Review--> $0.00 Total Calculated Fees--->
$78.00
Plan Check---> $15.0 0 DRB Fee------------------> $o.00 Addirional Fees-----------> $0.0 0
Investigation-> $o.00 TOTAL FEES--------------> $78.00 Total Permit Fee-------->
$78.00
Will Call-----> $3.0 0
Payments-----------------> $7 8.0 0
BALANCE DU13-----> $0.00
..��..�...���*�***�����..�����.,�,�������**<.*�,�:���«�*�**..#,�:�:�:��«***+,.�.�,�«��������*..����.��.��.,�,���»�.�«**..��,�����.*.+,�.�������<*�<.,t���»���..
Item: 05100 BUILDING DEPARTMENT
07/08/2003 DF Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG. ) : COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION
701 OF THE 1997 IMC.
Cond: 23
(BLDG. ) : INSTALLATION MUST CONFORM TO MANTJFACTURES INSTRUCTIONS AND TO CHAPTER
10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC.
Jul 08 03 08: 25p D 'Rgostino Mechanical 720-528-7'820 p. 4
---__.___..
JUL. 8.2003 ��31PM I�N?.450 P.3i3
Cond: 25
(IILDG.) : GAS APPLIANCES SNALL 8E VENTED ACCORnING TO CHAPTER 8 AND 3HALL
T�RMINATE A3 SPECIFZED IN S8C.606 OF TF� 1997 UMC, OR CHAPTS[t 8 �P THE 1997 zMC.
Cond: 29
iBLDG.) : ACCES3 TO HEATINd BQUIPM&NT MUST COMPLY WITH CHAPTER 3 AND SfiC.1017 OF
THE 1997 UMC AND CF;ApTER 3 OF THE 1997 IMC. '
Cond: 31
IBLDQ.} : BOYLERS SHALL SE MOUNTID ON FL�ORS OF NONCOMHUSTIBLE CONST. DNLESS
LISTBD FOR bIOUNTING ON COMHUSTI$LE FLOOR?NG.
Cond: 32
(SLDG. ) : PERMTT,pLANS AND CODE ANALXSIS M[7ST SE QOSTSD IN MBCHANICAL ROOM PRIOR
TO AN INSPECTION REQUFsST.
Cond: 30
(BJ�DG.� : DRAINAf3$ OF M�CHANICAL ROOMS CONTAINING HSATING OR HOT-WATER 3UPPLY
BOILERS BHALL BE EQUIPPED WITH A FLOOR ARAIN PER SFC. 1022 OF THE 1997 [IMC, OR
SECTION 1004.6 OP THE 1997 IMC.
��A fiN�J I L�N�M�M�������MfffNiM�►I��ti�N�R���1�RlIe��R��\M1�fNN����NM���`MAMM�N��M�M�M��M���f�INM�AttiNKf�4l'�rtM
DECLARATIOI�fS
I hereby aticnowlerlge that I have read ti�is appllcation,filted out in fiilt the information required,completed an
accui�ate plor plan,and state tiie.t all the informahon as required is coxrect. I agree to rnmply with the u�ormetion and
plot plan,to comply with all Town ordinances and state laws,and to build dus structure aceordit►g bo the towns zonin�
and sutxlivision codes,desi�review approved,Uniform Building Code and other ordinances of d�e Towti applicaUle
thereto.
RL-QU•Lil'S POF INSi'ECTION SNALL BE MADL•TWENTY- N RS W.4 VAN BY 7L•IFPHONE AT 479-2149 OR Ai OU OFf7CE FltOM 8:00 AM-�
PM. C
�. � T �/ ��/�
SIGNAT OP OWIU�R CON'TRACTOR FOR HIAdSLLP ANA OWNEI
*�*****�**�***�****�***************************�************************�+******************
TOWN OF VAIL, COLORADOCopy Reprinted on 07-08-2003 at 14:06:52 07/08/2003
I Statement
***�x**************************�*************************************************************
Statement Number: R030004282 Amount: $78.00 07/08/200302:06 PM
Payment Method:Credit Crd Init: DF
--------------------------------------------------- Notation---CC MASTERCARD
------------
Permit No: M03-0103 Type: MECHANICAL PERMIT
Parcel No: 210107107006
Site Address: 17 VAIL RD VAIL
Location: 17 Vail Road
Total Fees: $78.00
This Payment: $78.00 Total ALL Pmts: $78.00
Balance: $0.00
**********************************************�*********************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 60.00
PF 00100003112300 PLAN CHECK FEES 15.00
WC 00100003112800 WILL CALL INSPECTION FEE 3.00
-------------------------------------------------------------------------- ---
���l.�l�'`-� .
�- �� �� � � ��
� � �
�
��� _ u�� _ a �-� a�_
��� '
Jul 02 03 08: 48p D 'Rgostino Mechanical 720-5z8-7€320 p. 2
M�Y-04-03 10:59am Fro�-TOWN OF VAII COiMUNITY DEVELOP�EN7 ' AT04T12462 T-611 P.015/O17 F-9a6
� , APPLICATI�N WII.�NOT BE ED IF INCOMPl.EfE 4R UNSI . _=-'/wv1��n I
Prof ect�t: _ s � �,
Bu�idi�g Permit#.
Plumbing Perrnit#•
970-479-Zi49(I�tspectio��)
���yl� ���C�'1 G C11
'T F ER IT L ON
75 S.Front�ge
Vait,coloradc 8 57 �
CO CTOR IN TIO
Plumbing Contra r; Town of Vail Reg.No,: Conbct and Phone #'s:
�`� a �� �- It-1 � - � �om � � ' �� °i'�0 535-�{�a4
E-Mail Addres5;
Gontractor S;grtature:
' COMPLETE VALUA7YON FOR PLUMBZNG PERMIT(Labo�&Materiats�
PIUMBING: � � ,�tp� ���'
Coatact !e CcuA Assessors O�ce at 970-328-8540 or vfsit www. le-rnun .rnm fiprParce!�'
Parce! �# � r� p ,�
)oh Name: Job Address: . � /
�{ � G, �'1�- �� V�.� i ( � Vt i�
Leqa)Dcstrlpdon to� Btodc: Fling: Stibdivlsion:
Owners Name: �` Address- i\►t Phone• -��._�'I-� -��,
Engineer: Address-. Phone: - ,
_r -
Deta�led descripGon of worlc:
, 5 � 3 '�� . C �^��Jc;��-in a, �;� �n �s�
Work Class: New( ) Additi�n( ) Alteration( j Repair.( ) Otl�er
Type cF 6klg.: Singte-famiy( ) Dapfex( )• Mu(ti-family{ ) Gammercia Restaurant( ) Ott�er( )
No.uf 6cisting DwelGng Un�ts in this buitding: No, of Ac�ommodativn Units in this building:
Ls this a oonversion from e wood hurning firep{ace bo ar EPA Phase II dewice? Yes( ) No
tIMJ�I'*itkiaF#*Rtlt!**44�k#1lMiG*RA#'kt�=;'t*��FOR O�FICE USE ONLY***'�"*+•�**��'�*****`**���"�"'"`'`'"`''**
�Other-Fees:.. _. - oats Reoeived: -
�DRB F � � �. _
:: . ... ...
.Planner n-ofh.... .. . ::. .. . � ..��.,�. . ,._,.,,.�. : :� •.
� C�
v�"� C� ( 0 I l�� ��
� 5u�7 � �
��
11VaiNdawl�derlFORM5IPERMIT51Pf.MSPERM.lX3C �� 072bQ002
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMEN'T
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M03-0157 '�G3-06 ?3
Job Address: 17 VAIL RD VAIL Status . . . : ISSUED
Location.....:17 Vail Road Applied . . : 08/29/2003
Parcel No...: 210107107006 Issued . . : 08/29/2003
Project No : �-�-3j 3 � � Expires . .: 02/25/2004
OWNER FIRST BANK OF VAIL 08/29/2003 Phone:
C/O FIRSTBANK HOLDING CO
PO BOX 150097
LAKEWOOD CO 80215
License:
CONTRACTOR D'AGOSTINO MECHANICAL CONTRA08/29/2003 Phone: 913-38�4-5170
4440 OLIVER STREET
KANSAS CITY, KS
66106
License: 148-P
APPLICANT D'AGOSTINO MECHANICAL CONTRA08/29/2003 Phone: 913-38�4-5170
4440 OLIVER STREET
KANSAS CITY, KS
66106
License: 148-P
Desciption: REPALCE DIFUSERS W/NEW IN THE UPPER LEVEL MAIN LEVEL AND
LOWER LEVEL
Valuation: $900.00
Fireplace Information: Restricted: Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0
��,�w������..����������>��..��,��*,�������������������«�����.,��,�,������.� FEE SUMMARY ���*�ww�.�����.��*,��,�<.��.�*��,.���������«<*,�,�,�««�����.��,�
Mechanical---> $20.00RestuarantPlanReview--> $0.0o TotalCalculatedFees---> $z8.6o
Plan Check---> $5.OODRB Fee--------------------> $0.00 Additional Fees---------->
$0.00
Investigation-> $O.00TOTALFEES--------------> $28.00 TotalPermitFee---------> $28.U0
WillCall-----> $3.00 Payments-------------------> $28.00
BALANCE DUE---------> $o.0 0
******M*:t****ikiF:t:F*****fF:F******:F**********�4**iYrYFYF*#******frt#t:F:F:krt*:F****�4***:t*fr�k�FfF%*YFtrt�kkYr*k:t*******trtkrt****'krt%'k%'******RR%%:k*******l�k�kY.-1tkYrftft*******
Item: 05100 BUILDING DEPARTMENT
08/29/2003 DF 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 SEC. 701 OF THE 1997 UMC, OR SECTION
701 OF THE 1997 IMC.
Cond: 23
(BLDG. ) : INSTALLATION MUST CONFORM TO MANIIFACTURES INSTRUCTIONS AND TO CHAPTER
10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC.
Cond: 25
(BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL
TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC.
Cond: 29
(BLDG. ) : ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 OF
THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC.
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 MECHANTCAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG. ) : DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-jnIATER SUPPLY
BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 1022 OF THE 1997 UMC, OR
SECTION 1004 .6 OF THE 1997 IMC.
..�����,�������,���w,�,��������ww,��«�������«.«�����.�,,.�������.<.�.�.�,,,,��.������.��,:���ww**..�**.,*.**,�������,�w»�����������������,���,,,,��,��».��.,,.��*
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 zonin�
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 BY TELE E AT 479-2149 AT OUR OFFICE FROM 8:00 AM-4
PM.
�
��'� �
SIG ATURE OF OWNE R C C�COR FOR HIMSELF AND OWNEI
Rug 29 03 03: 35p D 'Rgostino Mechanical 720-528-7820 p. l
_ V;sy-OA-03 10:59vn From-TOWN OF VAtL tOiJA�UNlTY DEVEtOPl�ENT 8704742452 T-611 P D16/0!T F-8o6
APPLICA7�ON WILI.NOT BE ACCEPTED IF INCOMPLETE OR UN �� � J�(�"!�j
Projed#- v`.•
Building Permit#:
Mechanical Perm�t#:
a 970-479-2149(Inspectio�s}
���F�� TOWN QF VAIL MECHA�CJ_1L PERMTT APPLI TION
75 S.Frontage Rd. Permit will n�t be accept withou I� �
Vail,Colorado 83657
e ! m layou o u
e Dimensio
u n ct Size a Lo a+
V t and Size ocati
('al
a ipmerrt lSpec Sheets
C01v'rRncrOR�+1FORMATION
Mechanical Contractor-. Town af Vail Reg. No.: Contaet dnd�hone#'s:
���'� . ., �(�a ��GhU r�� c.( � U S��- L cv��. �1'7�1-a r v �-C-I v c��
E-Mai ddress:
Contracbo�Signature� ,
� �ti � ;��
COMPLETE VALUATYON FOR MECHANiC�►L PERMiT Labor&Materials
MKHANICAL$ Q ' �'�
Cdntsct Ea /e Ca+ia Assessors OfiFcae at 9J'0 328-8640 or v!s!t ww . a le-coun ,com far Pame!#
Parcel# 1 0 C 7 Ci 7 O D�
Job Name. L� 6 � ]ob Addr+ess: �•-7 �`�t ,!_ �
! I��f G:� � X�f� Gtl� �
Legal�escription Lat: Block: Rlin�g: Subdiv6ion:
own��s Name: �, address: I� V a i 1 r�. Phone: �,�-1 � ' �' �cS
j`�r � �C.v�
Engineer: Address: Phone:
oetai�ed description of work:
� lP,� 1 �v ..� J.��-e. � r �1't,�e�. n�;.�v� �v� 0 v,�E;f i,�( .
Work G�ss: New ( ) Additian( ) AlGeiatfon Repair( ) Other{ }
Bdler Loc.ation: Interior( ) E�derior( ) Other( ) Does an EHU exist at this.location: Yes( ) Plo( )
Type of B�dg: Single-family( ) Duplex( } MukrfamiN( ) Gommeroial� Restauram( ) Other( )
No.of Existing Dweiling UnitS I�#f�s building: No.of ACCOmmaddb�on UnitS in thi5 building:
woJ'i' of Fire laces E�dsd : Gas A tiances 6as L s WooO/Pellet Wood Burnin
No/'Type of Flreplaces Proposed: �as Appilaru�es{ ) Ga6 logs( ) Wood/Peltet( ) Wood Buming(NOT ALLOWED)
Is this a tonversion from a wood buming fireplaoe to an EPA Phase II de�+ice? Yes( } No( )
********************�***pOR OFFICE USE ONLY*******x����*******�********�*
.`Other Fees:� ���., - . ' Plaru�er S'i n-aff: . _ . . .Aae bed B : � . .
� �RB Fees: : , ': :. Date Received: � . :
NVaildamrcdcvU�ORMSU'ERMCTS�MECHPEKM.DOC ��R�2
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 ALI.TIMES
PLUMBING PERMIT Permit #: P03-0053 ���_U�Y�O
�3o3z��3
Job Address: 17 VAIL RD VAIL Status . . . : ISSUED
Location.....: 17 Vail Road Applied. . : 06/10/2003
Parcel No...: 210107107006 Issued . . : 06/11/2003
Project No : ��} 3-ba� �, Expires . .: 12/08/2003
OWNER FIRST BANK OF VAIL 06/10/2003 Phone:
C/O FIRSTBANK HOLDING CO
PO BOX 150097
LAKEWOOD CO 80215
License:
CONTR.ACTOR D'AGOSTINO MECHANICAL CONTRA06/10/2003 Phone: 913-384-5170
4440 OLIVER STREET
K�NSAS CITY, KS
66106
License: 148-P
APPLICANT D'AGOSTINO MECHANICAL CONTRA06/10/2003 Phone: 913-384-5170
4440 OLIVER STREET
KANSAS CITY, KS
66106
License: 148-P
Desciption: DEMO OLD FIXTURES INSTALL NEW FIXTURES. INSTALL 2 NEW SINKS
Valuation: $6,200.00
Fireplace Information: Restricted: ?? #of Gas Appliances: ?? #of Gas Logs: ?? #of
Wood Pallet: ??.�»,������.�.����,�����.���.��x�.,�.,�x�,�.�...����.���*....««�«.��.���,. FEE SUMMARY ....�.«*.**.��*x*x,����w�.ww.,�,�*..,�.......*.�*.�*.�.�����w�
Plumbing---> $105.00 RestuarantPlanReview—> $0.00 TotalCalculatedFees--> $134.25
Plan Check---> $26.25 DRB Fee---_______>> $0.00 Additional Fees-------> $0.00
Investigation-> $0.00 TOTAL FEES-------------> $134.25 Total PermitFee-------> $134.25
Will Call-----> $3.00 Payments-- ----> $134.25
BALANCE DL1E----> $o.o0
����.�����.�.��«����������,��.�.��.*��.*�**��**���+.���*.������«*���.�����.����....,**.+,**«*�*���.��«��.���«*�«,,...���������,.��w..*.........,..
Item: 05100 BUILDING DEPARTMENT
06/10/2003 DF Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
��*��*���.�.��«�����****,*******<**«****��.��*�,�,����.,�,��,��,��,��..�„*,,,,..�<.�,�����,��....<.��««�..k�«��*.****.****..*«*<****.*�„*.***<*,��*.�..«�
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws,and to build this structure according to the towns zonin�
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 WNER OR CONTRAC7COR FOR HIMSELF AND OWNEI
� f
Jun 09 03 05: 44p D 'Rgostino Mechanical 720-5z8-'7820 p• 2
�ay-OB-03 10:59am From-TOWN OF VAII COM�INITY DEVELOPI,�NT AT047A2452 T-6111 P.OIS/017 F-896
APPLICIITION VYILL NQT BE ACCEP'1'ED IF INCiDMPLETE OR UNSI1� ��� C-� �
�� Project�t:_
� Ruildi�g Pern�it#:
P{umbing P�irmit#:
970�479-2t49i(Inspettions)
R
O L ING
s. Ra. .,�
I d 16
CONTRACTOR INFOR
P) r: Town of Vait Reg. N�.: Cof�txt end Phpne #'s: �
� ' � �h l�t�- o� ��� � � s3s- �a
EINei A
Gontractoc i ture: , � ,
.
,
' I� COMPL�TE YALUA'PYON FOR PLLIMBING PERMIT(Lat�or&Ma�eriats)
�
PLUMBING� $ �j ' � �
I
Car,tact Ea /e Coue Ass�sors OAice at 970 328-8640 or visit , e�coun .rn�n Jffr��Parce!#
Parcel# � �O/0� 1 O 0 (o
� Job Name: , � Job Addres5�, � �, . , -
� /(5�-�an� u �
Legal DescripLion Iwt etack: Fding: Su�diWsion:
Owners Name: . Addre.ss: i � � Phone: (, �, - S�P�(O
G
Eng�neer. � A�d �y�t1 � Fk� ��� Phone:3� , "7"f� .'Z?�
ID�taikd description of work:
„ � � ° c� S��1 � �, s
Work CIaSS: New Addition( ) Alteration Repair.( j 4ther( )
Type Qf Bidg.: Sinqle-fam�/t ) Dt�lvc t )• Mul�-famihl( � �� Restawant( � Other( )
No.qf 6cisEirtg Dwdling UNts i�this buiiditig: No.of Aocommodabian Efn�s in this buiiding:
Is this a aonversion from a v�rood burnin9 fuePlaoe to an EPA Phase II device? Yes( ) No( )
wwa,r�►`*#:�**:*�t�fe,�««N�,r�s�te�►�,t*��a��+�*aFOR��ICE USE ONLY��*;+t�'�'��**""�'••`��'�*�*«�+�i�*,ra�,r�rr.r+a�t�x
, 'Other.F.eas:• . :t-r _ ::uate'Receive :
�DRB Fees`..: ��� °x�•=;r AC�:e B � - '
� :Ptanner Si n=ofl`." � • ' ��'��' � �
������
� ��� � q -��C�3
j ,S�V-C�M%
1lveindum{cdarlFORMSIPERMIT51Pl,MBPERM.vOC ���2
B03-0073 : Entries for Item:90 - BLDG-Final 09:49 02/20/2013
Action Comments By Date Unique_
Ke
AP APPROVED W/NOTATION: Art 11/20/2003 A000068
CONTRACTOR IS TO CONTACT CHARLIE 075
DAVIS REGARDING THE ACCESSIBILITY
OF TOILET ROOMS AND SHOWERS.
TOWN OF VAIL APPROVED PLANS WERE
NOT ON SITE FOR REFERENCE
AP RESTROOMS ARE EXISITING ONLY NEW CDAVIS 11/25/2003 A000068
TILE FINISHES ADDED MAY REMAIN AS IS 225
Total Rows:2
Page 1
E03-0046: Entries for Item:190 - ELEC-Final 09:49 02/20/2013
Action Comments By Date Unique_
Ke
APPR final complete-exept vault eg 10/17/2003 A000067
117
APPR final-vault eg 11/14/2003 A000067
927
Total Rows:2
Page 1
P03-0053: Entries for Item:290 - PLMB-Final 09:50 02/20/2013
Action Comments By Date Unique_
Ke
AP JRM 10/20/2003 A000067
162
Total Rows: 1
Page 1