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VAIL CASCADE HOTEL AND CLUB
Alfredo's
GENEML CONSTRUCTION SPECIFICATIONS
General Construction lndex
AML Job #: 93026-1 5 . Julv 21 . 1999 - Paqe 1 of 2
Section 1 Instructions to Bidders / Construction Conkact - Owner Provided (under separate cover)
Section 00700 General Conditions
Section 01000 General Requirements
Section 02'110 Demolition
Section 030'10 Concrete
Section 05500 Miscellaneous Metals
Section 06200 Carpentry
Section 06400 Architectural Woodwork / (FD) Details
Section 08100 Hollow Metal Doors and Frames / Door Schedule
Section 08400 Builders Hardware
Section 08800 Glass and Glazing
Section 09250 Gypsum Drywall
Section 09300 Ceramic Tile
Section 09510 Acoustical Tile
Section 09550 Wood Flooring
Section 09600 Marble and Stonework
Section 09750 Resilient Finishes
Section 09800 Paint
Section09900 Wallcovering I\-l
Section 12200 Caroet
Section 15000 Food Service Equipment - See Consultants Drawings and Specifications (under separate
c0ver)
t\-ll-11
Anderson/Miller, Ltd. 329West 18h Skeet, Suite600 Chicago, lL 60616 (312)226-2500 phone (312)226-2555 fax AMLTD@aol.com e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
GENEML CONSTRUCTION SPECIFICATIONS
General Construction Index
AMLJob#: 93026-15 Ju1v21.1999-Paoe2of2
Section 1 5010 Mechanical/Plumbing - See Consultants Drawings and Specifications (under separate cover)
Section 16010 Electrical Power and Lighting - Also see Consultants Drawings and Specifications (under
separate cover)
Section 17000 Salvage
Section 18000 Fumishing Coordination
Altemate List Altemate #1
ADDrawings ArchitecturalDetails
Arch. Drawings (under separate cover)
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Andemon/Miller, Ltd. 329 West 18h Street, Suite 600 Chicago, lL 60616 (312) 226-2500 phone (312)226-2555 fax AMLTD@aol.com +mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
GENERAL CONSTRUCTION SPECIFICAIIONS
SECTION 00700 - General Conditions
AMLJob#: 93026-'15 Juty21,1999-page1
1. PRINCIPLES AND DEFINITIONS
1.1 DOCUMENTS forming this conhact are the SPECIFICATIONS, including the General Conditions
and the DRAWINGS. The Conkact shall be inclusive of all addenda and modifications incoroo-
rated therein prior to execution of the contract.
1.2 OWNER shall mean the person, firm or corporation named in the specifications, and shall be
deemed to include all duly authorized representatives thereof.
ShirliSensenbrenner (303)799-3830 phone
Destination Hotels and Resorts (303) 799-6011 lax
10333 East DryCreek Road, Suite 450
Englewood, CO 80112
1.3 PURCHASING AGENT shall mean
Pat Kugler (520)455-5499 phone
New Serve, Inc. (520)455-5135 fax
PO Box 69, 69 Pony Trail
Sonoita, AZ 85637
1.4 CONSULTANT/ARCHITECTshallmean
Laurie Miller (312)226-2500 phone
Anderson/Miller, Ltd. (312) 226-2555 fax
329 West 18th Street, Suite 600
Chicago, lllinois 60616
1.5 KITCHEN EQUIPMENT CONSULTANT shall mean
Tim Trujillo (303)221-0b00 phone
Tom Ricca Associates 1520) 455-5,135 fax
6857 South Spruce Street, Suite 200
Englewood, CO 80112
'1.6 MEP CONSULTANT shall mean
Melissa Conchilla (electrical), Jay Watson (mechanical),
Sara Pomrenke (plumbing) (303)623-6200 phone
ABS Consultants, Inc. (303)623-8435 fax
1 123 Auraria Parkway, i1400
Denver, CO 80204
1.7 HOTEL shall mean
Gary Fries, General Manager
Anderson/Miller, Ltd. 329 West 18h Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone 1312) 226-2555lu AMLTD@aot.mm +mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 00700 - General Conditions
AML Job #: 93026-15
Randy Linberg, Chief of Engineering
Vail Cascade Hotel and Club
1300 Westhaven Drive
(970) 476-7111 phone
1.11
Vail, CO 81657
GENEML CONTMCTOR shall mean the person, firm or corporation furnishing labor or material,
or both, to the project.
SUBCONTMCTOR includes any person, flrm, or corporation furnishing labor or material, or both,
to the General Contractor.
WORK as employed herein, includes any matedal, equipment, construction, labor, or service
necessary for the construction prescribed by the Contract Documents.
SIMILAR shall apply in its general sense and not as meaning identical, and all contingent details of
construction shall be worked out in proper relation to their particular location and connection to
other oarts of work.
ADDENDA covering changes, conections, and special interpretations of the drawings and
soecifications. shall become a part of the Contract Documents.
1.13 APPROVED. ACCEPTABLE. 0R SATISFACTORY shall be understood to mean approved by
acceptable lo, or satisfactory to the CONSULTANT. Equal or approved equal items and substitu-
tions thereof shall be considered only prior to time of bid.
1.14 DISCREPANCIES, INCONGRUITIES lt is the responsibility of the General Contractor where
observed disagreement occurs between drawings and specifications, or within either concerning
same in proposal. Thereafter the item or anangement of better quality, greater quantity, or higher
cost shall be included in the bid.
1.15 WRITTEN NOTICE shall be deemed as duly served if delivered in person to the individual, to a
member of the firm, or to an officer of the corporation for whom it is intended, or if delivered at or
sent by registered mail to the last business address of such individual, firm or corporation, known
to him who gives notice.
1.16 "OR EQUAL": Where "orequal" is specified, samples shall be submitted with proposals for
approval by the Consultant.
EXECUTION. CORRELATION AND INTENT OF DOCUMENTS
2.1 The Contract Documents are complementary and what is called for by any one shall be as binding
as if called for by all, it being the intent of the Contract to include all work required to complete the
construction as indicated therein, excepting only that work which is explicitly mentioned or
indicated as omitted from the contact.
3. DMWINGS, SPECIFICATIONS AND INSTRUCTIONS
1.8
1.9
1.10
1.12
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VAIL CASCADE HOTEL AND CLUB
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AN4L Job #: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 00700 - General Conditions
July 21 , 1999 - Page 3
3.1 Unless otherwise provided in the Contract Documents, the Consultanl shall furnish with reasonable
promptness any required additional instructions, by means of drawings and/or specifications
necessary for the proper execution of the work. The work shall be executed in conformi$ therewith
and the Contractor shall do no work without proper drawings an/or inshuctions. All such drawings
shall be consistent with the Contract Documents, true developments thereof and reasonably
inferable therefrom.
3.2 All drawings, specifications and copies thereof, furnished by the CONSULTANT, are the OWNER'S
property. They are not to be used on other work, and with the exception of the signed Contract
set, are to be returned to the CONSULTANT at the completion of the work.
4. GENERAL CONTRACTOR'S RESPONSIBILITY
4.1 The General Conlractor shall verify at the structure or site all measurements indicated on the
drawings and shall establish correctness of all lines, levels, and positions for all parts of his work.
The General Conhactor shall be responsible for all work done under his contract, including faulty or
improper work of subcontractors and others under him by contract or othenivise. The General
Contractor shall be responsible for the conduct ofthis employees and agents on the site and shall
maintain good order on the premises where work on the project is canied on.
The General Contractor shall diligently execule the work and give his personal attention and
supervision to same until comoleted. When absent from the work, he shall leave a competent
person in charge who shall be authorized to act for him. Any foreman in charge of any workman
working alone on the work, shall be deemed a representative of the General Contractor, giving and
carrying out instructions related thereto.
It is not incumbent upon the Owner and/or his agent to notify the General Contractor to attend to or
have in readiness such work or material as operations may require, it being deemed that the
General Contractor shall be responsible for all delays caused by neglect on his part or those under
him by contract or otherurise.
The Owner reserves the right to employ other contractors for work in connection with this project.
The General Contractor shall afford other contractors access to areas in which he is working and
reasonable opportunity to carry out their work so that progress of construction will not be delayed.
Where General Contractor unnecessarily cuts, damages, or removes work of other contractors, or
through negligence fails to notify others regarding space requirements for his work, or gives
incorrect information or dimensions regarding same, said General Conkactor shall be fully respon-
sible for conecting, at his own expense, any damaged or inconect work caused by his acts or
0mtsstons.
In all cases where a General Contractor causes or is alleged to have caused damages to any other
contractor, the General Contractor shall settle all claims against him. lf any contractor sues the
Owner for damages alleged to have been sustained because ofthe General Contractor's work,
General Contractor shall defend such proceedings, satisfy any judgement awarded and pay all
expenses arising because of such action.
4.2
4.3
4.4
AE
4.O
Anderson/Miller, Ltd. 329 West 18th Street, Suite 600 Chicago, lL 60616 (312) 226'2500 phone (312) 226-2555 fax AMLTD@aol,mm e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 00700 - General Conditions
July 21, 1999 - Paqe 4
5. SUBCONTMCTORS
5.1 The name and address of all subcontractors shall be furnished to the PURCHASING AGENT and
the CONSULTANT / DESIGNER. The PURCHASING AGENT must approve the selection of the
subcontractors. lf in their judgment any subconkactor fails to execute the work in strict accordance
with the drawings or the General Contractor, after due notice from the Owner or his agent, the
PURCHASING AGENT shall discharge the subcontractor at fault. This shall in no way release the
General Contractor from his obligations and responsibilities under the Contract.
5.2 Every subconhactor shall be bound by the terms and provisions of the contract documents so far
as applicable to his work. Nothing contained herein shall create any contractual relation between
any subconhactor and the Owner.
5.3 The General Contractor shall be fully responsible to the Owner for the acts and omissions of his
Subcontractors.
6. PERMITS AND CERTIFICATES
6.'l The General Contractor shall give all notices required by law and comply with all laws, ordinances
andregulationsbearingontheconductoftheworkasdrawnandspecified. TheGeneral
Contractor shall obtain any permits required by the City, State or governing body and shall pay all
fees required. Any work upon which an inspection ce(ificate by local authorities, National Fire
Protection Association, and/or governing body is reguired, such inspection certificate or certificates
shall be obtained by the General Contractor and shall be paid for by him.
7. LAWS AND ORDINANCES
7.1 All work and materials shall complywith the 1997 edition of the Universal Building Code, Electric
Code, Plumbing Code, all currents modifications, and with all otherapplicable local, State and
Federal laws, Municipal ordinances, regulations and directions of Inspectors appointed by proper
authorities having iurisdiction. In the event thatthe conditions of the specifications violate the
Code of any industry, such Code conditions shall prevail; the General Contractor shall so state in
his bid where the code is at variance with these specifications. Electrical units shall be U.L.
labeled.
8. ACCESS. AUTHORITY AND STOPPAGE
8.1 Representatives of the Owner and/or his agent shall have access at all times during the progress
of the work to any place where the work is being performed, and the General Contractorshall
provide sufficient and proper facilities for the inspection of the work or materials.
8.2 The aforementioned representatives shall have the rightto inspect all materials and work, and to
reject same if in their judgment they are not in conformity with the drawing and specifications. All
rejected work or materials shall be immediately replaced to conform with the drawings and
soecifications.
8.3 The aforementioned representatives shall have the right to order the work of the General
Anderson/Miller, Ltd. 329 West 18h Street, Suite 600 Chicago, lL 60616 ( 312) 226-2500 phone 1312) 226-2555 fax AMLTD@aol.mm +mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
Alt4L Job #: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTI0N 00700 - General Conditions
July 21 , 1999 - Page 5
10.
Contractor or any subcontractor wholly or partially stopped if in their judgment the materials
furnished or the work being done is not in strict accordance with the provisions and specifications,
or until any objectionable person or material is removed from the premises, and shall have the right
to declare the conhact forfeited for nonperformance when not being executed according to the
intent and meaning of the contract, drawings and specifications. Such stoppage, suspension or
forfeiture shall not in any way invalidate any other terms of the conkact and no extra charges shall
be made.
9. CHANGES IN THE WORK
9.1 The Owner and/or his agent may, at any time during the progress of the work, request that
alterations, deviations, additions, or omissions be made to or from the work as indicated and
specified. Suchchangesshall bemadeonlyinpursuanceofthewritteninstructionsoftheOwner
or his agent and shall in no way effect the related contract, either as to time for complelion,
contract price, or work to be done, except as expressly stated in such authorization. No changes
shall be made, nor will bills for changes, alterations, modifications, deviations, and exka orders be
recognized or paid for, except upon the written order from the Owner and/or his agent. No
overtime shall be allowed, except upon the written order of the Owner. No changes in construction
from that as detailed and specified hereinafter may be used, unless upon written consent and
approval of the Owner or his agent for such substitutes.
9.2 Authorized changes shall be by written Change Order by the Consultants (after Contract is let).
Prior to contract being let, changes shall be by Addendum only.
ERRORS. AMBIGUITIES AND OMISSIONS
10.1 Any enors, ambiguities or omissions in drawings and specifications shall be reported to the Owner
and/or his agent for conection before any part of the work involved is started. Unless otherwise
expressly stipulated, no additional allowances will be made in the General Contracto/s favor
.because of enors, ambiguities and/or omissions which should reasonably have been discovered by
him during the preparation of bid estimate and directed to the attention of the Owner and/or his
agent in a timely manner. The written decision of the Owner and/or his agent will be final.
PUBLIC LIABILITY, CASUALTY AND WORKMEN'S COMPENSATION INSURANCE, ETC.
11.1 The General Contractor shall, at his own cost and expense, procure and maintain public liability
and casualty insurance in an amount satisfactory to the Owner in order to protect himself and the
Owner from personal injury, including death, which may arise from operations under this contract,
whether such operations be by himself or by any subcontractor or anyone directly or indirectly
employed.
11.2 The General Contractor shall, at his own cost and expense, procure and maintain adequate
workmen's compensation insurance in an amount satisfactory to the Owner and sufficient to protect
him and his subcontractors and the Owner from any claims under the Workmen's Compensation
Law, it being expressly understood and agreed that all persons employed directly or indirectly in
connection with said work by the Contractor or any of his subcontractors will be considered to be
the employees of such General Contractor or subcontractors and not the employees of the Owner.
11.
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VAIL CASCADE HOTEL AND CLUB
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AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 00700 - General Conditions
July 21 , 1999 - Page 6
Certificates of Public Liability, Casualty and Workmen's Compensation shall be filed with the
Owner if he so requires, and will be subject to his approval both as to amount and adequacy of its
orotection.
The General Contractor shall make all payments in accordance with the unemployment, old age,
and social security provisions of the Federal, State and Municipal governments and all governing
bodies pursuant to law for that purpose made and provided, whether enacted at the time or prior to
the execution of the contract or during the progress of the work hereunder; and shall assume all
liabilities for the comoliance of the reouirements thereof.
1'1.5 The General Conhactor shall assume all liabilities for injuries to or loss of any of the Owner's
property, or the property of any other contractor which may be employed by the Owner of said
premises or to any adjoining property or the property of any third person which may be caused dir-
ectly or indirectly by the General Contractor, his subcontractors and by the employees of each of
them and shall at his own cost and expense indemnify the Owner for and make good any such
damage, loss or theft. The liability of the General Conkactor under this covenant is absolute and is
not dependenl upon the question of negligence on his, his subcontractors or their employees, and
the failure of the Owner to direct the General Contractor to take any particular caution or refrain
from doing any particular act, will not excuse the General Conhactor in any case of such damage.
12. FIRE INSURANCE
12.1 The General Contractor shall be solely liable for all materials stored in and about the building, and
for the work material installed, but not yet approved by the Owner and/or his agent and for which
payment has not been made or approved, and shall carry adequate fire insurance in amount
satisfactory to Owner covering the same.
13. PATENT ROYALTIES. FEES AND LICENSES
13.1 TheGeneral Contractorshall payall royaltiesandlicensefees. All patentroyalties,feesand
licenses make necessary by the use of patented methods of construction, appliances, equipment
or devices in the work shall be paid by the General Contractor, and shall defend, indemnify, and
hold harmless the Owner against any and all claims of those holding or claiming the hold lefters,
patents covering features of construction, appliances, equipment or devices, so used. Nopatentor
patent pending article, method or device which required the payment of any license fee or royal$
in addition to the purchase price shall be used in the work of the General Contractor without the
prior approval of the Owner and/or his agent.
14. SIGNS
14.1 No signs or nameplates of any type shall be allowed to be displayed on any part of this work or on
or about the Owner's premises unless so authorized in wdting by the Owner and/or his agent.
15. CUTTING AND FITTING
15.'l The General Contractor shall cooperate with other Contractors in fitting his work to their work. Any
11.3
11.4
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 00700 - General Conditions
July 21 , 1999 - Page 7
cutting in fixtures required by other contractors shall be borne by the General Contractor.
16. PLASTER PATCHING
16.1 The General Contractor shall be liable and responsible for any plaster patching required by reason
of his work, and as caused by the negligence of his employees. Patches of any kind so required,
will be repaired and charged to him. This General Contractor is hereby cautioned to take the
necessary precautions to protect the plaster work coming in contact with his equipment.
17. CLEARWAY
17.1 Rubbish and debris resulting from work of the General Contractor shall be cleared away from time
to time and the site maintained in a reasonably clean and orderly condition at all times. Upon
completion of his work, all tools, appliances, equipment and surplus material shall be removed
from the premises and unless otheruise directed, the finished work left in a neat, clean and
serviceable condition acceptable to the Owner and /or his agent.
18. TMDE UNIONS
All work to be performed in connection with this contract shall be done by workmen or firms whose
employees are not objectionable in any way to the various trade unions in the construction of the
premises. The General Contractor shall be wholly responsible for all trade union relations and lhe
Owner shall not be liable in any way through delays or claims arising through such causes. lt is
the responsibility of the General Contractor to meet all local union conditions.
19. GUAMNTEES AND BONDS
All furnishings, fixtures and equipment furnished by the General Contractor shall be guaranteed
against defects in workmanship and material. Repairs of such defects during the first year after
final completion and acceptance of the installation will be made by the General Conhactor at his
own cost and expense and without charge to the Owner. All such repairs and replacements shall
be made at a time and at hours satisfactory to the Owner.
The General Contractor shall be required if the Owner and or his Agent requests, t0 obtain a
Performance and Pavment Bond for the amount of the Contract.
20. COORDINATION AND COOPEMTION
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Alfredo's
AML Job #: 93026-15
20.2
18.1
1 9.1
19.2
20.1 The General Contractor shall coordinate his work and the work of his subcontractors with any other
contractor's work in a manner as to avoid delays, misunderstandings and disagreements. He shall
actively cooperate with others engaged on this project and arrange and execute his work and the
work of his subcontractors in such a manner and at such times as will cause the least possible
interruption in, or obstructions to the work of others.
The General Contractor shall advise all other contractors as to features ofconstruction required in
his work to receive, engage, support or othenrvise interface with the various parts of their particular
work, and of all easements and tolerances required to properly execute same.
Anderson/Miller, Ltd. 329 West 18h Street, Suite 600 Chicago, lL 60616 (312) 22&2500 phone 1312]1226-2555 tax AMLTD@aol.com e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AML Job #: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 00700 - General Conditions
21 , 1999 -
20.3 Before starting work the General Conkactor shall examine such work of others as may affect work
under his charge, and report in writing to the consultant all conditions deviating trom itre
requirements of the drawings and specifications, faulty or improper work, and ;ll other conditions
arising from said work of others whereby his work may be impaired. He shall otherwise assure
himself that all conditions are, or will be, such as will permit proper execution of his work.
The act of starting any specific operation will be deemed as evidencing acceptance by the General
Contractor of all related existing conditions or work of other contractori as being satisfactory for
successful and proper execution of his work.
20.4
21. EXECUTION OF WORK
21.2
21.1 It is the intent of the Owner/Consultant that the workmanship and materials and methods useo ro
perform and execute the work be of the best practices and the finest quality. The conkactor is
expected to comply with the spirit, as well as to the letter with which the specifications are written.
Unless othenivise stipulated, the General Contractor shall provide and pay for all materials, labor,
tools, equipment, transportation and other facilities necessary for the exetution and complerion of
the work. The General contractor shall furnish and provide t-he following: Temporary power and
light as may be required facilitate the installation of the equipment; reasonable op.nlng, ano
storage space to permit convenient delivery of the equipment. The General Contractoishall check
conditions at the building, particularly openings and passages to insure access of equipment and
materials. Any such items that are too bulky for existing facilities are to be hoisted and'/or
otheruvise handled with proper apparatus to be paid for by General contractor.
21.3 lt is the responsibility of the General Contractor to coordinate delivery and anange protected
storageofmaterials,equipmentandfixturesassocialedwithhisworli priortoinsiallation. The
schedule for this efforl shall be prepared by the General Conkactor and submitted to the Con-
sultantforapproval. Thisscheduleshall notconflictwithothercontractor'sworknorcreate
circumstances for merchandise to be damaged.
21.4 Damaged work, equipment, or fixtures due to inadequate protection, or untimely installation shall
be removed and repraced by the Generar contractor at no cost to the owner.
t r r !r r * r * * * END OF SECTION 00700 *. t t I fi r r *
Anderson/Miller, Ltd 329 west 18'h Street, Suite 600 Chicago, lL 60616 (3i2) 226-2500 phone (3121226-21ss tax AMLTD@aol.com e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 01000 - General Requirements
July 21, 1999 - Page 1
1. PROJECTCOORDINATION
1.1 General
a. Coordinate the Work; do not delegate responsibility for coordination to any subconhactor.
b. Anticipate the interrelationship of all subcontractors and their relationship with the total
work,
c. Resolve differences or disputes between subcontractors and materials suppliers concerning
coordination, interference, or extent of Work between SECTIONS. The Contractor's
decisions. lf consistent with the Contract Document requirements, shall be final.
d. Coordinate the work of subcontractors and material suppliers, so that their Work is
performed in a manner to minimize interference with, and to facilitate the progress.
e. Be responsible for seeing that anchorage, blocking, joining, and other detailing are provided
as reouired.
f. Do not obstruct spaces required by Code in front ofelectrical equipment, access doors, etc.
S. Do not cover any piping, wiring, duct, etc., until properly inspected and approved and until
proper certificates have been issued.
h. Remove and replace any and all Work under any SECTION, which is not in accordance with
the Contract Documents with other materials, and Work which is in conformance with the
Contract Documents. Repair or replace all other Work damaged by these operations at no
increase in Contact Price.
1.2 Electrical and Mechanical Coordination
a. Work out all "tight" conditions involving Work of various SECTIONS in advance of
installation. lf necessary, and before Work proceeds in these areas, prepare supplemen-
tary Drawings for review showing all Work in "tight" areas. Provide supplementary
Drawings and additional Work necessary to overcome "tight" conditions, at no increase in
Contract Price.
2. SUBMITTALS
2.1 Requirements include:
a. Submit shop drawings, product data and samples required by Specifications Sections.
b. Submit progress reports.
2.2 Related Requirements
a. General Conditions
b. Manufacturers Instructions: Where any item of work is required by Contract Documents to
be furnished, installed or performed in accordance with a specified product manufacture/s
instructions, the Contractor shall procure and dishibute the necessary copies of such in-
structions to Owner, Designer and all other concerned parties and shall furnish, install or
oerform the Work in strict accordance therewith.
Anderson/Miller, Ltd. 329 West 18'h Street, Suite 600 Chicago, lL 60616 (312) 226-2500 phone (312) 226-2555 tax AMLTD@aol,mm smail
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AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 01000 - General Requirements
July 21, 1999 - Page 2
2.3 Shop Drawings
a. lnformation required on shop drawings shall be presented in a clear and thorough manner.(1) Details shall be identified by reference to drawing and detail, schedule, or room
numbers shown on Drawings and Specifications,
2.4 Product Data
a. Preparation (1) Clearly mark each copy to identify pertinent products of models.
(2) Shop performance characteristics and capacities.(3) Show dimensions and clearances required.
b. Manufacture/s standard schematic drawings and diagrams (1) Modify drawings and diagrams to delete information that is not applicable to the
Work.
(2) Supplement standard information to provide information specifically applicable to
the Work.
2.5 Samples
a. Office samples shall be of sufficient size and quality to clearly illustrate:(1) Functional characteristics ofthe product, with integrally related parts and attach-
ment devices.
(2) Full range ofcolor, texture, and pattern.
b Field Samples and Mock Ups
(1) Conhactor shall erect mock-ups at the Project Site, at a location acceptable to the
Project Manager.
(2) Size of Area: Specified in the respective Specification Section.(3) Fabricate each sample and mock-up complete and finished.
2.6 Contractor Responsibilities
a. Review shop drawings, product data, and samples prior to submissions.
b. Determine and verify:
(1) Field measurements
(2\ Field construction criteria (3) Catalog numbers and similar data
(4) ConformancewithSpecifications
c. Coordinate each submittal with requirements of the Work and of the Drawings and
Specifications
d. Notify the ArchitecVDesigner in writing, at time of submission, of any deviations in the
submittals from requirements of the Drawings and Specifications.
e. Begin no fabrication of work that requires submiftals until return of submittals with Ar-
chitecUDesigner's approval.
Anderson//'liller, Ltd. 329 West 18s Street, Suite 600 Chicago, lL 60616 (312) 226-2500 phone (3121226-2555 fax AMLTD@aol.com smail
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AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 01000 - General Requirements
July 21, 1999 - Page 3
2.7 Submission Requirements
a. Make submittals promptly in accordance with approved schedule, and in such sequence as
to cause no delay in the Work or in the work of any other contractor.
b. Number of Submittals Required:
(1) Shop Drawings: Submit one reproducible transparency (which will be returned for
reproduction and distribution by the Contractor) and two opaque reproductions
(which will be used for checking and will not be returned).(2) Product Data: Submit the number of copies that the Contractor requires, plus two
which will be retained by the designer.
(3) Samples: Submit the number stated in each Specification Section.
c. Submittals shall contain:(1) The date of submission and the dates of any previous submissions.
(2) The prqect title and number.(3) Contractidentification
(4) The names of:(a) Contractor
(b) Supplier (c) Manufacturer (5) ldentification of the product, with the Specification Section number.
(6) Field dimensions, clearly identified as such.
(7) Relation to adjacent or critical features of the Work or materials.(8) Applicable standards, such as ASTM or Federal Specification Numbers.
(9) ldentification of deviations from Drawings and Specifications.
(10) ldentification of revisions on re-submittals.
(1 1) Contractor's stamp, initiated or signed, certifying to review of submittal, verification
of products, field measurements and field construction cilteria, and coordination of
the information within the submittal with requirements of the Work and of the
Drawings and Specifications.
2.8 Resubmission Requirements
a. Make any conections or changes in the submittals required, and resubmit until approved.
b. Shop Drawings and Product Data
(1) Revise initial drawings or data, and resubmit as specified for the initial submittal.(2) lndicate any changes that have been made other than those requested.
(3) Samplesl Submit new samples as required for initial submittal.
2.9 Distribution
a. Reproduce and distribute copies of shop drawings and copies of product data to:(1) Other affected contractors (2) Subcontractors
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GENEML CONSTRUCTION SPECIFICATIONS
SECTION 01000 - General Requirements
July 21 , 1999 - Page 4
(3) Supplier or fabricator b. Distribute samoles as directed.
3. MATERIALS AND EQUIPMENT 3.'l Products
a. Products include material, equipment and systems.b. Comply with Specifications and referenced standards as minimum requirements.
(1) Products shall be suitable for service conditions.(2) Required equipment capacities, sizes and dimensions shall be adhered to, unless
variations are specifically approved in writing.(3) Do not use material or equipment for any purpose other than for which it is
designed or specified.
c. Components required to be supplied in quantity within a Specification section shall be the
same, and shall be interchangeable.d. Do not use material or equipment removed from existing structure, except as specifically re-
quired, or allowed by Contract Documents.
(1) Where items are indicated to be reused, use special care in removal, handling,
storage and reinstallation, to assure proper function in completed Work.
3.2 Workmanshio
a. Comply with industry standards except when more restrictive tolerances or requirements
indicate more rigid standards or precise workmanship.b. Perform work by persons qualified to produce workmanship of specified quality.
.c. Secure products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, and racking.
3.3 Manufacturers'lnstructions
a. When work is specifled to comply with manufacturers' instructions, submit copies as
specified in ltem 2.0 Submittals, dishibute copiesto persons involved, and maintain one set
in field office.b. Perform work in accordance with details of instructions and specified requirements. Should
a conflict exist between Specifications and instructions, consult with ArchitecVDesigner.(1) Do not proceed with work without clear instructions.
3.4 Transportation And Handling a. Anange deliveries in accordance with Construction Progress Schedule; coordinate
deliveries to avoid conflict with work and site conditions.b. Transport products by methods to avoid product damage, deliver in undamaged condition in
manufacturer's unopened containers or packaging bearing manufacturer's name, brand and
trademark, or other designation such as grade or type specified.
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 01000 - General Requirements
July 2'1 , 1999 - Page 5
c. Provide equipment and personnel to handle products by methods to prevent soiling or
0amage.
d. Promptly inspect shipments to assure that products comply with requirements, quantities
are correct, and products are undamaged.
3.5 Storage And Protection
a. Store products in accordance with manufactureds instructions, with seals and labels intact
and legible. Store sensitive products in weather-tight enclosures; maintain within tempera-
ture and humidity ranges required by manufacturer's instructions.
b. For exterior storage offabricated products, place on sloped supports above ground. Cover
products subject to deterioration with impervious sheet covering; provide ventilation to avoid
condensation
c. Arrange storage to provide access for inspection. Periodically inspect to assure products
are undamaged and are maintained under required conditions.
d. After installation, provide coverings to protect products from damage from traffic and
construction operations, remove when no longer needed.
3.6 Trade Materials And Standards
a. Various specification sections list trade manuals and standards which govern quality and
workmanship adopted as criteria by trades involved.
b. A copy of each listed manual or standard will be made available for reference, or informa-
tion will be furnished regarding how copies of manuals and standards may be obtained.
(1) Submit written request for each manual and standard, indicating specification
section reference.
4. SUBSTITUTIONS AND PRODUCT OPTION
4.1 Products List
a. Submit five copies of complete list of major products that are proposed for installation.
b. Tabulate products by specification section number and title.
c. For products specified only by reference standards, list for each such product:(1) Name and address of manufacturer (2) Trade name
(3) Model or catalog designation (4) Manufacturer's data:(a) Referencestandards
(b) Performance test data
4.2 Gontracto/s Options
a. For products specified only by reference standard, select product meeting that standard, by
any manufacturer.
b. For products specified by naming several product or manufacturers, select any one of
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GENEML CONSTRUCTION SPECIFICATIONS
SECTION 01000 - General Requirements
July 21 , 1999 - Page 6
products and manufacturers named which complies with Specifications.c. For products specified by naming one or more products or manufacturers, submit a request
as for substitutions, for any product or manufacturer that is not specifically named.
4.3 Substitutions
a. Purchasing Agent or assigned Architect\Designer, within a period of 35 calendar days, after
of contract, will consider formal requests frorn the Conhactor for substitutions of products in
place of those specified.(1) Complete data substantiating compliance of proposed substitution with require-
ments stated in Contract Documents:(a) Product identification, including manufacture/s name and address.(b) ManufactureCs literature to identify:(i) Products description (ii) Reference standards (iii) Performance and test data (c) Samples, as applicable.(d) Name and address of similar projects on which product has been used, and
data of each installation.(2\ ltemized comparison of the proposed substitution with product specified; list signif-
icant variations.(3) Data relating to changes in construction schedule.(4) Any effect of substitution on separate contracts.(5) List of changes required on other work or products.(6) Accurate cost data comparing proposed substitution with product specified.(7) Designation of required license fees or royalties.(8) Designation of availability of maintenance services, sources of replacement
materials.b. Substitutions will not be considered for acceptance when:(1) They are indicated or implied on shop drawings or product data submittals without a
formal request from Contractor.(2) They are requested directly by a subcontractor supplier.(3) Acceptance will require substantial revision of Contract Documents.(4) Insufficient information is submitted.c. Substitute products shall not be ordered or installed without prior written approval and
acceptance of Purchasing Agent or assigned ArchitecUDesigner.
d. Purchasing Agent or assigned ArchitecUDesigner will determine acceptabili$ of proposed
substitutions and reserves the right to reject proposals due to insufficient information.
4.4 Contracto/sRepresentation a. In making formal request for substitution, Contractor represents that:(1) He has investigated proposed product and has determined that it is equal to or
superior in all respects to that specified.(2) He will provide same wananties for substitution as for product specified.(3) He will coordinate installation of accepted substitution into the Work and will make
such changes as may be required for the Work to be complete in all respects.
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GENEML CONSTRUCTION SPECIFICATIONS
SECTION 01000 - General Requirements
July 21 , 1999 - Page 7
(4) He waives claims for additional costs caused by substitution which may subse-
quently become apparent.(5) The Contractor shall be responsible for the effect of any substitution upon related
Work in the Project, and shall include the Contract Price all additional costs
generated by any substitutions, including the cost of the Designe/s additional
services thereby made necessary.4.5 ArchitecUDesigners a. Review Contracto/s requests for substitutions with reasonable promptness.b. Notify Contractor, in writing, of ArchitecVDesigne/s decision to accept or reject requested
substitution.
5. CLEANING 5.1 Reouirements Include a. Execute cleaning during progress of the Work and at completion of the Work as required by
General Conditions.
5.2 Related Requirements
a. Cleaning for Specified Products or Work: See each Specification Section.
5.3 Disposal Requirement
a. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations,
and antioollution laws.
5.4 Materials
a. Use only those cleaning materials that will not create hazards to health or property and will
not damage surfaces.
b. Use only those cleaning materials and methods recommended by manufacturer of the
surface material to be cleaned.
c. Use cleaning materials only on surfaces recommended by cleaning material manufacturer.
5.5 During Conskuction
a. Execute periodic cleaning to keep the Work, the site, and adjacent properties free from
accumulation if waste materials, rubbish, and windblown debris resulting from construction
operations.
b. Provide on-site containers for the collection of waste materials, debris and rubbish.
c. Remove waste materials, debris, and rubbish from the site periodically, and dispose of at
legal areas away from the site.
d. Dispose of waste materials, debris and rubbish at legal dumping areas off City property.
e. Remove and dispose of pile cutoffs.
5.6 Dust Control
a. Wet down dry material and rubbish so as to prevent blowing dust during entire construction
period, including non-working hours and weekends.
b. Clean interior space prior to the start of finish painting, and continue cleaning on as-needed
basis until painting is finished.
5.7 Final Cleaning
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 01000 - General Requirements
July 21 , 1999 - Page 8
a. Employ skilled workmen for final cleanlng.b. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and otherforeign
materials from sight exposed surfaces.c. Wash and shine glazing and minors.d. Polish glossy surfaces to a clear shine.e. Prior to final completion, Contractor shall conduct an inspection of sight-exposed interior
and exterior surfaces and all work areas to verifu that the entire Work is clean.
6. WARRANTIESAND BONDS
6.1 All furnishings, fixtures and equipment furnished by the General Contractor should be guaranteed
against defects in workmanship and materials. Repairs of such defects during the first year after
final completion and acceptance of the installation will be made by the General Contractor at his
own cost and expense and without charge to the Owner. All such repairs and replacements shall
be made at a time and at hours satisfactory to the Owner.
The Contractor shall not be held responsible for defects due to misuse, negligence, willful damage,
improper maintenance, or accident caused by Others, or shall he be responsible for defective parts
whose replacement is necessitated by failure of the Owne/s maintenance forces to properly clean
and service them, provided the Contractor has furnished complete operating and maintenance
instructions to the Owner.
In addition to other requirements specified herein:
Compile specified service and maintenance conhact.
Co-execute submittals when so specified.
Review submittals to verify compliance with Contract Documents.
Submit to Purchasing Agent for review and transmiftal to the Owner.
Submittal Reouirements
a. Assemble guarantees, bonds and service and maintenance contracts, executed by each of
the respective manufacturers, suppliers, and subcontractors.
b. Number of original signed copies required: Two (2) each.
c. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for
each item, including:(1) Product or Work item.(2\ Firm name, name of principal, address and telephone number.(3) Scope.(4) Date of beginning of guarantee, bond or service and maintenance contract.
(5) Duration of guarantee, bond or service and maintenance contract.(6) Provide information for Owner's personnel:
(a) Proper procedure in case offailure,
(b) Circumstances which might after the validity of guarantee or bond.
(7) Contracto/s name, name of responsible principal, address and telephone number.
Time Of Submiftals
Within ten (10) days after date of substantial completion, prior to final request for payment.
For items of Work, where acceptance is delayed materially beyond the date of substantial
completion, provide updated submittal within ten (10) days after acceptance, listing the date
o.z
6.3
o.4
a.
0.
c.
d.
d.
b.
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 01000 - General Requirements
July 21, '1999 - Page 9
of acceptance as the start of the guarantee period.
6.6 Submittals Required a. Submit guarantees, bonds, service and maintenance contracts specified in the individual
Sections.
r i t tr * ***'r END oF sEcTloN 01000 * r ** i * * * * *
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 021 10 - Demolition
July 21 , '1999 - Page 1
1. SCOPEOFWORK
1.1 Related Documents
a. Work of this section is subject to requirements, both legal-contractual and procedural, of the
Supplementary General Conditions.
1.2 Descriotion Of Work
a. Perform all work of a demolition nature that may be required or necessary to a full and
complete execution of the Work, whether or not shown or specified. Exact extent of
demolition may not be fully indicated by the Drawings. Determine the nature and extent of
demolition that will be necessary by comparing the Conhact Documents with existing
conditions.
(1) Demolition includes the removal and disposal of demolished materials.(2) The following items shall be removed, cleaned, and fumished to the proper trades
for reinstallation at new locations:
(a) Exit signs (b) Light fixtures (c) Speakers (d) Life/Safety Alarm Devices (e) Selected Kitchen Equipment (Consult Kitchen Equipment Specifications for
additional information)
(3) Except for items to be reused or salvaged, all items to be removed as part of the
work shall become the property of the Contractor and shall be removed from the
site at the Contractor's exoense.
b. Related Work Specified Elsewhere:
(1) Patching ofconcrete and cement, finish, masonry, funing, plaster, paint patching,
painting, and so forth following demolition is part of the work of the respective trade
sections of the specifications.(2) Removal and relocation of items such as piping, plumbing fixtures, water coolers,
and fire hose cabinets: Division 15 Mechanical.(3) Removal and relocation of ductwork and heating ventilating systems: Division 15
Mechanical.(4) Removal and relocation of electrical systems and equipmenl Division 16 Eleckical,
1.3 Submittals
a. Schedule: 0emolition
(1) Submit proposed methods and operations of demolition to the Owner for review
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GENEML CONSTRUCTION SPECIFICATIONS
SECTION 02110 - Demolition
July 21 , 1999 - Page 2
orior to the start of work. Include in the schedule the coordination for shut-off,
capping, and continuation of utility services required. Do not intenupt existing
utilities without at least 24 hours advance notice to Owner.
(2) Provide a detailed sequence of demolition and removal work to ensure the
unintenupted progress of the Owne/s operations. No work shall commence
without prior approval by the Owner except where work will not interfere with the
Owneis operations.
Job Conditions
b.
Existing Conditions
(1) The Drawings indicate existing conditions to the extent possible in examination of
shucture orior to start of demolition work. Report to the Owner and the Architect
any conditions uncovered which require remedial measures, especially where re-
quired to maintain structural stability,
Partial Removal: ltems of salvable value to the Contractor may be removed from the
building as the work progresses. Salvaged items must be transported from the site as they
are removeo.
(1) Storage or sale of removed items on the site will not be permitted.
(2) Owne/s approval must be obtained for removal of salvaged items.
Traffic: Conduct demolition operations and the removal of debris to ensure minimum
interference with roads, streets, walks, conidors, exits, and other adjacent occupied or used
facilities.
(1) Do not close or obskuct skeets, walks, conidors, or other occupied or used facilities
without permission from authorities having jurisdiction.
Protection: Ensure the safe passage of persons around or through the area of demolition.
Conduct operations to prevent injury to ad,iacent existing conshuction, furniture, equipment
and facilities, and persons.
Provide temporary, dust proof partitions dividing demolition and conskuction work from
occupied areas or equipment. Locate partitions to prohibit unauthorized traffic to or through
areas where work is in progress. Anange and construct to provide ample space around
work area and to keep dust and dirt out of non-conshuction areas. Equip partitions with
dustproof doon and secure with locks as approved by Owner.
Provide temporary sealing and weather tight protection for all work exposed by reasons of
the above which would othena/se subject the interior of the building to damage by water or
inclement weather conditions.
Damage: Promptly repair damage caused to adjacent facilities by demolition operations.
1.4
o.
f.
s.
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GENEML CONSTRUCTION SPECIFICATIONS
SECTION 021 10 - Demotition
July 21 , 1999 - Page 3
h. Utility Services: Maintain existing utilities, indicated to remain, keep in service, and protect
against damage during demolition operations.
(1) Do not interupt existing utilities serving occupied or used facilities, except when
authorized in writing by authorities having jurisdiction and by the Owner. Provide
temporary services during interruptions to the exisling utilities, as acceptable to the
governing authorities.
MATERIALS AND METHODS
2.1 Not Applicable.
EXECUTION AND INSTALLATION
3.1 Demolition
a. General:
(1) Perform cutting for removal of items and materials that will interfere with or pe
incongruous with the work of this contract.(2) Cut holes in floors, walls, and ceilings where indicated and/or necessary for the
installation of the new work.(3) All cuts shall be saw cuts to achieve clean edges.(4) Perform demolition in an orderly sequence.(5) Perform noisy cutting or breaking operations during specific hours scheduled with
the Owner.(6) Clean adjacent areas of dust, dirt, and debris caused by demolition operations.
Return adjacent areas to condition existing prior to the start of the work.
Structural Considerations
a. Cutting of structural members will not be permitted unless specifically shown on Drawrngs.
Notify Owner and Architect in writing of any unforeseen conditions. Coordinate demolition
with skuctural requirements.
b. Cutting through structural floors and walls shall be done by means of coring only.
Acoustical Ceiling Panels And Acoustical Ceiling Tile
a. Remove existing ceiling tile and Mechanical grilles and discard.
b. Removeall lightfixturesandexitsigns. Repairandrefinishforinstallationinnewlocation.
Relamp at Owner's expense. See Electrical Drawings for new location.
c. Existing main runners of ceiling grid to remain. Realign remainder of ceiling grid system to
conform to new layout. Patch grid work as required to provide a complete ceiling system.
32
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SECTION 02110 - Demolition
July 21, 1999 - Page 4
Replace all damaged pieces. Repaint existing grid to match new ceiling grid elements.
3.4 Disposal Of Demolished Materials
a. General: At frequent intervals, remove from the site debris, rubbish, and other materials
resulting from demolition operations.
b. Removal:
(1) Dispose of debris off the site.
* * * * r END OF SECTION 02110 * * * * *
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 03010 - Concrete
July 21 , 1999 - Page 1
1. SCOPEOFWORK
1.1 The General Contractor, in accordance with the specifications, SECTION 00700 - GENEML
CONDITIONS, shall furnish the necessary labor and materials to provide the required quantity of
Concrete work as shown on the drawings and specified herein.
1.2 The extent of concrete work shall include but is not limited to the following:
a. Provide all concrete, concrete form work, etc. as required to install the new concrete slab
infill where curbings have been removed from beneath the kitchen equipment. See MEP
and Kitchen Equipment drawings and specifications for complete information and
coordination of penetrations through existing slabs and repair of concrete.
' r * * r END SECTIoN 03010 * *', I t
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 05500 - Miscellaneous Metals
July 21 , 1999 - Page 1
1. SCOPEOFWORK
1.1 The General Contractor accordance with the specifications, SECTION 00700 - GENEML
CONDITIONS, shall furnish the necessary labor and materials to provide the number and type of
Miscellaneous Metal as shown on the drawings and otherwise specilied herein.
1.2 The extent of Miscellaneous Metal work shall include but is not limited to the following:
a. Review details and supply all metals as required on drawings and by Scope of Work.
b. Furnish and install new metal thresholds as indicated on drawings.
c. Furnish and install new darkened natural steel supports for the custom sneeze guard.
d. Furnish and install new darkened natural steel rod supports and fasteners for hanging
pillow backs at the free standing owner supplied banquettes.
2. MATERIALSANDMETHODS
2.1 See details for specific Miscellaneous Metal Units. Provide additional units as required by Scope
of Work.
2.2 Metal Surfaces, General: For fabrication of miscellaneous metal work which will be exposed to
view, use only materials which are smooth and free of surface blemishes including pitting, seam
marks, roller marks, rolled trade names and roughness.
2.3 Steel Plates, Shapes, Bars, and Bar-Size Shapes: ASTM436
2.4 Provide all fasteners as required for installation. Fasteners to be compatible with metal sections as
soecified.
3. EXECUTION AND INSTALLATION
3.1 WORKMANSHIP
a. Use materials of size and thickness shown or, if not shown, of required size and thickness
to produce strength and durability in finished product. Use proven details of fabrication and
support. Use type of materials shown or specified for various components of work.
b. Form exposed work true to line and level with accurate angles and surfaces and straight
sharpedges, Easeexposededgestoaradiusofapproximatelyl/32"unlessotherwise
shown. Form bentmetal corners to smallest radius possible without causing grain
separation or othenvise impairing work.
c. Weld corners and seams continuously, complying with AWS recommendations. At exposed
connections, grind exposed welds smooth and flush to match and blend with adjoining
surfaces.
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 05500 - Miscellaneous Metals
July 21, 1999 - Page 2
d. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners
wherever possible. Use exposed fasteners of type shown or, if not shown, Phillips flat-head
(countersunk) screws or bolts.
(1) Provide foranchorage oftype shown, coordinated with supporting structure.
Fabricate and space anchoring devices to provide adequate support for intended
use.(2) Cut, reinforce, drill and tap miscellaneous metal work to receive finish hardware
and similar items.
3.2 Whether or not shown on drawings provide miscellaneous steel framing and supports, which are
not a part of structural steel framework, as required under other sections.
3.3 Equip units with integrally welded anchors for casting into concrete or building into masonry.
Furnish inserts if units must be installed after concrete is placed. Except as othenrvise shown
space anchors 24' o.c. and provide minimum anchor units of 1 114" x 1/4" x 8'steel straps.
3.4 Examine the areas and conditions under which miscellaneous metal items are to be installed and
remedy any conditions dehimental to the proper and timely completion of the work. Do not
proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable
to the installer.
3.5 Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for
securing miscellaneous metal items to in-place construction; including, threaded fasteners for
concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood screws and connectors
as reouired.
3.6 Cutting, Fitting and Placement: Perform cutting, drilling and fitting required for installation of
miscellaneous metal items. Set work accurately in location, alignment and elevation, plumb, level,
true and free of rack, measured from established lines and levels.
3.7 Field Welding: Comply with AMS Code for procedures of manual shielded metal-arc welding
appearance and qualityof welds made and methods used in conecting welding work.
* * * * * END SECTION 05500 * *. * *
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AIL CASCADE HOTELAND CLUB #93026.15 MATERIAL REFERENtrE
PROPERTY--Aflredob FINISHES a,,teat DATE Luty zt, tggg
DESCRIPTION
Location: Sneeze Guard, Decorative Rods
and Fasteners and Fireplace Trim (Altemate #1)
Species: Darkened Natural Steel
Note: See drawings for details,
Submit sample to AML for approval prior to
production.
Mye/s and Company
555 BasaltAvenue, Box 1025
Basalt, CO 81621
(970)927-4761
Atten: Bob Cummerford
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Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 06200 - Carpentry
July 21 , 1999 - Page 1
1. SCOPEOFWORK
1.1 The General Contractor in accordance with the specifications, SECTION 00700 - GENEML
COND|T|ONS, shall furnish the necessary labor and materials to perform the requirements of the
work soecified herein,
1.2 The extent of carpentry work shall include but is not limited to the following:
a. Installation Bath and Miscellaneous Accessories - see soecification Section 10200.
b. lnstall Section 08400 - Builders Hardware.
c. Reinforce wall and provide blocking as required to receive new millwork, handrails, stone,
etc. See Section 06400 Architectural Woodwork.
d. Consult Kitchen Equipment and MEP drawings for additional equipment items requiring
blocking.
e. Furnish and install all architectural specialty items as noted on drawings and specified
nereln.
2. MATERIALSANDMETHODS
2.1 Provide the necessary wood blocking, grounds, nailers, etc., necessary for installation of items
specified in other sections of this speciflcation. This wood shall have a maximum moisture content
of 19% at time of dressing and shall be suitable for paint where exposed to view.
2.2 Insulation, where installed, to be 3" Fiberglass, RF-4 as manufactured by Owens Corning or equal.
2.3 Furnish and install all miscellaneous metal trim pieces, angles and channels necessary to complete
construction and/or shown on drawings. Finish to be as indicated on drawinqs.
2.4 Supply all fasteners as necessary to complete the work.
2.5 Where possible, any routing or milling shall be shop fabricated.
2.6 Wood shall be treated with flame-relardant process where required by local code. Should this
process cause change in color and effect on finish material, the General Contractor shall notify the
Consultant.
2.7 Special care shall be exercised to orotect all finishes and other items to remain as noted on the
drawings.
a. Damage or disturbance to these items shall be promptly restored, repaired, or replaced to
match existing at no cost to the Owner.
Anderson/Miller, Ltd, 329 West 18d'Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312) 226-2555 tu AMLTD@aol.mm +mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 06200 - Carpentry
July 21 , 1999 - Page 2
b. lf the Conhactor has any questions on the extent of items to remain, he shall notify the
Designer and request a clarification before proceeding.
2.8 Provide bracing and support as required to maintain integrity and security of portion of existing
structures to remain.
3. EXEGUTION AND INSTALLATION
3.1 Examine the substrates and supporting structure and the conditions underwhich the work
specified in this section is to be installed, and remedy conditions detrimental to the work. Do not
proceed with the installation until unsatisfactory conditions have been corrected.
3.2 Remove all unused, disconnected, or abandoned items such as ducts, pipes, and conduits. Do not
leave such unused items in place, regardless of whether they will be visible or concealed in the
finished work.
3.3 Cooperated with the Owner to schedule demolition, carpentry and utility service intenuptions to
provide minimum interference and disruption in the normal operation of the facility.
3.4 Existing work to be removed shall, in general, be as indicated on the drawings and shall include
other existing materials and work necessary to install new work indicated and specitied.
3.5 Remove designated interior structures, parts, and finishes at beginning of work to minimize
hazardous working conditions and to provide comparatively clean surfaces for installation of new
work.
3.6 Provide all necessary temporary enclosures to adequately protect persons from possible inlury.
a. Provide necessary temporary partilions, enclosure coverings, and the like for confining dust . and debris to areas of the building in which demolition and/or alterations are being
performed.
3.7 Remove from the premises and dispose of in a legal manner all debris, existing material, and items
designated for demolition, unless otherwise noted. Burning at the site is prohibited. Selling
salvaged material at the site is prohibited.
3.8 Return areas to neat and acceptable condition, appropriate to the continuance of the project.
3.9 Set carpentry work accurately to required levels and lines, with members plumb, true, and
accurately cut and fitted.
3.10 Discard units of material with defects that might impair the quality of work and units that are too
small to fabricate the work with minimum joints or optimum joint arrangement.
3.1 1 Corner joints shall be mitered unless otheruise noted.
3.12 Patch all floor, wall, and ceiling areas afiected by demolition of walls etc. and finish all exposed
Anderson/Miller, Ltd. 329 West 18h Street, Suite 600 Chicago, lL 60616 (312) 226-2500 phone (312) 226-2555lal- AMLTD@aol.mm email
VAIL CASCADE HOTEL AND CLUB
Alfredo's
Al\41 Job #: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 06200 - Carpentry
July 21 , 1999 - Page 3
surfaces to match adjacent surfaces.
3.13 Securely attach all work specified for installation under this section of the specifications to
substrates by anchoring and fastening as shown, or as recommended by manufacturers, or as
required by recognized standards. Countersink finishing nail heads on exposed carpentry and fill
holes. Install fasteners without splitting wood; pre-drill as required. Make tight connections
between members.
* * * r r * r END sEcTloN 06200 * * r * * r *
Anderson/Miller, Ltd. 329 West 186 Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312) 226-2555 fax Al\,llTD@aol.com e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 06400 - Architectural Woodwork
July21, 1999-Page 1
4 t.SCOPE OF WORK
1 ..1 The General Contractor in accordance with the specifications, SECTION 00700 - General
Conditions, shall furnish the necessary labor and materials to perform the requirements of the
work specified herein.
The extent of Architectural Woodwork shall include but is not limited to the following:
Review all plans and details and fumish and install all materials necessary to construct and
install all fixtures as indicated on plans, elevations and FD drawings. Pricing to include all
woodwork, painted and stained, all fabric wrapped panels and all upholstered walls (Fabric
supplied by owner). Stonework to be coordinated by millwork contractor, but supplied by
others.
All blocking to be supplied and installed by millwork contractor, except gypsum drywall,
acoustical tile treatment, or where noted otheruise.
All wood to be fire retardant to meet local codes.
Provide pricing broken down by FD detail number.
t.MATERIALS AND METHODS
2..1
2..2
All plywood and lumber shall be thoroughly seasoned and kiln dried before being used, and on
delivery shall have a moisture content not in excess of 12% unless otherwise noted on drawings.
Woods
a. Solid Stock: Shall be clear, straight-grain lumber of the best grade of the species listed by
the National Hardwood Lumber Association. Lumber shall be free of mineral or sapwood
skeaks, checks or other defects.
(1) For Face Woods: Shall be selected for shaight grain with uniform color and grain
suitable for use with the finished plywood with which it is used.
12) For Unexoosed Woods: Shall be Ponderosa Pine, Grade A, and shall bear the
grade, mark and stamp of Western Pine Associations. Where unexposed woods
come into contact with drawers, they shall be Birch or Maple, Unselect.
b. Veneer Core: Shall be clear straighfgrain lumber of the best grade of the species as listed
by the National Hardware Lumber Association. Lumber shall be free of sapwood streaks,
checks or other defects.
Shall be glued with water-resistant resin glue or approved equal and processed by the hot
plate method.
1/4" Overall thickness shall be of 3-ply veneer core construction
1..2
A
b.
c.
Anderson/Miller, Ltd. 329 West 18h Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312) 226-2555 fax Al\.4LTD@aol.mm e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AML Job #: 93026-'15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 06400 - Architectural Woodwork
July 21 , 1999 - Page 2
3/8" Overail thickness shall be of 5-ply veneer core construction
'/r" Ouerall thickness shall be of S-ply veneer core construction
3/4" Overall thickness shall be of 7-ply veneer core construction
1" Overall thickness shall be of 9-ply veneer core construction
(1) For Face Woods: Finishes shall be selected and matched by the Equipment
Contractor with the respect to cutting lengths, uniformity of color, figure, and grain
character. Face veneers shall not contain open joints, face depressions, glue
stain or other manufacturing ineguladties. All visible veneer to be rift cut (not
rotary cut) and Architectural Quality. Stain color to be as specilied in material
reference sheets this section.
(2) For Unexposed Woods: Shall be Birch or Douglas Fir, rotary cut, Unselect, good
one side, interior type plywood, Grade A-B; Grade A faces shall not contain plugs,
knots, pitch pockets, splits, rough grain or other open defects.
(3) For Plastic Lamination; Shall be minimum 3/4" Mahogany face core plywood,
good one side.
c. Masonite: Shall be 1/8" thick tempered Presdwood, as manufactured by Masonile
Corporation, Chicago, lllinois, or an approved equal.
Minors: Shall befabricatedof 1/4"thickpolishedplateglassandGradeAsilverqualityas
manufactured by Libbey-Owens-Ford Co., or egual. Shall be manufactured with two coats of
silver applied to properly processed glass Silver film shall be exterior coat of special hard
composition paint. All minors shall be guaranteed against silver oxidation.
Glass: Shall be of varying thickness and color. Glass to be tempered glass of glazing quality as
manufactured by Pittsburgh Plate Glass Co., or approveC equal, unless specified othenrvise.
Glue and Adhesivesl
0.
For Cabinet Work: Requiring primary load bearing, moisture areas and plastic laminating,
Weldwood Plastic Resin glue as distributed by U.S. Plywood Corporation, Los Angeles,
California, shall be used.
For Cabinet Work: Where primary load bearing is not involved, white polyvinyl glue under
the brand names Presto Set Glue, as distributed by U.S. Plywood Corp., Los Angeles,
Califomia, or an approved equal, may be used.
Hardware: Hardware shall be of solid material and where exposed shall be cast bmss, plated as
specilied. Hardwood shall be provided with necessary facilities for locking, unless otherwise
specified. All locks shall be masterkeyed. Samples of all hardware shall be furnished to
Consultants for approval. All doors to have brass hinges and screws.
2..3
2.,4
2..5
2..6
Anderson/Miller, Ltd. 329 West 18h Street, Suite 600 Chicago, lL 60616 (312) 226-2500 phone (312\ 226-2555lax Alr,lLTDt0aol.com +mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AML Job#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 06400 - Architectural Woodwork
July 21 , 1999 - Page 3
2..7 Mastic;
a. For Mirror and Glass Settino: Shall be Mirror-mastic, as manufactured by Minnesota
Mining and Manufacturing Co., Los Angeles, California.
2'8 Paint All paint and other finish materials shall be pure, unadultefated, best quality from Specified
Paint Company or equal. All items where paint is required, shall be shop painted, except where
impractical or otherwise specifi ed.
2'9 Plastic Laminate: Shall be Formica, Laminart, Nevamar, or Equal, of solid or photographic
paftern. Colors and textures shall be as selected by the Consultants; shall be standard type
unless otheryvise soecifi ed.
2..10 Shop Drawinqs: Shop drawings must be submitted. Submit shop drawings showing location of
each item, dimensioned plans and elevation, large scale details, attachment devices and other
components. Show provisions and cutouts for mechanical and electrical work.
2..11 Samoles: All samplesshall besubmittedinsuflicienttimeforapproval andsuchitemsshall not
proceed unless authorized in writing.
2..12 Wood: Hardwood and veneers shall be Oak, Walnut, Birch or equal. As indicated on drawings.
2..13 Wood shall be treated with flame retardant process where required by local code. Should this
process cause change in color and effect on finish material, the General Contractor shall notify
the consultant.
2..14 All Hardwood and Hardwood Veneer to have matte lacquer finish.
2,15 All doors to have finger pull detail or as othenruise indicated.
2..16 Atl edge lippings to be hardwood pinned and glued to edge of unit.
3, EXECUTION AND INSTALLATION
3..1 Examine the substrates and supporting structure and the conditions under which the work
specified in this section is to be installed and remedy conditions detrimental to the work. Do not
proceed with installation until unsatisfactory conditions have been conected.
3..2 The General Contractor shall verify all field dimensions prior to fabrications of millwork.
3..3 The following general requirements shall govern the construction of the custom-built fixtures,
except where otheruise noted. Work shall be performed by skilled mechanics of the trade and
shall be of the highest quality of the drawings and specifications.
a. All Fixtures shall be made up at the mill and assembled in single and complete units insofar
as the dimensions thereof will permit shipment to and installation at the building. Large
pieces requiring sectional construction shall have their several parts accurately fitted and
aligned with each other and be provided with ample screws, dowels, mortises and tenons,
Andemon/Miller,Ltd. 329West18hStreet,Suite600 Chicago, lL 60616 (312)226-2500phone (312) 226-2555|ax AMllQ@aql.mm+mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 06400 - Architectural Woodwork
July 21 , 1999 - Page 4
screws, bolts, or suitable means of concealed fastening, as required to render the work
substantial, rigid and permanently secured in proper position to each related section.
Suflicient additional material shall be allowed to permit accurate scribing to walls, floors
and related work; and due allowance made wherever possible for such shrinkage as may
develop after installation. All single and sectional units shall be provided with adequate
cleating, blocking, crating and other forms of protection as required to preclude damages
thereto during shipping and handling.
Framing and blockinq members shall be assembled with bolted and screwed connections,
and shall be secured to the structural backings with cinch, expansion screws, or toggle
bolts, as required; so spaced and installed as to ensure ample strength and rigidity. Rails
and stiles shall be mortised and tenoned, work neatly mitered and membered, all buft joints
made flush and smooth, and all permanent joints made up with water-resistant glue. All
fixtures shall be assembled without face screws or nails, except where it may be necessary
to attach him items. All face screws or nails which are necessary to attach trim items shall
be countersunk and plastic wood of wood plugs used to cover heads, and the plug neatly
touched up. The heads of all screws used in any assemble shall be countersunk below the
surface.
* * * r r END SECTION 06400 r * * **
b.
Anderson/Miller, Ltd. 329 West 18s Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (3121226-2555 fu AMLTD@aol.com +mail
VAIL CASCADE HOTEL AND CLUB # 93026-15 Material Reference
pROpERTy Atfredo's FINISHES Wood DATE JuV21.1999
KEY DESCRIPTION MFG/SOURCE SWATCH
WD-1 Location: Wood Walls
Species: Mahogany (to match existing species)
Finish: Medium stained to match existing walls
To bid
WD.2 Location: Flooring at Main Dining Area
(Floor lnstalled at 45 Degree Angle)
Species: Australian CYpress
Finish: Natural Matte
Size: 5-1/4'wide plank
Note: Floor to be matte sealed per manufacturer't
recommendations. See Section 09550-Wood Flot
The Bahr Company
1308 Marquette Dr.
Romeoville, lL 60446
(800) 533-e460
Aften: Jean Sagmeister
nng
for additional information.
VAIL CASCADE HOTEL AND CLUB # 93026.15 Material Reference
PROPERTY Alfredo's FINISHES plastic Laminate DATE ,tutv Zt. tggg
MFG/SOURCE DESCRIPTION
Location: Waitress Station Infill Cabinetry
Pattem #: WC331-H Hi-Brite
Color: Victorian Cherry (Matte)
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: S3026-15
GENERAL CONSTRUCTION SPECIFICATIONS
FD lndex
July21, 1999-Page I
o
FD INDEX
FD-1 Plan of Cold Buffet
FD-1.1 Elevation of Cold Buffet
FD-1.2 Section and Details of Cold Buffet
FD-2 Plan of Display Kitchen Counter
FD-2J Elevation of Display Kitchen Counter
FD-2.2 Section and Details of Display Kitchen Counter
FD-2.3 Section and Details of Display Kitchen Counter
FD-3 Plan of Entry Booth/Banquette Wall
FD-3.1 Elevation of Entry Booth/Banquette Wall
FD-3.2 Section and Details of Entry Booth/Banquette Wall
FD-3.3 Section and Details of Entry Booth/Banquette Wall
FD4 Plan of Infill Cabinetry at Waitrcss Station
FD-4.1 Elevation of lnfill Cabinetry at Waitress Station
FD-4.2 Section of Infill Cabinetry at Waitress Station
FD-5 Plan of Buffet Area Booth/Banouette Wall
FD-5.1 Elevation of Buffet Area Booth/Banouette Wall
rT**TENDFDINDEX*****
Anderson/Miller, Ltd. 329 West 18h Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312)226-2555 fax Altt|lTD@aol.com e+nail
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AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 08100 - Hollow Metal Doors and Frames
July 21 , 1999 - Page 'l
1. SCOPE OFWORK
1..1 The General Contractor in accordance with the specifications, SEGTION 00700 - GENEML
CONDITIONS, shall furnish the necessary labor and materials to provide the number and types of
hollow metal door frames as shown on the drawings and specified herein.
1..2 The extent of Hollow Metal Work shall include but is not limited to the following:
a. Furnish and install new Hollow Metal Doors as indicated on drawings and specified herein.
b. Door and Frame assemblv to be 2 hour rated.
c. Furnish and install double acting Hollow Metal Frames for Cold Prep doors where noted on
DIans.
2. PRODUCTS
2..1 Provide hollow metal frames to match existing for new doors as indicated on drawings and
specified herein. Verify conditions in Field prior to purchase of doors and frames.
2-2 Provide hollow metal frames of not less than #16 gauge.
2..3 Except as modified by governing codes and by the Contract Documents, comply with applicable
provision and recommendations of the following:
a. "StructuralWelding Code" (AMS)
2..4 Shop Drawings: Submit shop drawings for hollow metal door frames. Show typical details of all
" conditions at large scale (not less than 3in. equals 1 ft ) for every opening.
2-5 Materials:
a. Sheet Steel: ASTM A366, free from scale, pitting or other defects, stretcher leveled for
000rs.
b. Galvanized Sheet Steel: ASTM A526, galvanized in accordance with ASTM A525, Coating
Designation G90, phosphatized; stretcher leveled for doors.
c. Reinforcement Steel: ASTM A36.
d. Fasteners: Galvanized or cadmium plated steel.
(1) Bolts and Nuts: ASTM 4307, Grade A.(2) Expansion Bolts: FS FF-S-325, Group lll, expansion shield (self-drilling tubular
expansion steel bolt anchon), Type 1 or 2.
(3) Machine Screws: FS FT-S-92, carbon steel, Type lll cross-recessed, design lor ll
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 08100 - Hollow Metal Doors and Frames
July 21, 1999 - Page 2
2..6
recess, style 2C flat head.
e. Shop Primer: One of the following bake on: FS TT-P-641 Type ll Alkyd, Zinc DusfZinc
Oxide.
Fabricate frames to the design and dimensions shown in accordance with best shop practices.
Unless otherwise shown, fabricate doors and panels to a thickness of 1-314 in. Take field
measurements where coordination with adjoining work is necessary.
Make hollow metal work strong, rigid, neat in appearance and free from defects. Reinforce
corners of doors as required to prevent twisting or sagging.
Form exposed surfaces free from warp, weave and buckle, with all corners square, unless noted
othenrvise. Form molded members straight and kue, with welded joints coped and mitered, well
formed, and true in alignmenl. Dress welded joints on exposed surfaces smooth so they are
invisible after fi nishing.
Provideclearancesfordoors,nototherwisespecified,asfollows: 1/32in.atjambsandheads,
1/8 in. at meeting stiles of pairs of doors and 3/8 in. at bottom where no threshold or carpet is
required. Where a threshold is shown provide 1/8 in. clearance above the threshold. Where
carpet is shown provide 1/4 in. clearance above the carpet.
Accurately machine, file and fit exposed connections with hairline joints unless otherwise shown.
Conceal fastenings whenever possible. Countersink exposed screws using flat, Phillips head
screws. Provide welds of adequate strength and durability.
Where frames are set in drywall steel stud walls weld 16 gauge anchor clips 2 ft. on center to
eachjambandhead. Anchorclipsshall matchthesizeoftypeofeachstudusedineachwall.
z..t
2..8
z-.J
2..10
2..11
* * * r * END SECTIoN 09100 * * * * r
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2 Service Bar Door 2'-4" x7'-0" x 1%"SC WD / PT H.M. / PT.
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 08100 - Hollow Metal Doors and Frames
Match Existing Double Acting
Existing Existing Flush Panel
AML Job #: 93026-1 5 Julv 21 . '1999 - Paqe 3
DOOR SCHEDULE
Door No Location Size Door Mtl. / Fin. Frame Mtl. / Fin. Hdwr,Set Descriotion
1 Cold Prep Doors (2) 2'-6" x7'-0" x 1%" H.M. / PT H.M. / PT.
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 08400 - Builders Hardware
July 21, 1999 - Page 1
1. SCOPE OF WORK
1..1 The General Contractor in accordance with the sDecifications. SECTION 00700 - GENERAL
CONDITIONS, shall furnish the necessary labor and materials to provide the required number
and types of Builders Hardware as shown on drawings and specified herein.
1..2 lnstallation shall be performed under SECTION 06200 - CARPENTRY.
2. PRODUCTS
2..1 Furnish and install new hardware at new double acting doors in Cold Prep Area. Hinges to match
existing on property. No locking mechanism to be installed. Provide stainless push plates on
each leaf (both sides). Cooridinate with Section 08100 Hollow Metal Doors and Frames.
2..2 Existing Service Bar door hardware existing to remain.
2'3 lnstall new cabinet knobs at Cold Buffet cabinetry. Knobs to be KN'10 Round Hammered Knob
(1.5" diameter, 1.5" projection) as manufactured by lron Art (415) 441-4633.
2..4 Where noted on drawings, remove existing door threshold and install new to match existing.
2..5 Packaging
a. Include with each item of hardware, the following:
(1) Screws, bolts and fasteners necessary for installation.
(2\ Installation instructions.
(3) Special tools required for installation.
2..6 Labeling: Packaging finish hardware items individually legibly marked and adequately labeled
indicating the part of the work for which it is intended and bearing a marking conesponding with
the number shown 0n the Hardware Schedule.
2..7 All workofthisSectionshall conformtothegoverninglawsandbuildingcodes. All hardware
shall be of the best grade of solid metal, entirely free from imperfections in manufacture and
finish.
2..8 Qualities, weights and sizes given herein are the minimum that wlll be accepted. lt is the
responsibility of the Hardware Supplier to supply the specified size and weight of hardware and
the proper function of hardware in each case.
2..9 General: Adapt hardware as required to compensate for undercutting, carpeting, raised
thresholds, or other special conditions.
Anderson/l\4iller, Ltd. 329 West '18t' Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312], 226-25551ax AMLTD@aol,mm +mail
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 08400 - Builders Hardware
July 21 . 1999 - Page 2
2..10
2,11
2..12
2..13
Hardware Attachment Devices: Provide Phillips head type screws and bolts with exposed
surfaces finished to match adjacent hardware surface. Use the following fasteners for application
to the substrates shown:
a. Machine screws and bolts for application to wood.
b. Wood screws with full thread for application to wooc.
c. Sheet metal screws for use in fire retardant particle board or plywood shall be of stainless
steel.
d. Machine screws and galvanized tamp-in shields for application to concrete or masonry.
e. Thru-bolting will not be permitted except in special cases at the Architect's discretion.
Provide internal reinforcement to acceot bolts concealed from the outer face ofdoor.
Hardware information scheduled herein shall not be construed as a complete hardware schedule
and shall only be considered a an indication of the hardware requirements. Examine the
Drawings and door symbols, and provide all necessary or additional hardware as required, of the
same type, quality and quantity as that scheduled for simllar doors or part of the building used for
similar purposes.
Hardware shall be suitable and adapted for its required use and shall fit its designated location.
Should any hardware as shown, specified, or required, fail to meet the intended requirements or
require modification to suit or flt the designated location, determine the conection or modification
necessary in ample time to avoid delay in the manufacture and delivery of hardware.
All surface closers shall be the product of one manufacturer. Closer shall be hydraulically
controlled and full rack and pinion in operation. The closer body shall be of high strength cast
iron or aluminum. Each closer shall have adjustable general speed and latch speed. Necessary
arms, brackets, and other door accessories must be available to suit approved job conditions.
EXECUTION AND INSTALLATION
Protect hardware with material of type which is easily removed without maning finish.
Mount all hardware units at heights recommended in "Recommended Locations for Builders
Hardware for Custom Steel Doors and Frames' or to match existing locations.
Door Closer:
0.
General: Veriff each head condition prior to fumishing door closer; make required
modifications or changes due to detailed conditions. Manufacture/s representative shall
inspect, approve the proper installation, and regulate each door closer prior to final
acceptance of the work.
Surface-Mounted on Door: Surface shoe application for standard operation and soffit plate
application for parallel arms. Provide special shoe plates and brackets where specified or
3..'l
3..2
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTI0N 08400 - Builders Hardware
july 21 , 1999 - Page 3
where required by special job conditions.
3..4 Install each hardware item in compliance with the manufacturer's instructions and
recommendations. Whenever cutting and fitting is required to install hardware onto surfaces
which are laterto be painted orfinished on anotherway, coordinate removal, storage and
reinstallation or application of surface protection with finishing work. Do not install surface-
mounted items until finishes have been completed on the substrate.
3..5 Set units level, olumb and true to line and location. Adiust and reinforce the attachment substrate
as necessary for proper installation and operation
3..6 Drill and countersink units which are not factory prepared for anchorage fasteners. Space
fasteners and anchors in accordance with industry standards.
3..7 Adjust and check each operating item of hardware and each door, to ensure proper operation or
function or every unit. Replace units which cannot be adjusted and lubricated to operate freely
and smoothly as intended for the application made.
r 1* * * END SECTION 08400 * *' *
Anderson/Miller, Ltd. 329 West'18s Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312) 226-2555 lax AMLTD(Oaol.com +mail
Ro*boiJ K.'ob
PRODUCT NUMBTF SIDE OF SOUARE PRI]JEfiION
KNl1 1.5" 1.25"KN21 1.25" 1-
t1 r/l Dquare r\noD Ci."l" K.t"L
PROOUCTNUMBER OIAMETTB PROJECTION KNr3 1.5" r"KN23 l" 1-
PBOt)UCT NUMBER
KNI2
KN22
SIDE OF SOUARE PROJECTION
1.25" 1"
l" r"
RounJ Hu***r"J K.,ob
ENoDg
Cow
Burrgt
PROOUCTNUMBER DIAMEIER PROJECIION
KNl0 r.5" 1.5"
Semici.cle Kttob
RESERVED FO8 FUTURE ADOITIONS
1
PRooUCT NUMBER HEIGHT WlDTtl
xN14 1.5" l"
KN24 1.25- .75"
PROJECTION
t"
l"
Due t0 the handnade nature of the products, all dimensions are approximate 0nly. We recomnend refraining from drilling holes until hardware is on hsnd.
IRON ARI iNC. Su" Fra,'cisco, CA (415)4-ll-4633 F'AX' (415)441-4686
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AML Job#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09250 - Gypsum Drywall
July 21 , '1999 - Page 1
1. SCoPE0FWoRK
1.1 The General Contractor, in accordance with the specifications, shall furnish the necessary labor
and materials to perform the requirements of the work specifled herein.
1 .2 The extent if gypsum drywall shall include but is not limited to the following:
a. Furnish and install all materials necessary to construct new gypsum board partitions and
ceilings where indicated on drawings and specified herein.
b. Furnish and install all materials necessary to cut and patch walls as noted on drawings and
details and specified herein. Review other sections for patching work to be included under
Gypsum Drywall - 09250 (i.e., electrical, mechanical etc.). Palching work to include
patching of concrete walls to be trenched by electrician as necessary to achieve design
intent.
c. Alternate 1: Install new fireplace in location indicated on drawings. See AD details for
information. Coordinate with MEP drawings.
d. Frame new HVAC diffusers into new gypsum board ceiling in areas indicated. Final
location as determined by the Architect.
2. MATERIALS AND METHODS
2.1 Steelstuds - ASTM C645; 25 gauge.
a. Depth of Section: 3-518" - 2-112', to match existing condition.
b. Runner's Match studs: type recommended by stud manufacturer for floor and ceiling
support of studs and for vertical abutment of drywall work at other existing work.
2.2 Gypsum Board: ASTM C36. Provide in maximum lengths to minimize end{o-end butt joints.
a. 5/S" thickness unless otherwise noted, typical.
b. Type: Regular Type X for rooms and waterproof type for baths.
2.3 Trim Accessories: Provide manufacture/s standard him accessories of $pes indicated for drywall
work, formed of galvanized steel expanded flanges for nailing and beaded for concealment of
flanges injoint compound. Provide corner beads, and V-shaped one-piece controljoint beads.
2.4 Access panels to be Sesame Type flush mounted KSTWCAD, Ceiling Access Hatch as
manufactured by Karp Associates, Inc. (7 18) 784-2105. Dimensions to be 24" x 24" unless noted
othenrise on drawings. Exact number and locations to be determined by the Engineering
Deoartment.
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09250 - Gypsum Drywall
July 21, 1999 - Page 2
2.5 Joint Tape: Perforated, cross laminated paper type.
2.6 Joint Compound: Ready-mixed vinyl type for interior use.
3. EXECUTION AND INSTALLATION
71
J.O
3.7
J.t
Examine the substrates and the spaces to receive gypsum drywall, and the conditions under which
gypsum drywall is to installed; and remedy any conditions detrimental to the work. Do not proceed
with the installation until unsatisfactory conditions have been corrected in a manner acceptable to
the installer.
Install runner tracks at floor, ceiling, and structural walls and columns where gypsum drywall stud
system abuts other work.
Terminate partition stud system at ceilings.
Space studs at 16" O.C.
Frame door openings with vedcal studs securely attached by screws at each jamb either directly to
frames or to jamb anchor clips on door frame. Install runner track sections at head and secure to
jamb studs.
Install wall boards vertically to avoid end-butt joints wherever possible.
Install exposed gypsum board with face side out. Do not install imperfect, damaged or damp
boards. Butt boards together for light contact at edges and ends (not more than 1/16" open space
between boards). Do notforce in to place.
lnstall metal corner beads at external corners of drywall work.
Install metal edge him whenever edge of gypsum board would otherwise be exposed or semi-
exposed.
FinishingofDrywall: Applyatgypsumboardjoints,flangesoftrimaccessories,penetrations,
fastener heads, surface defects and elsewhere as required.
a. Apply joint tape at joints between gypsum boards.
b. Apply joint compound in three coats and sand between last two coats and after last coat.
Avoid raising the nap of the paper when sanding.
Perform all necessary patching of gypsum drywall construction after the work of other trades.
Review all other sections and architectural drawings for information.
Remove all discarded construction debris (i.e., gypsum board, bead, stud remnants, etc.) atthe
end of each day of work.
Protect the work of other trades from damage by gypsum drywall installation. Conect any damage
3.4
3.5
3.8
3.9
3.10
3.11
3.12
J. IJ
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09250 - Gypsum Drywall
July 21 , 1999 - Page 3
by repairing, cleaning or replacing as required. At the completion of the work by other trades,
touch up and restore all damaged or defaced surfaces and finish to match existing surfaces.
* * * * * * * r * * END OF SECTION 09250 * * * r r r r * * *
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 08800 - Glass and Glazing
July 21 , 1999 - Page 1
1. SCOPEOFWORK
1.1 The General Contractor, in accordance with the speciiications SECTION 00700 - GENEML
CONDITIONS, shall furnish the necessary labor and materials to perform the requirements of the
work sDecitied herein.
1.2 The extent of glass and glazing work shall include but is not limited to the following:
a. Furnish and install new %' tempered clear glazing at Cold Buffet Sneeze Guard as noted
on drawings and specified herein. Coordinate with metal suppo(s Section 05500
Miscellaneous Metals.
2. MATERIALSANDMETHODS
2.1 Quality Assurance
a. Prime Glass Standard: Comply with FS DD-G-451d.
b. Heat Treated Glass Standard: Comply with FS DD-G-1403b.
c. Safety Glass Standards: Comply with the following as applicable:
(1 ) Consumer Product Safety Commission 16 CFR 1 201 .(2) Industry Standards: ANSI 297.1.
d. Sound Transmission Test Standard: Comply with ASTM E 90.
e, Manufacturers: ProvideeachtypeofglassandprimarysealanVgasketfromasingle
. manufacturer with not less than 5 years of experience in the production of malerials similar
to those required.
f. Installer (Glazier): Firm with not less than 5 years of successful experience in glazing work
similar to the work of this project.
2.2 Processed/Tempered Glass: Provide prime glass, clear, which has been heat treated to
strengthen glass in bending to not less than 4.5 times annealed strength.
a. Tong Marks: Provide tempered glass produced by process which eliminates tong marks.
2.3 Glazing Sealants and Compounds:
a. General; Provide black sealant at storefront and clear in other interior applications.
Comply with manufacturer's recommendations for selection of hardness, depending upon
the location of each application, conditions at time of installation, and variations or modili-
cations, carefully for compatibility with surfaces contacted in the installation.
b. 2-Part Polysulfide Glazing Sealant Elastomeric polysulfide sealant complying with FS TT-
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 08800 - Glass and Glazing
July 21, 1999 - Page 2
5-227, Class A, Type 2; specially compounded and tested to show minimum of 20 yeais
resistance to deterioration in normal glazing applications.
c. Butyl Rubber Glazing Tape: Partly-vulcanized, self-adhesive, non-staining, elastomeric
butyl rubber tape, 98% solids, either plain or pre-shimmed as required for proper installation
of glass.
2.4 MiscellaneousGlazingMaterials
a. Setting Blocks: Neoprene, 70-90 durometer hardness, with proven compatibility with
sealants used.
b. Spacers: Neoprene, 40-50 durometer hardness, with proven compatibility with sealants
used.
c. Compressible Filler Rod: Closed-cell or waterproof-jacketed rod stock of synthetic rubber
or plastic foam, proven to be compatible with sealants used, flexible and resilient, with 5-10
psi compression strength for 25% deflection.
d. Cleaners, Primers, and Sealants: Type recommended by sealant or gasket manufacturer.
Submittals
Product Data:
(1) Submit 2 copies of manufacture/s specifications and installation instructions,
including dccumentation of compliance with requirements, and instruction for
handling, storing, installing, cleaning, and protecting each type of glass and glazing
material.
b. Samples:
(1) Submit 2, '12" square samples of each type of glass and glazing material required.
Architect's review of samples will be for color, texture and pattern only. Compliance
with other requirements is the exclusive responsibility of the Contractor.
2.6 Product Handling
a. Comply with manufacture/s instructions for shipping, handling, storing and protecting glass
and glazing materials. Exercise exceptional care to preventedge damage to glass, and
damage/deterioration to coatings (if any) on glass.
3, EXECUTION AND INSTALLATION
3.1 Examine framing and glazing channel surfaces, backing and general design, and the conditions
under which the glazing is to be performed, and remedy and conditions detrimental to the proper
and timely completion of the work. Do not proceed with glazing until unsatisfactory conditions have
been corrected in a manner acceotable to the olazier.
LC
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GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 08800 - Glass and Glazing
July 2'1 , 1999 - Page 3
3.2 For storefront, watertight and airtight installation of each piece of glass is required. Each
installation must withstand normal temperature changes, impact loading (for operating doors)
without failure including loss or breakage of glass, failure of sealants or gaskets to remain
watertight and airtight, deterioration of glazing materials and other defects in the work.
3.3 Protect glass from edge damage during handling and installation.
3.4 Comply with combined recommendations of glass manufaclurer and manufacturer of sealants and
other materials used in glazing, except where more stringent requirements are shown or specified,
and except where manufacturer's technical re0resentatives direct othenruise.
3.5 Comply with "Glazing Manual" and other applicable publications by Flat Glass Marketing
Association except as shown and specified othenrtlse, and except as specifically recommended
otherwise by the manufacturers of the glass and glazing materials.
3.6 Seal glass minor and frame to back splash with clear silicone sealant. Force sealant into channel
to eliminate voids and ensure complete bonding of sealant.
3.7 Minors to be installed with safety tape as specified.
3.8 Wash and polish minors not more than four days prior to date scheduled for inspections intended
to establish date of substantial completion. Comply with glass manufacturer's recommendations
for final cleaning.
* * * rr END SECTIoN 09900 ** r **
o
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GENEML CONSTRUCTION SPECIFICATIONS
SECTION 09300 - Ceramic Tile
July 21, 1999 - Page 1
1. SCOPEOFWORK
1..1 Ihe General Contractor in accordance with the specifications, Section 00700 - GENEML
CONDITIONS, shall furnish the necessary labor and materials to perform the requirements of the
work specified herein.
1..2 The extent of ceramic tile work shall include but is not limited to the following:
a. Provide new ceramic wall tile at Cold Prep and Waitress Station where indicated on
drawings and regrout existing wall tile at the Display Kitchen Area.
2. MATERIALSANDMETHODS
2..1 Materials used in the fabrication and installation of this work shall be new and the best grade
obtainable of their respective types.
2..2 Latex - Portland Cement Mortar: Latex - modified Portland Cement thin-set mortar complying
with ANSI 118.4.
2..3 Grout to be commercial cement grout with a liquid latex mortar additive. Specification and color
per material reference sheets.
2..4 Supply and install all appropriate corner and cap pieces as required.
3. EXECUTION AND INSTALLATION
3...l Workmanship
. a. Installation of the ceramic tile shall be performed by skilled, experienced, journeymen tile
installers. Apprentices shall be used in accordance with the terms of the contractual
agreement with the union and only when the use of apprentices is applicable under the
terms of such Agreement. The work is to include all labor, equipment, material and tools
necessary for the completion of the job. The installation is to be in accordance with the tile
manufacture/s recommendations for the best installation practices. Workmanship shall be
in keeping with the highest standards of the tile installation industry.
3..2 Manufacturing Standards
a. Provide tile equal to or exceeding the Standard Grade Requirements of ANSI A137.1.
b. Provide materials obtained from only one source for each type of tile and color to minimize
variations in appearance and quality.
3..3 Measurements
a. Dimensions in the plans and specifications and the drawings are to be considered as
Anderson/Miller, Ltd, 329 West 18d1Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312\ 226-2555 fu AMLTD@aol,mm +mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AML Job#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09300 - Ceramic Tile
July 21 , 1999 - Page 2
3..4
3..5
approximates. Contractor shall be required to carefully check in the fleld all dimensions
and other conditions affecting his work. The Contractor shall be held solely responsible for
proper installation of the tile in all areas designated.
Examine the areas and conditions under which the tile work is to be installed and remedy any
conditions detrimental to the proper and timely completion of the work. Do not proceed with the
work until unsatisfactory conditions have been conected in a manner acceptable to the
Subcontractor and the General Conhactor.
Contractor shall be required to properly prepare the site for laying the tile flooring. The condition
ofthe floors and preparatory steps to insure a high quality installation shall be the sole
responsibilig of the Contractor once the work has started. All ceramic tile shall be installed in
accordance with the recommendations of the manufacturer of the Droducts used. Tiles shall be of
Standard Grade quality conforming to requirements set forth in the industry standard ANSI 137.1-
1908.
lf required by condition, the conhactor shall level the floor slab with a mortar base as required for
level installation.
Commencement of ceramic tile installation by Contractor shall be an indication of his acceptance
of the substrate and he will automatically assume the responsibili$ for any unacceptable finished
work caused by substrate condition.
Prior to commencing installation of the ceramic tile the Gontractor shall confer with the ceramic
tile manufacturer concerning the most efficient and conect way of executing the installation. The
manufacturer's recommendations shall be considered binding and final unless othen'vise
determined by the Designer.
All installation techniques shall strictly adhere with industry standards; ANSI A108.3-1967, ANSI
A1 08.4-1 968, ANS| A1 08.5-1 967, ANS| A1 08.6-1 969.
Handle, store, mix and apply proprietary setting and grouting materials in compliance with the
manufacturer's instructions.
a. Remove debris, laitance and other foreign matter from all surfaces to receive tile.
b. Wait 24 hour after setting tile before grouting.
c. Exercise care to prevent damage to waterproofing materials.
Extend tile work into recesses and under equipment and fixtures to form a complete covering
without intenuptions, except as otherwise shown. Terminate work neatly at obstructions, edges
and corners, without disruption of pattern or joint alignment. Provide openings for electrical
outlets and switches, but allow tolerances tight enough to guarantee full coverage by cover plate.
Apply thin set mortar bed to substrate or new mortar bed. Keep tile thickness to a minimum to
allow for smooth transition at threshold.
1A
7.7
?R
3..9
3..10
3..11
J..tz
Anderson/Miller, Ltd, 329 West 18s Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312)226-2555 fax Ald!I9@e!,gqm +mail
VAIL CASCADE HOTEL AND CIUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09300 - Ceramic Tile
July 21, 1999 - Page 3
3..13
3..14
? 15
3..16
Where ceramic tile meets another flooring material (i.e. carpet, quarry tile, tenauo), concealed
stripping as reguired shall be used to form the tightest possible joining. Door thresholds shall be
conectly located and centered under the closed door line. Exposed screws or nails are not
acceptable, Thresholds shall be secured to the floor with ample fasteners of proper type and
size. Installer to provide Designer with samples and specification information on all door metals,
trim edges etc. for final approval prior to installation.
Unless othenruise shown, lay tile in grid pattern. Align joint when adjoining tiles on floor, base,
walls and him are the same size. Layout tile work and center tile fields both directions in each
space or on each wall area. Adjust to minimize tile cutting. Make all cuts of tile units using power
driven masonry saw.
Joints shall be uniform 'l116 inch in width.
a. Align joints in tile base with joints in wall tile.
For thickset application, tile to be installed over curved and leveled mortar bed with a travelled on
board coat of dry set mortar or latex modified Portland cement mortar. A skim coat should be
applied to back of tile. Requirement of ANSI A108.5.
The Contractor shall protect the ceramic tile from damage resulting from the work of other
tradesmen in the building. Scheduling and responsibility to be coordinated with the Owner.
Upon completion of the installation of each area, remove excess adhesive or other surface
blemishes using neutral type cleaners as recommended by flooring manufacturer. Contractor
shall remove all waste and excess materials and store all tools and equipment at the end of each
0ay.
Clean grout and setting materials from the face of tile while materials are workable. Leave tile
face clean and free of all foreign matter.
Finished Tile Work: Leave finished installation clean and free of cracked, chipped, broken,
unbonded, or otherwise defective tile work.
Contractor shall be responsible for damage to any building surfaces caused by flooring
installation, i.e. paint, woodwork, doors, etc.
3..17
3..18
? 10
3..20
3..21
* * * r r END SECTIoN 09300 * * * * *
o
Anderson/Miller, Ltd. 329 West 186 Street, Suite 600 Chicago, lL 60616 ( 312) 226-2500 phone (312) 226-2555 fax AMLTD@aol.mm +mail
VAIL CASCADE HOTEL AND CLUB # 93026-15 Material Reference
pROpERTy Alfredo's FINISHES CeramicTite _DATE Juty21.1999
DESCRIPTION MFG/SOURCE SWATCH
Location: Cold Prep Area & Waitress Station
Manufacturer: Royal Mosa
Pattern: Canto Series
Size: 6" x 6"
Color: 7780 Bordeaux
Note: Tile colors naturally vary within carton. To
be installed in a random oattem.
Brann Clay Products
12430 S. Kedvale
Alsip, lL 6083
(708) 385-3075
Location: Grout at New and Existing Wall Tile
Series: S-710
Color: Burgundy
Number: 996
Note: Grout must be sealed.
VAIL CASCADE HOTEL AND CLUB
Alfredo's
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09510 ^ Acoustical Tile
AMLJob#: 93026-15 21, 1999 - Pase 1
1. SCOPEOFWORK
1.1 The General Contractor in accordance with the specifications, SECTION 01200 - GENERAL
CONDITIONS, shall furnish the necessary labor and materials to perform the requirements of the
work specified herein.
The extent of acoustical ceiling work shall include but is not limited to the following:
a. Furnish and install acoustical tile and suspension systems as specified herein and noted on
plans.
b. Remove all existing acoustical material and suspension systems throughout the Kitchen
area as noted on Dlans.
MATERIALS AND METHODS
2.1 See Material Reference sheets herein for all acoustical materials.
2.2 Contractor to verify that all new grid is compatible with new tile system as specified.
2.3 New acoustical materials shall be Class A Flame Spread Index according to Federal Specifications
SS-S-1188.
2.4 Submit sample of acoustical tile to AML for approval prior to installation.
3. EXECUTION AND INSTALLATION
3.1 Examine the subshates and supporting structure and the conditions under which the work
specified in this section is the be installed, and remedy any conditions detrimental to the work. The
.construction shall not proceed with the installation until unsatisfactory conditions have been
corrected.
Measure each ceiling area and establish layout of acoustical units to balance border widths at
opposite edges of each ceiling. Avoid the use of less-than-half width units at borders, and comply
with reflected ceiling plans wherever possible.
Install materials in accordance with manufacture/s printed instructions, and to comply with
governing regulations, fire resistance rating requirements as indicated, and industry standards
applicable to the work.
Anange acoustical units and orient directionally patterned units (if any perceptible) in same
direction.
Install suspension system to comply with ASTM C636, with hangers supported only from buiHing
structural slab. Locate hangers near each end and spaced 4'0" intervals along each carrying
channel or direct hung runners, unless otherwise indicated.
Secure the wire hangers by looping and wire-tying to inserts or other devices which are
t.L
3.2
3.4
3.5
Anderson/Miller, Ltd. 329 West 186 Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (3121226-2555 tax Alt/LTD@aol.com e-mail
VAIL CASCADE HOTEL ANO CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09510 - Acoustical Tile
21 , 1999 - Page 2
secure and appropriate forthe substrate, and which will not deteriorate orfail with age or
elevated temperatures.
Install edge mouldings at edges of each acoustical ceiling area, and at locations where edge of
units would otherwise be exposed after completion of the work.
a. Secure mouldings to the building construction by fastening with screw-anchors into the
substrate, through holes drilled in the vertical leg. Space holes not more than 3" from each
end and not more than 16" o.c. along each moulding.
b. Level mouldings with ceiling suspension system, to a level tolerance of 1/8" in 12'0".
c. Miter corners of mouldings accurately to provide hair-line joints, securely connected to
prevent dislocation.
Cope exposed flanges of intersecting suspension system members, so that flange faces will be
flush (cope flange of member supported by other member).
Install acoustical panels in coordination with suspension system. Install hold-down clips for each
panel as required by code. Space as recommended by panel manufacturer for the application
indicated, except do not exceed spacings required by governing regulations or for fire resistance
ratings.
Clean exposed surfaces of acoustical ceilings, including him, edge mouldings and suspension
member; comply with manufacture/s instructions for cleaning and touch-up of minor finish
damage. Remove and replace work which cannot be successfully cleaned and repaired to
permanently eliminate evidence of damage.
Protect acoustical ceilings, maintaining such temperature and humidity limitations and dust control,
that the work will be without damage and deterioration at the time of acceptance by the owner.
Install acoustical tile accordinq to the manufacture/s recommendations.
**END SECTION 09510*
J.O
J.l
3.10
3.11
AndersoniMiller, Ltd, 329 Wesl 18s Street, Suite 600 Chicago, lL 60616 ( 312) 226-2500 phone (3121226-2555 fax AMLTD@aol.com e-mail
b6idBffi,ffi=]]sft'aw
TEGULAR/ VERY FINE TEXTURE
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Optirna Open Plan Square Tegular with Interlude 9/16" Dimensional Tee grrd
ptima adds
ceptional value to
day's workspaces,
combining superior
acoustics for open
plan off ices,
HumiGuard Plus
performance,
TuffShield surface
durability and 89%
light reflectance -
with our smoothest-
ever, nondirectional,
f ine textured surface.
Key Selectlon
Attributei
illty
. Outstanding aco uslici
pertormance, both
Arliculalion Class
Q;hi:',"'""
light reflectance
. H umid ity-resistant
Humicuard Plut
performance
. S moother surface
resists soilin g lo nger
. 1 0-year limited
warranty; l5-year
with HumlGuard
Plus products and
Armstrong hot d ipped
galYanized grid
Typical
Applications
. OPen plan oftices
. Areas requirlng
TECHLIN E
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OPTION 3
98
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rruhidty lsad tres,sla.ce ,l d.oos = Hlrnicuard Mlr
3 drcps = Hlmrcuard PlLs
Physical E,ata
Material
3230, 3231 , 3232, 3233,3234
Fiberglass with TuffShield acousti-
cally transparenl membrane
3334, 3335 - Fiberglass with
TuffShield acoustically transparent
membrane (foil back)
Surface Finish
TuffShield with acrylic latex paint
Flame Spread/Fire Resistance
Class A: Flame Spread 25 or under
(uL Labeled)
ASTM E 1264 Classification
Type Xll, Form 2, Pattern G
Insulation Value
3230, 3231, 3232, 3334, 3335 -
Average R Factor at 75"F
(24'C) is 4.0
3233,3234 - Average Fl Factor at
75'F (24"C) is 6.0
Backloading Recommendation
See pages 204-206 for details
Weight
3230, 3231 . 3232, 3334,
3335 - 0.45 lbs/SF
3233.3234 - 0.65 lbs/SF
Warranty
See pages 204-206 lor delails
Recommended Susoension
3230.3232.3233. 3334 - Prelude
15/16" Exposed Tee grid systems
3231 . 3234 - Suoraline 9/16"
Exposed Tee grid systems, Trimlok
9/16" Screw-Slot grid, Silhouette
9/16" Bolt-Slot grid
3335 - Silhouette g/16" Bolt-Slot grid,
Trimlok 9/16" Screw-Slot grid
Also Compatible With
3231 , 3234 - Interlude g/16"
Dimensional Tee grid
'3335 - Supraline 9/16" Exposed Tee
grid systems, CAC 23
OPTIMA OPEN
Color Selectiorr
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Cost
Optima Olen Plao - Teqular
9/16"3231
3231M
24 x24 x 1"
600x600x25mm 6ll
190
Class EI @.nnc :ff E
9/16"
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3234
3234M
24x24x1-1t2"
600x600x38mm 6l
1.00
6l
200
Class EI E
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9/16"3335"
3335M
24 x24 x 1"
600x600x25mm 6l
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Class ng w
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3230
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24 x24 x 1"
600x600x25mm E
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Class gl w
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15/16"3233
3233M
24x24x1-112"
600x600x38mm E
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200
Class ng @
0.89
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3334M
24x24x1"
600x600x25mm F
200 25
Class gl w
0.89
15t16',3232
3232M
24x48x1"
600x1200x25mm
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190
Chss sl 6
0.89
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Optima Square
Tegular wlln
Suprafine 9/16'
Tee grld
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VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 09550 - Wood Flooring
. July 2'1 , 1999 - Page 1
1. SCOPEOFWORK
1.1 The General Contractor in accordance with the specitications, SECTION 00700 - GENEML
CONDITIONS, shall fumish the necessary labor and matedds to provide the required quantity and
types of Wood Flooring as shown on the drawings and specified herein.
1.2 The extent of wood flooring work shall include but is not limited to the following:
a. Prepare existing concrete slab for wood floor installation. Remove existing finish products
as indicated on drawings.
b. Furnish and install new wood floor as indicated on drawings and specified herein.
c. Furnish and install reducer/thresholds as noted on drawings and/or as required.
d. Fumish all labor and materials to sand and strip existing wood floor where noted. Refinish
per sample as submitted by designer.
2. MATERIALSANDMETHODS
2.1 Wood Flooring to be as specilied in Material Reference sheets under Section 06400 -
Architectural Woodwork.
2.2 Adhesive/Mastic: Polyvinyl acetate or special mastic of type recommended by manufacturer of
flooring, and complying with flammability and environmental control restrictions.
2.3 Final buffing to be in field.
2.4 Wood Filler: Paste type wood filler, pigmented if necessary to match Architect's sample.
2.5 Cork Expansion Strip: Composition cork expansion skip FS- HH-C-576, Type l-B, Class 2.
2.6 Wood Trim: Where indicated to match flooring, provide wood trim board molding, base shoe
molding and stair risers (if any) of same species and grade as wood flooring. Except as otherwise
indicated, provide wood stripping, nosings, saddles and thresholds, as shown in or adjacent to
wood flooring, of same species, grade, and cut as wood flooring.
2.7 Installer Qualifications: Specialized wood flooring firm with not less than 3 years successful
experience in installation of types specified, and acceptable to manufacturer of wood flooring.
2.8 General Standard: Comply with recommendations of National Oak Flooring Manufacture/s
Association (NOFMA). Parquet Flooring: Comply with recommendations of American Parquet
Association. Inc.
2.9 Source Quality Control: Obtain flooring of each type from single manufacturer or source, to ensure
match of quality, color, pattern and texture.
Anderson/l\4iller, Ltd. 329 West'18s Street, Suite 600 Chicago, lL 60616 (312)n6-2500 phone (312)226-2555fatl. aM rn@art can etnail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09550 - Wood Flooring
Ju\y21,1999-Page 2
2.10 Submiftals:
a. Product Data: Submit manufacture/s detailed technical product data and installation
instructions for each type of wood flooring. Include instructions for handling, storage,
installation, flnishing, protection, and maintenance.
b. Samples: Submit sets of range samples for each type of wood flooring. Including finish
where factory-finished flooring is required.
3. EXECUTION AND INSTALLATION
3.1 Examine substrates on which wood flooring will be installed and conditions under which work will
be performed and notify Contractor in writing of conditions detrimental to proper completion and
maintenance ofwood flooring. Do not proceed with work until unsatisfactory conditions have been
conected in manner acceptable to Installer.
3.2 Conditioning: Do not proceed with installation of wood flooring until spaces have been enclosed
and are at approximate humidity condition planned for occupancy. Condition of wood for 5 days
prior to start of installation by placing in spaces to receive flooring and maintaining ambient
temperature between 65 degrees F and 70 degrees F (18 degrees C and 21 degrees C) before,
during, and after installation. Open packages of wood flooring which are sealed (if any) to permit
natural adiustment of moisture content.
Preparation:
a. Wherever direct application of wood flooring to concrete substrate is indicated, test for
dryness before proceeding with installation. Test with 3% solution of phenolphthalein in
grain alcohol. Sprinkle a few drops on concrete at several locations. lf drops tum red, do
not proceed.
lnstallation:
a. General: Comply with flooring manufacturer's instructions and recommendations, but not
less than recommended by NOFMA in "Hardwood Flooring lnstallation Material" and by
recommendations of American Parquet Flooring Association, Inc., as applicable to type
flooring required.b. Pattem: Comply with pattern or direction of pattern for laying wood flooring as indicated or,
if not indicated, as directed by Architect.
c. Expansion Space: Provide expansion space at walls and other obstructions and
terminations of flooring, not less than 1/2' unless othenruise indicated on drawings. Unless
fully concealed by trim, fill expansion space with flush cork expansion strip. Nail shoe
molding or other trim to baseboard, rather than to flooring.
Felt Underlaymenl Where strip flooring nailed directly to subflooring, install flooring over layer of
asphalt saturated felt.
Protection:
3.4
3.5
Anderson/Miller, Ltd. 329 West'18s Street, Suite600 Chicago, lL 60616 (312)226-2500 phone (312)226-2555 fa< AMI rn@aormm +mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 09550 - Wood Flooring
Ju|y21,1999-Page 3
a. Protecl completed wood flooring during remainder of construction period with heavy Kraft
paper or other suitable covering, so that flooring and finish will be without damage or
deterioration at time of acceotance.
3.7 ExtraStocUReolacementMaterial:
a. Leave surplus material and large off cuts at the property on completion of work.
3.8 Protect the work of other trades from damage by installation of wood flooring. Conect any damage
by cleaning, repairing or replacing.
r r * r * END sEcfloN 09550 r * * r*
Anderson/l\ililler, Ltd. 329 West 18h Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312)226-2555 fax AMr rD@eol cnm +mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 09600 - Marble and Stonework
July21, 1999-Page 1
1. SCOPE OFWORK
1..1 The General Contractor in accordance with the specifications , SECTION 00700 - GENERAL
CONDITIONS, shall furnish the necessary labor and materials to perform the requirements of the
work soecified herein.
1..2 The extent of marble and stone work shall include but is not limited to the following:
a. Furnish and install random match slate flagstone tile flooring as noted on drawings and
sPecified herein.
b. Furnish and install all 3/4" stone slab counter tops and splashes as noted on drawings and
specified herein.
c. Furnish and install all black metal hansition strips as noted on the drawings and specified
herein.
d. Alternate #1 - Furnish and install stonekock fireplace cladding and hearth as noted on the
drawings and specified herein.
e, Prepare/level all slab, floor and wall surfaces as required for level installation (to be
included in this contract).
f. Review Architectural (AD Details) and Fixture Orawings (FD) for additional information on
all marble and stone should be in this section.
2. MATERIALSANDMETHODS
2..1 Stone floor tiles to be thick set in random flagstone paftern, Type and species to be per material
reference sheets this section.
2.2 Stone tops and splashes (3/a" thick) to be provided and installed under this section in
coordination with architectural drawings and details. Type and species to be per material
reference sheets this section.
2..3 Alternate #1 - Stone cladding at fireplace to be rounded, molded random and smooth stream bed
stone. Stone to be thickset in mortar bed. Hearth and shelf pieces to be slab cut. Type and
species to be per material reference sheets this section.
2..4 Installer: A firm with a minimum of five years experience in the successful installation of marble
units of similar sizes and shapes and of simihr quantities to the units required for this project.
2.5 Stone tile to be thin set over thoroughly dried leveling bed. Leveling bed to installed as required
and included in this contract.
Anderson/Miller,Ltd, 329West 18hSkeet,Suite600 Chicago, lL 6ffi16 (3121226-2500phone (3121226-2555tax AMUO@ao!.cqmemail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 09600 - Ma6le and Stonework
July 21, 1999 - Page 2
2..6 Portland Cement Mortar Insulation Materials: Provide materials to comply with ANSI 4108.1 as
required for installation method designated, unless otherwise indicated (thick set and thin set).
2'7 Thin bed mortar shall be 1 :1 portland cement/sand gauged with LAIICRETE 4237 Tile Setting
Liquid. Grouting material shall be Laticrete Dry Bond Grout and Joint Filler gauged with Laticrete
3701 Admix. Mortar and grout additives shall be as manufactured by Laticrete International (or
equal):
Laticrete Park North
Bethany, Connecticut 06525
2,,8 The setting and grouting mortars shall be weather, frost, shock and chemical resistant and shall
meet the following physical requirements.
Compressive shength 5,000 psi min.
Bond strength 500 psi min.
Water absorption 4.0% max.
Coefficient of Thermal Expansion same as concrete
3. EXECUTION & INSTALLATION
3..1 Shop and Setting Drawings: Submit shop and setting drawings of marble work. Show in detail
the jointing, dimensions sizes and locations of cutouts, relation to other trades, and all other
pertinent data and information.
3 .2 Carefully pack and load finished stone for shipment and take necessary precautions against
damage in kansit. Do not use material for blocking and packing which would cause staining or
discoloration and exercise care to prevent staining during the storage period.
3..3 Deliver packaged setting materials in the original packages and containers of the manufacturer.
Keep aggregate dry and free from soiling.
3..4 Accurately cut, dress, drill, flt and finish stone work to shapes and dimensions shown on
Drawings and final shop and setting drawings. Make exposed plane surfaces true in line.
3..5 Cut external corners with quirk-miter joints where shown; cut all other joints and edges square
and at right angles to face, and with backs parallel to face, Make rises straight, shape, true, and
continuous at joints.
3..6 Prior to installation examine surfaces to receive stone and do not proceed until any defects
detrimental to the finished work are corrected, including moisture protection, structural supports,
provision for expansion, or any other condition which might affect the finished work in appear-
ance, water tightness or integrity of the completed installation.
3.1 lf slab is uneven, provide and install leveling bed so that tile will sit with uniform edges. Maximum
variation of surface to receive tiles shall not exceed 1/8" in 8 - 0" from the required plane nor more
than 1116" oer foot.
Anderson/Miller, Ltd. 329 West 186 $treet, Suite 600 Chicago, lL 60616 (312)226-2500 phone 1312) 226-2555 fu AMLTD@aol.com e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AML Job#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09600 - Marble and Stonework
July 21 , 1999 - Page 3
1n
3..9
Verifr all measurements and dimensions, coordinate the installation of inserts for this work and
coordinate and schedule this work with the work of other trades. Give particular attention to the
location and size of cutouts required to accommodate mechanical, electrical, and other work or
adjoining construction, in accordance with the reviewed shop drawings for such trade.
Furnish dovetail anchor slots, wedge type inserts, and other items requiring building in to
concrete or masonry work, along with location drawings, in sufficient time so as not to delay job
progress.
Stone setting, anchoring, and pointing shall be in accordance with applicable requirements of
specifications of the Marble lnstitute of America, unless otherwise specified or shown.
Set stone in accordance with final setting drawings, level, plumb, square, and true with uniform
joints, accurately aligned with grain running in the direction shown. The quality of field cutting
shall be the same as for shop cutting.
After initial cleaning, provide non-staining temporary wood guards at corners and other surfaces
subject to damage. Protect work from damage due to subsequent building operations.
lmmediately prior to completion of the Work, clean stone by washing with water and bristle
brushes; removing all stains, di( and other discolorations. Do not use acids, cleaning compounds
or whe brushes. On completion of construction, remove all temporary protection.
The comoleied installation shall have the acceptance of the Operator and Architect. Installed
units which are chipped, cracked, or otherwise damaged or which, in the opinion of the Operator
and Architect, do not conform to the Specification requirements shall be removed and replaced.
Clean up: During the progress of the work, remove from the site all discarded marble, grout, etc,
at the end of each work day.
Protection: Protect the work of other trades from damage by marble installation, Conect any
damage by repairing, cleaning or replacing as required. At completion of work of other trades,
touch uo and restore all damaqed or defaced surfaces.
3..10
3..11
3..12
3,.13
3..14
3..15
3..16
* r r * * END SECTION 09600 * * * * *
Anderson/Miller, Ltd. 329 West 18h Skeet, Suite 600 Chicago, lL 6C616 (312)226-2500 phone (3121226-25551u AMLTD@aol,com e-mail
VAIL CASCADE CASCADE HOTEL AND CLUB # 93026.15 Material Reference
pROpERTy Atfredo,s FIN|SHES Stone DATE .,tutrZt. tggg
KEY DESCRIPTION MFG/SOURCE SWATCH
ST-1 Location: Service Station, Fireplace and Buffet
Area Flooring
Species: Flagstone Slate
Color: Rust- Multi
Size: Random
Pattem: 5T0601
Note: Stone to be thickset, Grout with setting mor
C"lr*ir ^^h^l^ r^ Aitl J^' n^^. ,,^l ^t^.l^ ;a^r^ll.
lmpex Development
2203 f iAvenue South
Seattle, WA 98134
(206)467-1972
Atten; Terry Thompson
Iar.
ai^-
Pretreat with sealer prior to grouti lg.
ST.2
r
Location: Buffet Countertop & Splashes
Species: Juperana Colombo
Finish: Polished
Size'. 3/l thick slab
Submit sample to AML for approval prior to installi
To Bid
tion.
ST.3 Location; Fireplace Cladding (Altemate #1)
Species: Rounded Smooth Streambed Stone
Color; Varied - Local
Size: Random
Pattem: Per Drawings
Note; Stone to be thickset. Grout with setting mo
Srrhmil eamnlc ln Altll fnr annrnvrl nrinr tn inqtall:
To Bid
Ldt .
tinn
Pretreat with sealer prior to grouti rg.
ST-4 Location: Fireplace Hearth and Shelf (Alternate #1
Soecies: .Black Absolute Granite
Finish: Honed
Size: Tn"thick slab
Submit sample to AML for approval prior to installi
) To Bid
0n.
Note: All stone and grout must be sealed with
a matte commercial sealer appropriate for the
application.
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09800 - Paint
July 21 , 1999 - Page 1
1. SCOPEOFWORK
1.1 The General Contractor in accordance with the specifications, Section 00700 - GENERAL
CONDITIONS, shall furnish the necessary labor and material to finish where scheduled and shown
on the drawings the paint and work as specified herein.
1.2 The oaint finish work shall include but is not limited to:
a. Service Bar and Cold Prep Double Doors and frame (both sides)
b. Radiator covers.
c. All ceilings andlor sofiits where noted on drawings.
d. All ceiling grilles and speakers, etc.
e. Miscellaneous painled areas - Review all Sections for painting work to be included in this
contracf-including, but not limited to, paint finishes associated with FD drawings.
f. Contractor must veriff existing painted conditions prior to purchase of paint to guarantee
compatibility of paint types.
2. MATERIALSANDMETHODS
2.1 Material used in the execution of this work shall be new and the best grade obtainable of their
respective type.
2.2 All materials, surface preparation and application shall be in accordance with the paint manufac-
'turers standards and recommendations. Surfaces shall be repaired to be flush with adjacent
su rfaces as necessary.
2.3 All finish coats shall be flat, washable enamel unless otherwise specilied.
2.4 Paint selections have been made from specific color systems and paint manufacturers. Where
General Contractor wishes to use other than specified system, he shall submit samples to the
Consultant for approval in the following format:
a. On 12" x 12" hardboard, provide two samples of each color and material, with texture to
simulate actual conditions. Resubmit each sample as requested until acceptable sheen,
color and texture is achieved.
b. On actual wood surfaces, provide two 4" x 8" samples ofeach natural and stained wood
finish as required. Label and identify each as to location and application.
2.5 General Contractor shall submit samples, actual paint and/or chips to Consultant for verification
prior to final application.
Andersoni l\,liller, Ltd, 329 West 18b Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312)226-2555 fax AMLTD(Oaol.com +mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
Alr/L Job #: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09800 - Paint
July 21 , '1999 - Page 2
2,6 Wood finish samples shall be submitted to the Consultant for approval; 3 variations: minimum size
12" x20" for approval, prior to final application.
2.7 All finish materials shall be treated with flame-retardant process where required by local code.
Should flame retardant process cause change in color and effect on finish material, General
Conhactor shall notify the Designer.
2.8 Deliver all materials to the job site in original, new and unopened packages and containers bearing
manufacturer's name and label, and the following information:
a. Number or title of material
b. Fed. Spec. number, if applicable
c. Manufacturer's stock number and date of manufacture
d. Manufacture/s name
e. Contents by volume, for major pigment and vehicle constituents
f. Thinning instructions
S. Application instructions
h. Color name and number
2.9 Apply water-base paints only when the temperature of surfaces to be painted and the surrounding
air temperatures are between 50 degrees F and 90 degrees F unless otherwise permitted by the
paint manufactureis printed inskuctions.
Apply solvenfthinned paints only when the temperature of surfaces to be painted and the
surrounding air temperatures are between 45 degrees F and 95 degrees F unless othenvise
permitted by the paint manufacturer's printed instructions.
3. EXECUTION AND INSTALLATION
3.1 Insoection
a. Examine the areas and conditions under which painting work is to be applied and remedy
any conditions detrimental to the proper and timely completion of the work. Do not proceed
with the work until unsatisfactory conditions have been conected in a manner acceptable to
the Applicator.
b. Starting of painting work will be construed as the Applicato/s acceptance of the surfaces
and conditions within any particular area.
Anderson/Miller, Ltd. 329 West 18b Street, Suite 600 Chicago, lL 60616 (3121226-2500 phone (312) 226-2555 fu AMLTD@aol.com +mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 09800 - Paint
July 21, 1999 - Page 3
c. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions other-
wise detrimental to the formation of a durable paint film.
Surface Preparation
a. General: Perform preparation and cleaning procedures in strict accordance with the paint
manufacture/s instructions and as herein specified, for each substrate condition.
(1) Remove all hardware accessories, machined surfaces, coverplates, lighting
fixtures, and similar items in place and not to be finish-painted, or provide surface-
applied protection prior to sudace preparation and painting opemtions. Remove, if
necessary, for the complete painting of the items and adjacent surfaces. Following
completion of painting of each space or area, reinstall the removed items using
workmen skilled in the trades involved.
(2) Clean surfaces to be painted before applying paint or surface treatments. Remove
oil and grease prior to mechanical cleaning. Program the cleaning and painting so
that contaminants from the cleaning process will not fall onto wet, newly painted
surfaces.(3) Do not apply paint to existing wallcovering. Completely remove existing wallcov-
ering and adhesive. Repair any damage to subshate.
b. CementitiousMaterials
(1) Prepare cemetitious surfaces of concrete, concrele block, cement plaster, drywall,
and cement-asbestos board to be painted by removing all efflorescence, chalk,
dust, dirt, grease, oils, and by roughening as required to remove glaze.
(2) Determine the alkalinity and moisture content of the surfaces to be painted by
performing appropriate tests. lf the surfaces are found to be sufiiciently alkaline to
cause blistering and burning of the finish paint, correct this condition before
application of paint. Do not paint surfaces where the moisture content exceeds that
oermitted in the manufacture/s printed directions.
Wood:
(1) Clean wood surfacesto be painted of all dirt, oil, orotherforeign substances with
scrapers, mineral spirits, and sandpaper, as required. Sandpaper smooth those
finished surfaces exposed to view, and dust off. Scrape and clean small, dry,
seasoned knots and apply a thin coat of white shellac or other recommended knot
sealer, before application of the priming coat. After priming, fill holes and
imperfections in flnish surfaces with putty or plastic wood-filler. Sandpaper smooth
when dried.
Materials Preparation
a. Mix and prepare painting materials in accordance with manufacture/s directions.
b. Store materials not in actual use in tightly covered containers. Maintain containers used in
3.2
3.3
Anderson/Miller, Ltd. 329 West 18h Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312) 226-2555 fax AMLTD@aol.mm e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09800 - Paint
July 21 , 1999 - Page 4
storage, mixing and application of paint in a clean condition, free of foreign materials and
residue.
c. Stir materials before application to produce a mixture of uniform density, and stir as
required during the application of the materials. Do not stir surface film into the material.
Remove the film and if necessary, strain the material before using.
3.4 Application
a. General:
(1) Apply paint in accordance with the manufacturer's directions. Use applicators and
techniques best suited for the substrate and type of material being applied.
(2) Apply additional coats when undercoats, stains or other conditions show through
the final coat of paint, until the paint film is of uniform finish, color and appearance.
Give special attention to insure that all surfaces, including edges, corners, crevices,
welds, and exposed fasteners receive a dry film thickness equivalent to that of flat
surfaces.
(3) Paint surfaces behind movable equipment and furniture the same as similar
exposed surfaces. Paint surfaces behind permanently fixed equipment or furniture
with prime coat only before final installation of equipment.(4) Paint interior surfaces of ducts, where visible through registers or grilles, with a flat,
non-specular black paint.
(5) Finish exterior doors on tops, bottoms and side edges the same as the exterior
faces, unless othenryise indicated.
(6) Sand lightly between succeeding enamel or varnish coats.(7) Omit the first coat (primer) on metal surfaces that have been shop-primed and
touch-up painted, unless otherwise indicated.
b. Scheduling Painting:
(1) Apply the first-coat material to surfaces that have been cleaned, pretreated or
otherwise prepared for painting as soon as practicable after preparation and before
subsequent surface deterioration.(2) Allow sufficient time between successive coatings to permit proper drying. Do not
recoat until paint has dried to where it feels flrm, does not deform or feel sticky
under moderate thumb pressure, and ihe application of another coat of paint does
not cause lifting or loss of adhesion of the undercoat.
c. Minimum Goating Thickness:
(1) Apply each material at not less than the manufacture/s recommended spreading
rate, to establish a total dry film thickness as indicated or, if not indicated, as
recommended by coating manufacturer.
3.5 Clean-Uo And Protection
Anderson/Miller, Ltd. 329 West 18h Street, Suite 600 Chicago, iL 60616 (312) 226-2500 phone (312) 226-2555 fa1 AMLTD@aol.com e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09800 - Paint
July 2'1 , 1999 - Page 5
a. Clean-Up: During the progress of the work, remove from the site all discarded paint mater-
ials, rubbish, cans and rags at the end of each work day.
(1) Upon completion of painting work, clean window glass and other painfspattered
surfaces. Remove spattered paint by proper methods ofwashing and scraping,
using care not to scratch or othenrllse damage finished surfaces.
b. Protection: Protect work of other trades, whether to be painted or not, from damage by
painting and flnishing work. Conect any damage by cleaning, repairing or replacing, and
repainting.
(1) Provide'Wet Paint'signs as required to protect newly painted finishes. Remove
temporary protective wrappings provided under sections for protection of adjacent
work, after completion of painting operations.(2) At the completion of work of other trades, touch-up and restore all damages or
defaced surfaces.
' * * i * END SECTION 09800 * * * * *
Anderson/Miller, Ltd, 329 West'18h Street, Suite 600 Chicago, lL 60616 (312) 226-2500 phone (312) 226-2555fay AMLTD@aol.com e-mail
VAIL CASCADE HOTEL AND CLUB # 93026.15 Material Reference
pROpERTy Alfredo's FINISHES paint DATE Juty21.1999
KEY DESCRIPTION MFG/SOURCE SWATCH
PT-1 Location: Radiator Covers and Ceiling Register
Grilles & Speakers at Gyp. Board Insets or Wood
Clad Ceilings
Color: 1UM32A Brown Clove
Finish: Semi-Gloss
Devoe or equaf
PT-2 Location: Hollow Metal Doors and Frames at
Kitchen/Cold Prep Area
Color: 3WA26-6 Vermilion
Finish: Semi-Gloss
Devoe or Equal
PT.3 Location: Gypsum Board Ceiling Insets
Color: 1UM32A Brown Clove
Finish: Flat
Devoe or Equal
PT-4 Location: Existing Concealed Spline Ceiling
Color: 3W22-2 Brighton Beige
Finish: Flat
Devoe or Equal
PT-5 Location: Gypsum Board Headers/Soffits
Color: 3W22-2 Brighton Beige
Finish: Flat
Devoe or Equal
t t-0 Location: Ceiling Alarms, Speakers at Spline
Ceilings
Color: 3W22-2 Brighton Beige
Finish: Semi-Gloss
Devoe or Equal
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTI0N 09900 - Wallcovering
July 21, 1999 - Page 1
1. SCOPEOFWORK
1.1 The General Contractor in accordance with the soecifications Section 00700 - GENEML
CONDITIONS, shall furnish the necessary labor and materials to install where scheduled and
shown on the drawings the wallcoverings as specified herein.
1.2 The wallcovering work shall include but is not limited to the following:
a. Installation of owner supplied wallcoverings as scheduled.
b. Verification of suitable substrate for wallcovering application.
c. Remove all existing wallcovering (all layers). Patch walls as required to receive new
wallcovering (f such work to be included in this contract).
d. Remove existing coverplates and reinstall following instaliation of wallcovering. Any plates
lost by wallcovering installation to be replaced by same contractor.
2, MATERIALSANDMETHODS
2.1 Materials used in execution of this work shall be new and the best grade obtainable of their
respective type.
2,2 All material, surface preparation, and application shall be in accordance with the wallcovering
manufacturer's standards and recommendation. Wall surfaces shall be repaired to be flush with
adjacent surfaces.
2.3 General Contractor shall take all measurements necessary and prepare a schedule of quantities
(yardage, rolls or square feet) of each material specified. The schedule shall be presented with bid
proposal to the Owner for purchasing. This schedule shall also include any quantities to be
installed under Section 06400 - Architectural Woodwork.
2.4 All wallcovering shall be provided by the Owner.
2.5 Wallcovering adhesive shall be provided by this contract and shall be in accordance with
Wallcovering Manufacturer's recommendations. Provide materials that are mildew-resistant and
nonstaining to the wallcovering. Wallcovering Adhesive to be shippable type. Use Roman
#1 1605, Hammond, Indiana or equal.
2.6 All finish materials shall be treated with flame retardant process where required by local code.
Should flame retardant process cause change in color and ef{ect on finish material, Contractor
shall notify the Consultant.
2.7 Prior to installing any material, wallcovering contractor shall check material for defects, shading,
proper selection and shall confirm and verify each material with the Consultant.
Andersoni Miller, Ltd, 329 West'18h Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (3121226-2555lu Afi,llTD@aol.com e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 09900 - Wallcovering
July 21, 1999 - Page 2
3, EXECUTION AND INSTALLATION
3.1 General Contractor shall patch walls as required to match adjacent wall finish prior to installation of
wallcovering. All walls to be finished and prepped as required for smooth installation.
3.2 lt shall be the responsibility of the General Contractor to see that work is properly prepared to
receive wallcovering as specified. lf work is not properly prepared, wallcovering contractor shall
notif Architect prior to proceeding with the work.
3.3 Installer must examine the areas and conditions under which wallcovering is to be installed. Notify
the Owner in writing of conditions detrimental to the proper and timely completion of the work. Do
not oroceed with the work until unsatisfactorv conditions have been conected in a manner
acceptable to the installer.
3.4 Dimensions in the plans, specifications and the drawings are to be considered as approximates.
Conhactor shall be required to carefully check in the field all dimensions and other conditions
affecting his work. The Contractor shall be held solely responsible for proper installation of the
wallcovering in all areas designated. Inexperience or lack of skill on the part of the installers does
not relieve the Contractor from responsibility for the proper execution of the work and other
requirements specifi ed herein.
3.5 Store materials in original undamaged packages br containers. Do not store any part of the
wallcovering in an upright position. Maintain temperature in storage area above 40 degrees F. and
not more than 65 degrees F., for at least 24 hours before installation.
3.6 Preparation
a. Remove the wallcovering material from its packaging and allow to acclimatize to the area of
installation 24 hours before application.
b. General: The wallcovering shall not be installed when the building is excessively cold and
damp, or hot and dry. Temperature and humidity conditions closely approximating the
interior conditions that exist when the building is occupied shall be maintained before,
during and after installation of wallcovering. Gypsum wall board shall be complete and dry,
clean, smooth and shucturally sound, withjoints reinforced, taped and bedded. In general,
preparation of surfaces shall be done in skict accordance with the manufacturer's printed
inskuctions. Wall board shall have been previously sealediprimed.
c. Nail and Screw Heads: Nicks, gouges or other surface imperfections shall be spotted with
joint cement and sanded smooth.
d. Moisture Check Backing shall be free from excessive moisture (less than 4 7o) per
manufacturer's standard recommendations for installation.
e. Protection: Proper precautions shall be taken to protect all finished surfaces over or against
which the wallcovering work must be done. Any staining, scratching, marking, etc., of
surfaces that is caused by lack of proper precautions and protection shall be removed
Anderson/Miller, Ltd. 329 West 186 Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312)226-2555 fax AMLTD@aol.com email
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 09900 - Wallcovering
July 21, 1999 - Page 3
and/or conected at the exDense of the Contractor.
Job Conditions
a. Maintain a constant minimum temperature of 70 degrees F., at areas of installation for at
least 48 hours before, during and 48 hours after the application of materials.
b. Areas to receive applications must have a reasonably constant temperature of 70 degrees
F. measured at floor level.
Installation
a. General: Wallcovering shall be installed at locations where noted in the Finish Schedule,
on the Drawings and as detailed in the manufacture/s printed installation instructions, and
as specified below.
b. Examination of Wallcovering materials: Prior to start of application, patterns and/or colors
and repeats in design shall be examined. Patterns shall be lined up, matched and/or
alternately reversed, depending upon colors and textures in order to obtain uniform appear-
ance, resulting in the design intended. Each roll of wallcovering shall be checked for wide
variations in shades. Shades of similar values shall be used on the same wall.
Prior to commencing installation of the wallcovering, the Conttactor shall confer with the
wallcovering manufacturer concerning the most efficient and correct way of executing the
installation. The manufacturer's recommendations shall be considered binding and final
unless otherwise determined by the Owner.
Commencement of wallcovering installation by the Conhactor shall be an indication of his
acceptance of the substrate and he will automatically assume the responsibility for any
unacceptable finished work caused by substrate condition.
All wallcovering patterns and fabric grain will match horizontally and be perfectly level.
Place wallcovering panels consecutively in the order they are cut from rolls, including filling
of spaces above or below openings as required. Hang by reversing alternate strips except
on match patterns.
Apply adhesive to back of wallcovering and place in accordance with the manufacture/s
instructions. Install seams vertically and plumb, and at least 6" away from any corner,
horizontal seamswill notbepermitted, Placewallcoveringcontinuouslyoverinternal and
edernal corners. Overlap seams and double-cut to assure tight closure. Roll, brush, or use
a broad knife to remove air bubbles, wrinkles, blisters and other defects. In general, only
full width of the wallcovering shall be applied to attain the most satisfactory application.
Remove switch plates, wall plates, towel bars, graphics, and surface-mounted fixtures, and
cut wallcovering evenly to the edges of the outlet box or support. Reinstall all fixtures as
listed above following the instaltation of the wallcovering using tradesmen skilled in the
f.
3.7
3.8
0.
a.
n.
Anderson/Miller, Ltd. 329 West 18s Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312J 2m-2555 td AMLTD@aol.com e-rnail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 09900 - Wallcovering
July 21 , 1999 - Page 4
various disciplines.
i. Trim salvages as required to assure color uniformity and pattern match at seams.
j. Remove excess adhesive flnished seams using warm water and a clean sponge, and wipe
0ry.
k. Install wallcovering with an intimate substrate bond, smooth clean, without wrinkles, gaps ot
overlaps.
l. lf mill flaws affecting the appearance, color or textures of the wallcovering are discovered
during the installation, installers shall be required to notify the Owner at once. Cuts from
rolls with such flaws shall not be installed without the specific approval of the owner.
3.9 Defective Application
a. The following criteria will be used to consider defective application and/or workmanship:
(1) Loosening (2) Wrinkles
(3) Air Bubbles
(4) Sagging
(5) Spotting
(6) Bulking
(7) Sealing (8) Seams not tight, smooth or even
b. This contractor shall be responsible for all work pertaining to wallcovering, including
grounds and filling.
c. All work, once accepted by this Conkactor, becomes his responsibility to correct if improper-
ly installed.
d. Wallcovering, due to faulty application and/or workmanship, shall be replaced by the
Contractor as approved by the Designer at no additional cost to the Owner.
3.10 Clean Up And Protection
a. During progress of the work, remove from the site all discarded wallcovering materials,
rubbish cans and rags at the end of each work day.
b. Upon completion of wallcovering work, clean window glass and other adjacent surfaces
using care not to damage or scratch finished surfaces.
c. Protect work of other trades from damage by wallcovering work. Corect any damage by
cleaning, repairing or replacing. At the completion of work of other trades, touch-up and
restore all damaged or defaced surfaces.
* * * r r END SECTION 09800 * i tr *
Anderson/Miller, Ltd. 329 West 1Bh Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (31212?6-2555(ax AMLTD@aol.mm e-mail
VAIL CASCADE HOTEL AND CLUB # 93026-15 Material Reference
pROpERTy Atfredo's FINISHES Watrcovering DATE Juty21.1999
DESCRIPTION
Location: Wallcovering Main Dining Area
Pattem: Pinetex Vl 4KPS0656
Width: 36'
Wt./Ly.: 9 3/8 oz.
Repeat Random Match
Note: Product is paper backed.
MDC
1200 Arthur Avenue
Elk Grove, lL. 60007
(800)621-4006
Attn: Lynell Oyen
Location: Service Station
Pattem: Luxor - LUX-5013
Color: Tones
Width: 54" wide
Wt./Ly.: 20 oz.
Repeat: none
Note: Scrim backed.
JML Lynne
1157 Merchandise Mart
Chicago, lL 60654
(800)645-5044
Attn: Tina Wendt
VAIL CASCADE HOTEL AND CLUB # 93026.15 Material Reference
pROpERTy Atfredo's FINISHES ResiUenr Finishes DATE Juty 21, 1999
DESCRIPTION MFG/SOURCE
Location: Kitchen Floor and Base
Series: Cheminert'lC' - Dexicide w/
Waterproof Membrane
Thickness: 118'-W
Color; 612 Maroon
Note: Base to be integral. Contractor to follow
and determine underlayment requirements based
Dex-O-Tex
15 Salt Creek Lane - Suite 101
Hinsdale, lL 60521
(630)654-1600
COMPANION PRODUCTS
DEX-O-TFX CHf MINERI lC" is a
rapidly setting, two coat epoxy flooring
which can be installed and ready {or
use within one day The material has
negligible odor and can be aPPlied
within in-service food facilities. Typical
thickness is 7a' (3,1mm).
DE(-o-lE( TEK-CRF|E is a lointless
urethane composition floor which
provides exceptional resistance to
chemical attack and thermal shock. lt is
applied to thicknessess of 1/4" (6,3mm)
to 3/8" (9,5mm). Withstands extremely
heaw impact and abrasive w€ar.
Tek-Crete is fast-setting (oveqright cure)
and has no odor.
DEX-O-TEX CHEMINERT "f is a rapidly
installed, seltleveling epoxy f looring
for institutional and moderate-duly
industrial service, including "clean
rooms" and aerospace manufacturing.
DEX O-TEX CHEMINERT "CFS" is a
composite flooring consisting of a
/leled epoxy basecoat with a
trble multicolor quartz aggregate
,^r I 'cd ,^ areas (vPvuur, v!ui:Jlv
where skid-retardance and decoratton
are requiremenis. Thickness is 3/'a"
(4,8mm)
4
DEX-O-TEX CHEM-REZ is the product
ot the most advanced Novolac-epoxy
chemistry. Due to its trghter cross-
linking, Dex-O-Tex Chem-Fez produces
a tloor which is substantiallv more
chemically resistant than convenllonal
epoxies. Chem Rez resists attack
lrom acids and solvent sprllage in an
exceplionally wide range and at very
high concentralrons.
Chem-Rez, which is 0remium
priced, should only be used where its
special chcmrcal tesislant properlies
are actually required.
Dex-O-Tex Chem'Fez is installed in
thicknesses kom %" (3jmm) tot/i'
(6,3mm). Chem'Rez is also available In
thinner coating-thickness applicalions
DEX-O-TEX TERRACOLOR is a
troweled epoxy f loor incorporatlng
colored aggregates embedded in a
pigmented base coat. ApPlied 14"
(6,35mm) in thickness, it is coated with
a clear resin linish coat. Terracolor is the
logical choice wherever a combination
of resistance to heavy abrastve wear
and decorative appeal is required.
DEX-O-TEX
Cheminert
DE(-O-IE( CHEMINERT is a troweled
epoxy resin mmposition flooring, lt
creates a thin-section, seamless
surface featuring heavy-duty durability
and resistance lo a large number of
conosive materials. For maximum
chemical resistance consider use of
either Dex-O-Tex Chem-Rez or
Dex.O-Tex Tek-Crete (See Companion
Products Section this page), Cheminert
is available in a range of finished
textures and slip-resistant profiles. lt is
readily coved up at bases. Special
types, suitable for installation over damp
surfaces or in cold temperatures, are
available. Dex-O-Tex Cheminert is
waterproof in conjunction with a
Dex-O-Tex Membrane,
As an option, Dex-O'Tex Cheminert is
available in the Oexcide series whrch
incorporates antimicrobial chemistry to
control the growth of microorgants,rs
(bacteria, fungr, etc.) on the floor
surface.
Dex-O-Tex Cheminert is USIrA
accepled, FDA comphant and meels
all state VOC requirements.
USES:
Manufacturing Areas
Food Processing
Institutional, Hotel and Restaurant
Kitchens
Pharmaceutical Plants
Animal Facilities
Loading Docks
Wastewater lrealment Facrlilres
Containment Areas
DE(.O-TE( CHEMINERT "K'
Thickness: 7a"-%" (3,17-6,35mm)
wejght: 3lbs. (14,6 kg/rnz) at %"
Compressrve Strength 11,000ps i
(772 kg/cm2)
Installs over: Concrete (new and
existing), metal, ceramic, tile,
wood, etc.
{J
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECJFICATIONS
SECTI0N 15000 - Food Service Equipment
july 21, 1999-Page 1
,1. SCOPE OF WORK
1.1 See enclosed specifications on following sheets.
Anderson/Miller, Ltd. 329 West 18s Street, Suite 6@ Chjcago, lL 60616 (312)226-2500 phone 1312)22625551u MlID@aglcgm e-mail
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. Foodservice equipment.
1.02 RELATED SECTIONS:
TRA #2299
A. Refer to General Conditions, Supplementary Conditions, and applicable provisions of
Division 1 for additional instructions.
B. Refer to Section 15 - Mechanical; for applicable provisions and sections regarding
mechanical services, including, but not limited to, rough-ins, grease traps, steam traps,
drain haps, atrnospheric vents, valves, pipes and pipe fittings, ductwork, and other
materials necessary to complete final connections to individual items as specilied in this
Section; not work of this Section.
C. Refer to Section 16 - Electrical; for applicable provisions and sections regarding
electrical services, including, but not limited to, rough-ins, wiring, discormects and other
materials necessary to compiete final connections to individuai items as specified in this
Section; not work of this Section.
D. Work included in other Sections - Provision of all wall, floor, and/or ceiling/roof
openings, recesses, sleeves, and,/or conduits; and equipment pads, as required for
installation of items included in this section. Also sealing of these openings, recesses,
sleeves, etc., after installation of the equipment items, as required. Not work of this
Section.
E. Work included in other Sections (applicable to Projects with existing equipment.) -
Disconnection of existing equipment to be relocated and/or reused; and disconnection
and removal of existing equipment which will not be reused, sha1l be as determined and
designated by the Architect in other Sections; not work of this Section.
1.03 DEFINITIONS:
A. Furnish - Supply and deliver to Project Site, ready for unloading, unpacking, assembly,
installation, and similar operations.
B. Install (set in place) - Operations at Project Site including actual unloading, unpacking,
assembly, erecting, placing, anchoring, applying, ftnishing, curing, protecting, cleaning,
and similar operations; ready for final utility connections by other Sections as
appropnate.
C. Provide - Furnish and install; complete, ready for intended use.
FOODSERVICE EQUIPMENT IULY 21,1999
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VAIL, COLORADO
TRA#2299
D. Contractor - All references to the Contractor in this Section 11400, shall refer to the
Kitchen Equipment (Sub-)Contractor. Reference to any other Contractor, shall be
specific; such as Plumbing (Sub-)Contractor, Electrical (Sub-) Contractor, Architect
desigaated, etc.
I.O4 SPECIFIERIDENTIFICATIONSYSTEM:
A. Each Item number in this specification section includes the Specifier ID number *T022,
to identify Thomas Ricca Associates, Englewood, Colorado, as the specifuing consultant
for this project. This code is part of the intemational Specifier Identification System
(SIS) used throughout the foodservice industry. Its purpose is to identify the specifier to
equipment venders and manufacfurers in the event that requests for clarification or other
such communication with Thomas Ricca Associates is necessary during bid preparation
and project execution. Submission ofa bid on this project requires maintenance of this
number on all project correspondence, including fax and e-mail, when communicating
with manufacturers and/or their representatives; and is not to be removed from any
documentation by the bidder. Upon bid acceptance, the Conhactor agrees to maintain
this code on all purchase orders and correspondence generated for this Project.
1.05 LAWS, ORDINANCES AND STANDARDS:
A. STANDARDS: Except as otherwise indicated, comply with the following standards as
applicable to the manufacture, fabrication. and installation of the work of this Section:
l. Air Conditioning and Refrigeration Institute (A.R.I): Comply with the
applicable regulations and references of the latest edition of standards for remote
refrigeration system(s), components and installation.
J.
American Gas Association (A.G.A.): Comply with A.G.A. standards for gas
heated equipment, and provide equipment with the A.G.A. seal. Automatic
salbfy pilots to be provided on all equipment, where available. (Canadian Gas
Association or alternate testing lab's seals may be accepted; if acceptable to local
code jurisdictions.)
American National Standards Institute (A.N.S.I.): Comply with A.N.S.I.
221-Series standards for gas-buming equipment, and provide labels indicating
name of testing agency.
American National Standards Institute (A.N.S.I.): Comply with A.N.S.I. B57.1
for compressed gas cylinder connections, and with applicable standards of the
Compressed Gas Association for compressed gas piping.
American National Standards Institute (A.N.S.I.): Comply with A.N.S.I. A40.4
and 440.6 for water connection air gaps and vacuum breakers.
5.
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4.
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLT'B
VAIL, COLORADO
TRA#2299
8.
9.
10.
t2.
lJ.
6. American Society of Heating, Refrigeration and Air Conditioning Engineers
(A.S.H.R.A.E.): Comply with the applicable regulations and references of the
latest edition of standards for remote refrigeration system(s), components and
installation.
7.American Society of Mechanical Engineers (A.S.M.E.): Comply with A.S.M.E.
Boiler Code requirements for steam generating and steam heated equipment;
provide A.S.M.E. inspection, stamp and registration with National Board.
American Society for Testing and Materials (A.S.T.M.): Comply with A.S.T.M.
C1036 for flat glass.
American Society for Testing and Materials (A.S.T.M.): Comply with A.S.T.M.
C1048 for heat treated flat glass - Kind HS, Kind FT coated and uncoated glass.
American Welding Society (A.W.S.): Comply with A.W.S. D1.1 structural
welding code.
National Electric Code (N.E.C.): Comply with N.F.P.A. Volume 5 for electrical
wiring and devices included with foodservice equipment, A.N.S.I. C2 and C73,
and applicable N.E.M.A. and N.E.C.A. standards.
National Electrical Manufacturers Association (N.E.M.A.): Comply with
N.E.M.A. LD3 for high pressure decorative laminates.
National Fire Protection Association Q.I.F.P.A.): Comply with the appltcable
sections of the N.F.P.A. for exhaust hood. ventilators. duct and fan materials.
hoods fire suppression systems, construction and installation; as well as, local
codes and standards.
11.
14. National Sanitation Foundation (N.S.F.)I Comply with the latest Standards and
Revisions established by N.S.F. Provide N.S.F. Seal of Approval on each
applicable manufactured item, and on items of custom fabricated work. (UL
Sanitation approval and seal may be accepted; if acceptable to local code
jurisdictions.)
15. Sheet Metal and Air Conditioning Contractor's National Association
(S.M.A.C.N.A.): Comply with the latest edition of S.M.A.C.N.A. guidelines for
seismic resfaint of kitchen equipment, and the applicable local regulatory
agencies requirements.
16. Underwriters Laboratories (U.L.): For electrical components and assemblies
provide either U.L. labeled products or, where no labeling service is available,
"recognized markings" to indicate listing in the UL "Recognized Component
Index". (Canadian Standards Association or alternate testing lab's seals may be
accepted; if acceptable to local code jurisdictions.)
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11400-3 o FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLTIB TRA#2299
VAIL, COLORADO
17. UL 300 Standard: Wet chemical fire suppression systems for exhaust
hoods/ventilators shall comply with these requirements.
18. American with Disabilities Act (ADA): Comply with requirements, as applicable
to this Proiect.
19. Refrigeration Service Engineers Society (R.S.E.S.): Comply with the applicable
regulations and references of the latest edition of standards for remote
refrigeration system(s). components and installation; and the 1995 requirements
of the Montreal Protocol Agreement.
20. All refrigerants used for any purpose, shall comply with the 1995 requirements
of the Montreal Protocol Agreement, and subsequent revisions and amendments.
No CFC refrigerants shall be allowed on this Project.
21. All refrigeration components installation, repairs, and/or associated work on any
refrigeration system, self-contained or remote, shall be performed by a Certified
Refri eeration Mechanic.
22. Comply with atl applicable local codes, standards and regulations, and any
special local conditions (example only: City Of Los Angeles Testing Lab
requirements).
1.06 CONTRACTOR'S QUALIFICATIONS:
A. In addition to requirements of Relate d Sections I .02.A, submit evidence of compliance
with the following qualifications and conditions.
1. Five (5) years minimum continuous operation under the same company name
and ownership.
2. Evidence of Company finanoial stability, and financial ability to complete this
Project without endangering that stability.
3. List of comparable size and scope projects completed in the last five (5) years,
with Owner's contact name and telephone number.
4. Have manufacturer's authorization to purchase, distribute, and install all items
specified with this Project.
5. Maintain a staff or have access to personnel with a minimum of five (5) years
experience in the installation of comparable size and scope projects.
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VAIL, COLORADO
TRA#2299
6. Maintain or have access to a fabrication shop meeting NSF standards and
labeling requirements. (UL Sanitation approval and seal may be accepted; if
acceptable to local code jurisdictions.) Ifother than the Contractor's own
fabrication shop, they shall have five (5) years minimum experience in the
fabrication of comparable size, scope, and level of quality projects; and the
Contractor shall submit their company name and credentials to the Architect,
which shall have the right of approval or disapproval.
7. Maintain a staff or have access to personnel experienced in the preparation of
professional style shop drawings and submittals.
8. Maintain or have access to manufacturer's authorized service personnel; together
with readily available stock of repair and replacement parts.
B. Any sub-conhactor employed by this Contractor, for this Project, shall comply the same
qualifi cation requirements.
1.07 SUBSTITUTIONS:
A. Submit bids for the specific manufacturer and model, size, capacity and accessories, as
specified or shown on the drawings.
B. Requests for substitutions must be submitted and approved in writing by the Architect.
All substitutions and request for substitutions shall comply with conditions and
requirements as stated in article 1 .08.
C. If custom fabricated items are submitted and accepted as a substitute to standard
manufactured items, these items shall meet the specifications of the specified
manufactured items, and in general, the fabrication sections which follows.
1.08 APPROVED SUBSTITUTIONS AND/ORLISTED ALTERNATES:
A. Substitutions approved as noted in article 1.07, and/or any Listed Altemate
manufacturers listed in these Itemized Specifrcations, or added by Addendum, may be
utilized, in lieu of the primary specified manufacturer; with the tbllowing conditions and
understanding.
1. The Project Documents are designed and engineered using the primary specified
manufacturer and model. The Conhactor shall assume total responsibility for
any deviations required, due to the utilization of a substitutionlaltemate
manufacturer or model; including, but not limited to, fitting alternates into the
available space, providing directions for required changes, and assuming any
associated cost for utility, building, architectural, or engineering changes.
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11400-5 o FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
TRA#2299
2. The Contractor shall be responsible for supplying the model which is equal to
the primary specified model; in regards to general function, features, options,
sizes, accessories, utility requirements, finish, operation, and listing approvals. If
it is determined by the Owner or their appointed representative at any time
dunng the construction and installation, and prior to the final acceptance of the
Project, that the substitution/altemate model submitted is not equal to the
primary specified model, the Contractor shall assume all associated cost and
implications required to replace the model submitted, with the correct model.
3. The bid proposal shall clearly state any substitutions/alternates which will be
utilized; including the manufacturer and model number. The proposal shall also
include a data sheet for each substitution/altemate, with any and all deviations
between the primary specified manufacturer and the substitution/altemate
manufacturer. itemized and listed on the data sheet. Submittal of the
manufacturers' cut sheets only, shall not be acceptable as the data sheet.
Complex alternates such as utility distribution systems, exhaust hoods,
ventilators, etc. shall include a shop drawing specific to the Project.
6.
Inclusion of an altemate manufacturer in the Itemized Specifications is not
intended to indicate that there is an equal altemate unit to match every primary
specified unit. It shall be the responsibility ofthe Contractor to insure that the
alternate unit submitted matches the primary specified unit; and meets the other
conditions, as stated above.
Manufacturers not approved as substitutions, or iisted as a Listed Alternate will
not be permitted, unless submitted for prior approval, as described above and in
the General and Supplementary Conditions, and applicable Division-1
Specifications Sections.
Submittal of a substitution/altemate manufacturer or model, shall indicate
agreement to the above stated conditions. Solely at the Owner's discretion,
failure to comply with any of these conditions, or to supply complete and correct
data information, shall result in the Contractor being required to provide the
primary specified manufacturer, at no additional cost to the Owner; or to adjust
the Contract cost.
1.09 DISCREPANCIES:
A. Where discrepancies are discovered befween the drawings and the specifications,
regarding quality or quantity, the higher quality or the greater quantity shall be included
in the Bid Proposal. Notiff the Architect, in writing, of any discrepancies discovered;
and await clarification prior to proceeding with the items or areas in question.
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A
5.
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
1.10 SUBMITTALS:
TRA#2299
A. Rough-In Drawings:
1. Submit one (1) set in reproducible hansparency form for approval. After
approval, reproduce and supply the required number of distribution prints for
record and construction purposes.
2. Submrt l/4 inch (1:50) scale rough-in drawings for approval. These drawings
shall be dimensioned; showing location of ducts, stubs, floor and wall sleeves,
for ventilation, plumbing, steam, electrical, refrigeration lines, and concrete base
and curb dimensions as required for equipment so supported.
3. Site-verif, mechanical, electrical and ventilating rough-in and sleeve locations.
4. Maintain one record set with any related coffections, revisions, additions,
deletions, changes, etc. noted during construction and installation; and provide
an "as-built" set in reproducible transparency form at the completion of this
phase ofthe Project.
5. The Contractor shall be responsible for the accuracy ofthe information on their
submittals.
6. In the event rough-ins have been accomplished before award ofthis contract, the
Contractor shall check the existing facility and make adjustments to their
equipment to suit building conditions and utilities, where possible. If not
possible, so state in a letter with reasons, and an alternate method and pricing, to
the Owner and Thomas Ricca Associates.
B. Shop Drawings:
1. Submit one (1) set in reproducible transparency form for approval. After
approval, reproduce and supply the required number of distribution prints for
record and construction purposes.
2. Submit shop drawings for items of custom fabrication included in this conhact.
Shop drawings shall be submitted at 3/4 inch (1:20) and/or 1-1i2 inch (l:10)
scale and shall show dimensions, materials, details of construction, installation
and relation of adjoining work requiring cutting or close fitting. Shop drawings
shall also indicate reinforcements, anchorage and related work required for the
complete installation of fixtures.
3. Before proceeding with the fabrication of any item, the Contractor shall be
responsible for verifuing and coordinating all dimensions and details, with site
dimensions and conditions.
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FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
C. Product Data Manuals:
TRA#2299
1. Submit six (6) bound sets of manufacturer's specifications sheets with complete
and specific information; including model numbers, options and accessories
provided, exact utility requirements, and similar information on all items of
standard manufacture. Distribute one additional copy of installation and start-up
instructions to the Installer. Mark each data sheet with the applicable project
equipment item number. Each data sheet to include N.E.M.A. plug and
receptacle configuration for applicable items, where applicable.
D. Architect's/Consultant's review ofdrawings, shop details, product data brochures, and
service and parts manuals is for general conformance with the design concept and
contract documents. Markings or comments shall not be conskued as relieving the
Contractor from compliance with the contract documents, nor departures therefrom. The
Contractor remains responsible for details and accuracy, for confirming and correlating
aII quantities and dimensions, for selecting fabrication processes, for techniques of
assembly, and for performing their work in a safe, satisfactory, and professional manner.
1.11 OPERATIONAND MAINTENANCE DATA MANUALS:
A. Service And Parts Manuals: Three (3) bound sets of service and parts manuais shall be
furnished for items of standard manufacture before final acceptance of installation by
Owner. Manuals to be in alphabetical order, according to manufachuer.
B. Service Agency List: Submit, with the service and parts manuals, a complete list of
local service agencies for included manufacturers, complete with telephone numbers.
C. Provide video tapes for maintenance, kaining, operation, etc where available from the
manufacfurer.
I.I2 SCHEDULE;
A. General: Time is of the essence in this agreement arid acceptance constitutes a guarantee
that the Contractor can and will obtain materials, equipment and manpower, upon notice
to proceed, to permit overall completion of the entire building project on schedule. The
Contractor shall coordinate their work with the progress schedule, as prepared and
updated periodically by the General Contractor or Construction Manager.
B. Anticipated delays, not within the realm of control of the Contractor, shall be noted in a
written notification to the Foodservice Consultant and the Architect, immediately upon
the Contractor's realization that delays are imminent.
C. Failure of manufacturers to meet promised delivery dates will not grant relief to the
Contractor for failure to meet schedules; unless the Contractor can establish, in writing,
that orders were received by the manufacfurer, with reasonable lead times.
FOODSERVTCE EQUIPMENT IULY 21,1999
11400-8
VAIL CASCADE HOTEL AND CLUB TRA#2299
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D. Extra charges resulting from special handling or air shipment in order to meet the
schedule, will be paid by the Contractor; if insufficient time was allowed in placing
factory orders.
1.13 PRODUCTHANDLING:
A. Delivery Of Materials: Deliver materials (except bulk materials) in manufacturer's
containers fully identified with manufachrrerrs name, trade name, type, class, gmde, size,
color and item number.
B. Storage Of Materials, Equipment And Fixtures: Contractor is responsible for receiving
and warehousing of equipment and fixtures, until ready for installation. Store materials,
equipment and fixtures in sealed containers. Store off the ground and under cover,
protected from damage.
C. Handling Materials And Equipment: Veriff and coordinate conditions at the building
site, particularly door and/or wall openings, and passages, to assure access for all
equipment. Pieces too bulky for existing facilities shall be hoisted or otherwise handled
with apparatus as required. A11 special handling equipment charges shall be arranged for
and paid for by the Contractor.
1.14 PRODUCTPROTECTION:
A. The Contractor is responsible, during the progress ofthe project, to protect their
equipment against theft or damage, until final acceptance by the Owner. Items delivered
to the job site at the Owner's or Contract Managerrs request before the site is ready for
installation; should be signed for, as delivered; by the Owner or Contract Manager.
B. Use all means reasonable to protect the materials of this Section before, dunng, and after
installatron: and to Drotect the associated work and materials of the other trades.
C. Pre-fabricated walk-in boxes, on-site and installed in advance of the rest of the
equipment, are not to be available for or used as general storage by other hades; and
should be locked before leaving the site. Damage and theft resulting from the failure to
secure boxes shall be repaired or replaced at Contractor's own expense.
1.15 WARRANTY:
A. Unless otherwise noted in Related Sections 1.02.,4., items fumished shall be fully
guaranteed against defects in workmanship and material(s) for one full year after issue of
Certificate Of Occupancy, or the equivalent. Should a Temporary Certificate Of
Occupancy be issued for partial completion of work, the items fumished within that
designated area shall be under warranty from the date ofissue of that Certificate. Repairs
and replacements will be made by the Conhactor or their service agent without charge to
the Owner, and within a reasonable time.
FOODSERVICEEQUIPMENT ruLY2l, 1999
11400-e
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VAIL, COLORADO
B. Additional Warranty: Refrigeration systems shall include start-up and one-year service
and maintenance contract, in addition to the regular one-year warranty as stated above;
plus additional four-year warranty on sealed portions ofcondensing units, including
refrigerant lost. This shall include all refrigerators, ice cream makers and cabinets, ice
makers, freezers, dispensers, walk-in coolers/freezers compressors, and/or any other
items with refrigeration system(s).
PART 2 - PRODUCTS
2.OI EQUIPMENT:
A. Equipment schedule: Refer to schedule on Foodservice Drawings and Part 6 Itemized
Specihcations for equipment included in this Section.
2.02 MATERIALS:
A. Metals:
1. Stainless Steel: AISI Type 3021304, hardest workable temper, No.4 directional
polish.
2. Galvanized Steel Sheet: ASTM A526, except ASTM 4527 for extensive
forming; ASTM 4525, G90 zinc coating, chemical treatment.
a. Where painted finish is indicated, provide mill phosphatized treatment
in lieu of chemical treatment.
3. Steel Sheet: ASTM 4'569 hot-rolled carbon steel.
4. Galvanized Steel Pipe: ASTM A53 or ASTM A120, welded or seamless,' schedule 40, galvanized.
5. Steel Structural Members: Hot rolled or cold formed, carbon steel unless
stainless steel is indicated.
a. Galvanized Finish (G.L): ASTM 4.123 hot-dipped zinc coating, applied
after fabrication.
6. Aluminum: ASTM 8209/8221 sheet, plate and extrusions (as indicated); alloy,
temper and finish as determined by manufacturer/fabricator, except 0.40-mi1
natural anodized finish on exposed work unless another finish is indicated.
B. Plastic Laminate: NEMA LD3, Type 2, 0.050" thick, except Type 3, 0.042" for post-
forming smooth (non-texhred). Color and texture as selected by the ArchitecV Interior
Designer.
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l. Comply with N.S.F. No. 35.
2. Veneered with approved waterproof and heat proof cement. Rubber base
adhesives are not acceptable.
3. Applied directly over close grained plywood, such as solid Mahogany or solid
Birch, of selected, smooth, sanded stock to ensure a smooth ripple-free
laminated surface; or commercial grade fumiture particle board, Cortron or
equal.
4. If specified plywood or particle board is unavailable, submit specifications and
sample of alternate material for approval.
5. Exposed faces and edges shall be faced with l/16 inch (1.6mm) thick material.
Corresponding backs are to be covered with approved backing and balancing
sheet material. No unfinished exposed plywoodlparticle board will be acceptable
C. Hardwood Work Surfaces: Laminated edge grained hard maple (Acer saccharum),
NHLA First Grade with knots, holes and other blemishes culled out, kiln dried at 8
percent or less moisture, waterproof glue, machined, sanded, and finished with N.S.F.
approved oil-sealer.
D. Insulation:
1. For low temperature applications, such as ice bins, cold pans, or fabricated under
counter freezers, use urethane, rigid board foam or foamed-in-place; not less
than 2 inches (50mm) thick, except that vertical surfaces ofcold pans and ice
bins may be 1 inch (25mm) thick. Insulation shall be bonded at joints, to
prevent condensation on exterior.
2. For refrigerated applications such as fabricated under counter refngerators, use
urethane rigid board foam or foamed-in-place, or styrofoam rigid board foam 2
rnches (50mm) thick, bonded at joints.
3. For heated type applications, such as plate warrners, use block type rock wool,
minimum I inch (25mm) thicr<.
4. At counter tops, subject to heat from cooking equipment and refrigeration
compressors, use I inch (25mm) thick B&Z Products (1-800-999-0890) Marinite
I, or equal, to insulate underside of top.
5. Marinite material shall be added between freezer or refrigerator, and 14 gauge
(2.0) stainless steel top.
6. A1l insulation shall be fully encased or enclosed.
FOODSERVICE EQUIPMENT JULY 21, 1999
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E. Joint Materials:
TRA#2299
l. Sealants: I -part or 2-part, pollurethane or silicone based, liquid elastomeric
sealant, non-solvent release type, Shore A hardness of 30, except 45 if subject to
traffic.
2. Backer Rod: For 3/8 inch or larger joints, shall be polyurethane rod stock, larger
than joint width.
3. Gaskets: Solid or hollow (but not cellular) neoprene or polyvinyl chloride; light
grey, minimum of40 Shore A hardness, self-adhesive or prepared for either
adhesive application or mechanical anchorage,
F. Paint And Coatings:
1. Provide the types of painting and coating materials which, after drying or curing,
are suitable for use in conjunction with foodservice, and which are durable,
non-toxic, non-dusting, non-flaking, mildew resistant, and comply with
goveming regulations for foodservice .
2. Gahanize Repair Paint: MIL-P-21035.
3. Bituminous Paint: Sound deaden intemal surfaces of metal work, and underside
of metal counters and tables between work top and underbracing.
4. Pretreatment: SSPC-PT2 or PT3. of FS TT-C490.
5. Primer Coating for Metal: FS TT-P-86, t)?e suitable for baking, where
indicated.
6. Enamel for Metal: Synthetic type, FA TT-P-491, type suitable for baking, where
indicated.
2.03 FABRICATEDPRODUCTS:
A. Hardware :
1. General: Manufacturer's standard, but not less than ANSI 156.9 Type 2
(Institutional), satin finish stainless steel or dull chrome finish on brass, bronze,
or steel.
2. Hinged Door Hardware: Hinged doors shal1 be mounted with heary duty N.S.F.
approved hinges with Component Hardware Group, Model No. P62-1010 pulls,
or equal. Catches shall be heary-duty magnetic t1pe, except as otherwise
indicated..
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3. Drawer Hardware: Slides to be 200 pounds minimum capacity per pair, 300
series stainless steel, full extension, side-mounting, self-closing fype, with
stainless steel ball-bearings and positive stops; Component Hardware Group
Series S52, or equal. Pulls shall be Component Hardware Group, Model No.
P62-1012, or equal.
4. Sliding Door Hardware: Sliding doors shall be mounted on large, quiet ball
bearing rollers in 14-gauge (2.0mm) stainless steel overhead tracks, and be
removable without the use oftools. Bottom of cabinet shall have stainless steel
guide-pins and not channel tracks for doors.
5. Al1 hardware shall be identified with manufacturer's name and number, so that
broken or worn parts may be replaced.
B. Casters:
1. Tlpe and size as recommended by caster manufacturer, N.S.F. approved for the
type and weight of equipment supported; but not less than 5 inch (127mm)
diameter heavy-duty, ball-bearing, solid or disc wheel with non-marking grease
proof rubber, neoprene or polyrrethane tire; unless otherwise specified.
Minimum width of tread shall be l-3116 inch (30mm). Minimum capacity per
caster shall be 250 pound (113.akg), unless otherwise noted in itemized
specifications.
2. Solid material wheels to be provided with stainless steel rotating wheel guard.
3. To be sanitary, have sealed wheel and swivel bearings and polished plated finish
per N.S.F.
4. Uniess otherwise indicated, equip each item with two (2) swivel-type casters and
two (2) fixed casters. Provide foot brakes on two (2) casters on opposite comers
of equipment.
5. Unless equipment item is equipped with another form of all-around protective
bumper, provide circular rotating bumper above each caster, 5 inch (127mm)
diameter tire of light grey synthetic rubber (hollow or closed-cell) on
cadmium-plated disc.
C. Plumbing Fittings, Trim And Accessories:
1. General: Where exposed or semi-exposed, provide bright chrome plated brass or
polished stainless steel units. Provide copper or brass where not exposed.
2. Vacuum Breakers: Provide with foodservice equipment as listed in the itemized
specifications.
FOODSERVICEEQUIPMENT ruLY21,1999
11400-13
VAIL CASCADE HOTEL AND CLI.IB
VAIL, COLORADO
TRA#2299
Water Outlets: At sinks and at other iocations where water is supplied (by
manual, automatic or remote control), fumish commercial quality faucets,
valves, dispensers or fill devices, of the type and size indicated, and as required
to operute as indicated.
Waste Fittings: Except as otherwise indicated, fumish 2 inch (50mm)
remote-lever waste valve, and 3-112 inch (89mm) strainer basket.
D.Electrical Materials:
L General: Provide standard materials, devices and components as recommended
by the manufacturer or fabricator, selected and installed in accordance with
N.E.M.A. standards and recommendations; and as required for safe and efficient
use and operation of the foodservice equipment, without objectionable noise,
vibration and sanitation problems.
Before ordering equipment, confirm with the serving electrical utility, pertinent
electrical requirements, such as actual voltages available, number ofphases and
number of wires in the system.
Electrical work for fabricated equipment shall be completely wired to a junction
or pull box, wholly accessible, mounted on the equipment. Wiring shall be
labeled for outlet or item served. Verify local requirements for U.L. Listing on
complete assembly, and provide if required.
Components shall bear the U.L. label or be approved by the prevailing authority.
Custom fabricated refrigerator units shall be provided with vapor tight light
receptacles, shatterproof lamps and automatic switches. Wiring shall be
concealed.
6. Controls and Signals: Provide recognized commercial grade signals, on-offpush
buttons or switches, and other speed and temperature controls as required for
operation; complete with pilot lights and permanent signs and graphics to assist
the user ofeach item. Provide stainless steel cover plates at conhol and signal
electrical boxes. Controls and switches are to be located out ofheat zones,
easily accessible, and in locations that preclude accidental contact by employees.
7 . Internal Wiring of Fixtures and Equipment:
a, The Contractor shall be responsible for internal wiring of electrical
devices, built into or forming an integral part of fabricated equipment
items. Wiring to be in metal conduit, to an accessible pull-box, tagged
for intended use. Refer to Section 16 Specifications for color coding of
wirine.
ruLY21,1999
11400-14
J.
A
L.
a J.
4.
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB TRA#2299
VAIL. COLORADO
b. Each standard item shipped in sections, shall be properly connected
internally, and verified by the Contractor.
c. Fumish dish washers and conveyors intemally wired to junction box or
distribution panel as specified; including push button switches, motors,
immersion heaters, solenoids, etc.
d. Where light fixtures are specified or detailed as part ofcounters, cases or
fixtures; light fixtures, lamps and shields shall be fumished and
installed. Warm white lamps shall be provided, unless otherwise
specified. If fluorescent light fixtures are specified, ballasts shall be
provided and shields shall be included. Shields shall be provided for all
light fixtures.
e. Wiring for built-in strip heaters or immersion-type elements shall be
provided as follows:
1. In heat zone: shall have U.L. approved insulation and be not less
than 300-vo1t rated heat resistant insulation with nickel wire.
2. Connection wiring extended in raceway or conduit to junction or
pull box, shall be not less than 600 volt rated heat resistant
insulation covered wire, U.L. approved, or equal.
f. Wiring for fabricated refrigerator and freezer cabinets shall be U.L.
approved, insulated, cable; from exterior junction box to internal
components, within insulation, unless code requires metallic conduit:
l. Conduit shall be Electrical Metallic Tubing, rigid or flexible
(Greenfield). For freezer applications, Seal-Tite FIex or
approved equal shall be used.
2. Intemal wiring shall be U.L. approved rubber covered 600 volt
rated conductor, except door heaters, which shall be Nicluome
wire with silicone braided jacket, having resistance of 10.4 watts
per lineal foot.
3. Convenience outlets, lighting receptacles, (rubber or porcelain)
and door switches, shall be mounted in approved boxes.
Convenience outlets for evaporators, shall be twist lock type.
Solid connections, as for freezer evaporators, shall be made
vapor tight.
MY 21,1999
11400-1s o FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB TRA #2299
VAIL, COLORADO
E. Exposed flexible steel conduit on kitchen equipment, shall be neoprene
jacketed Seal-Tite conduit equal to Anaconda type "UA". U.L.
approved, complete with approved liquidtight connectors on each end;
designed to provide electrical gounding continuify.
h. Exposed electrical conduit used in kitchen wet area applications, except
for flexible connections, shall be rigid, galvanized steel. Thinwall
conduit (EMT) shall not be permitted for wet areas. Exposed outlet
boxes shall be liquid{ight type, with threaded hubs.
8. Convenience and Power Outlets:
a. Make cutouts and install appropnate boxes or outlets in fabricated
fixtures, complete with wiring, conduit, outlet and stainless steel cover
plate.
b. Outlets and plugs shall conform to N.E.M.A. standards.
c. Electrical outlets and devices shall be first quality "Specification Grade".
d. GFCI outlets shall be fumished where adjacent to sink compartments, as
per the National Electrical Code .
9. Plugs and Cords: Where cords and plugs are provided, they shall comply with
National Electrical Manufacturer's Association OI.E.M.A.) requirements.
Indicate N.E.M.A. configuration for each applicable item.
10. Heating Equipment:
a. Electric and heating equipment shall be so installed as to be readily
cleanable or removable fot cleaning.
b. Steam heated custom fabricated equipment shall be a self-contained
assembly, complete with control vah'es located in an accessible position.
11. Motors: Totally enclosed t)?e, except drip-proof type where not exposed to a
dust or moisture condition; ball bearings, except sleeve bearings on small timing
motors; windings impregnated to resist moisture; horse-power and dufy-cy€le
ratings as required for the service indicated.
12. Power Characteristics: Refer to Section 16 Specifications for project power
characteristics. Also, refer to individual e quipment requirements, for loads and
ratlnss.
ruLY 21, 1999
11400-16
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLI-IB
VAIL, COLORADO
2.04 FABRICATION OF METALWORK:
TRA#2299
A. GeneralFabricationResuirements:
1. Remove buns from sheared edges of metalwork, ease the comers and smooth to
eliminate cutting hazard. Bend sheets of metal, at not less than the minimum
radius required to avoid grain separation in the metal. Maintain flat, smooth
surfaces, without damage to finish.
2. Reinforce metal at locations ofhardware, anchorages and accessory attachments;
wherever metal is less than 14 gauge (2.0mm), or requires mortized application.
Conceal reinforcements to the greatest extent possible. Weld in place, on
concealed faces.
3. Exposed screws or bolt heads, rivets and butt joints made by riveting straps
under seams and then filled with solder, will not be accepted. Where fasteners
are permitted, provide Phillips head, flat or oval head machine screws. Cap
threads with acom nuts, unless fully concealed in inaccessible construction; and
provide nuts and lockwashers unless metal for tapping is at least 12 gauge
(2.5mm). Match fastener head finish with finish of metal fastened.
4. Where components of fabricated metal work are indicated to be galvanized, and
involve welding or machining of metal heavier than 16 gauge (1.6mm),
complete the fabrication and provide hot-dip galvanizing ofeach component,
after fabrication, to the greatest extent possible (depending upon available
dip-tank sizes). Comply with ASTM A123.
5. Welding And Soldering:
a. Materials l8-gauge (1.27mm), or heavier, shall be welded.
b. Seams and ioints shall be shop welded or soldered as the nature of the
matenal may requlre.
c. Welds must be ground smooth and polished to match original finish.
d. Where galvanizing has been bumed off, the weld shall be cleaned and
touched up with high grade aluminum paint.
6. Provide removable panels for access to mechanical and electrical service
connections, which are concealed behind or within foodservice equipment, but
only where access is not possible and not indicated through other work.
7. Closures: Where ends of fixtures, splashbacks, shelves, etc., are open, fiIl by
forming the metal, or welding sections, if necessary, to close entire opening
flush to walls or adjoining fixtures.
FOODSERVICE EQUIPMENT IULY 21,1999
11400-17
VAIL CASCADE HOTEL AND CLT]B
VAIL, COLORADO
TRA#2299
8. Rolled Edges: Rolled edges shali be as detailed, with comers bullnosed, ground
and polished.
9, Coved Comers: Stainless steel foodservice equipment shall have l/2 rnch
(l3mm) or larger radius coves in horizontal and vertical comers, and
intersections, per N.S.F. standards.
B. Metal Aad Gauqes:
l. Except l, otn"*i." indicated, fabricate exposed metalwork of stainless steel;
and fabicate the following components from the gauge of metal indicated, and
other components from not less than 20 gauge (0.Smm) metal:
a. Table and counter tops: 14 gauge.
b. Sinks and drainboards: 14 gauge.
c. Shelves: 16 gauge.
d. Front drawer and door panels: 18 gauge (double-pan
type).
e. Single pan doors and drawer fronts; 16 gauge.
f. Enclosed base cabinets: 18 gauge.
g. Enclosed wall cabinets: 18 gauge.
h. Exhaust hoods and ventilators; 18 gauge.
i. Pan-type insets and trays: 16 gauge.
j. Removable covers and panels: 18 gauge.
k. Skirts and enclosure panels: 18 gauge.
1. Closure and trim strips over 4" wide: 18 gauge.
m. Hardware reinforcement: 12 gauge.
n. Gusset plates: 10 gauge.
C. Work-Surface Fabrication:
1. Fabricate metal work surfaces by forming and welding, to provide seamless
construction; using welding rods matching sheet metal, grrnding and polishing.
Where necessary for disassembly, provide waterproof gasketed draw-[pe joints
with concealed boltins.
2. Reinforce work surfaces 30 inches on center both ways, with galvanized or
stainless steel concealed structural members. Reinforce edses which are not
self-reinforced, by formed edges.
D. Metal Top Construction:
l. Metal tops shall be one-piece welded consfuction, including field joints. Secure
to a full perimeter galvanized steel channel frame cross-braced not farther than
2'-6" (760mm) on center. Fasten top with stud bolts or tack welds. If hat
sections are used in lieu of channels, close ends.
FOODSERVICE EQUIPMENT ruLY 21, 1999
11400-18
VAIL CASCADE HOTEL AND CLUB TRA#2299
VAIL, COLORADO
2. Properly designed draw fastening, trim strip, or commercial joint materiai to suit
requirement shall be used, only if specified.
E, Structural Framins:
1. Except u.'orn"r*rr. indicated, provide framing of minimum I inch (25mm)
pipe-size round pipe or tube members, with mitered and welded joints and gusset
plates, ground smooth. Provide 14 gauge (2.0mm) stainless steel tube for
exposed framing, and galvanized steel pipe for concealed framing.
2. Where indicated, flange rear and end edges up to form splashes integrally with
top, with vertical and horizontal corners coved of not less than l/4 inch (6mm)
radius, die formed. Tum back splashes 1 inch to wall across top and ends with
rounded edge on break, unless othetwise specified.
3. For die-crimped edges, use inverted "V' 112 inch (13mm) deep inside and 2 inch
(38mm) deep on outside, unless otherwise shown. For straight down flanges,
make 1-314 inch (45mm) deep on outside. For bullnose edges, roll down 1-3/4
inch (45mm).
4. Edges: die-formed, integral with top. For rounded comers, form to I inch
radius, weld, polish to original finish.
F. Field Joints: For any field joint required because of size of fixture; butt-joint, reinforce
on underside with angles of same material, bolt together with non-corrosive bolts and
nuts, field weld, grind and polish.
G. Pipe Bases; Construct pipe bases of 1-5/8 inch (41mm) diameter 18 gauge ( I .2mm)
stainless steel tubing. Fit legs with polished stainless steel sanitary adjustable buliet feet
to provide for adjustment of approximately l-ll2 inch (38mm), without exposing
threads. Space legs to provide ample support for tops, precluding any possibility of
buckling or sagging, and in no case more than 6'-0" centers.
H. Legs And Crossrails
1. Equipment legs and crossrails shall be 1-5/8 inch (4lmm), l6-gauge (1.59mm)
stainless steel tubing.
2. Welds at cross rails shall be continuous and sround smooth. Please notel tack
welds are not acceDtable.
3. Bottom of legs sha1l be swedged inward and fitted with a stainless steel
bullet-type foot with not less than 2 inch (50mm) adjustment.
4. Free standing legs shall be pegged to floor with 1/4 inch (6mm) stainless steel
rod.
FOODSERVICE EQUIPMENT ruLY 21, 1999
I1400-19
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
c.
TRA#2299
Metal Top Tables and Dish Tables: Welded to galvanized steel
channels, l4-gauge (1.98mm) or heavier, anchored to top with screws
through slotted holes.
Wood Top Tables: Welded to stainless steel channels, l4-gauge
(1.98mm) or heavier, anchored to top with screws through slotted holes.
ruLY21,1999
11400-20
5.Components:
a. Stainless Steel Gusset: Stainless steel exterior to fit l-5l8 inch (41mm)
tubing, with allen screw for fastening and adjustrnent. Not less than 3
inches (76mm) diameter at top and 3-314 inch (95mm) long. Outer shell
16-gauge (l.6mm) stainless steel, reinforced with 12-gauge (2.5mm)
mild steel insert welded interior shell, or approved equal.
b. Stainless Steel Low Counter Legs: Stainless steel exterior 5-3/4 lnch
(146mm) minimum, 7 inch (178mm) maximum length with stainless
steel3-112 inch (89mm) square plate with four counter-sunk holes,
welded to top for fastening.
c. Stainless Steel Adjustable Foot: Stainless steel 1-ll2 inch (38mm)
diameter tapered at bottom to I inch (25mm) diameter, fitted with
threaded cold rolled rod for minimum l-112 inch (38mm) diameter x3/4
inch (l9mm) threaded bushing plug welded to legs, or approved equal.
Push-in foot not acceptable.
Legs shall be fastened to e quipment with gussets, as follows:
a. Sinks: Reinforced with bushines and set screw.
6.
b.
J.
Shelves:
1. Construct solid shelves under pipe base tables of 16 gauge stainless steel, with
l-ll2 inch tumed down and under edges on exposed sides, and 2 inch turn up
against walls or equipment. Fully weld to pipe legs.
2. In fixtures with enclosed bases, tum up shelves on back and sides with 1/4 inch
(6mm) (minimum) radius and feather slightly to ensure a tight fit to enclosure
panels.
Sinks:
L Construct sinks of 14 gauge stainless steel with No.4 finish inside and outside.
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
TRA#2299
2. Form back, bottom and front ofone piece, with ends and partitions welded into
place. Partitions: double thickness, 1 inch minimum space between walls.
Multiple compartments shall be continuous on the exterior, without applied
facing strips or panels.
3. Cove interior vertical and horizontal corners ofeach tub not less than 1/4 inch
radius, die formed. Outer ends of drainboards to have ro11 rim risers not less
than 3 inches high.
4. Drill faucet holes in splashes 2-112 inches below top edge. Verifu center spacing
with faucet specified.
5. Sink insets shall be deep drawn of 16-gauge (1.59mm), or heavier, polished
stainless steel. Weld into sink drainboards with l-l/2 inch x l-1/2 inch x l4
gauge stainless steel angle brackets; securely welded to sinks and galvanized
cross angles spot welded to underside ofdrainboards to form an integral part of
the installation.
6. The bottom ofeach compartment shall be creased such as to ensure complete
drainage to waste opening. Slope bottom of sink bowls toward outlet.
Drains And Wastes and Faucets:
1.Fumish and install Component Hardware model DSS-8000 tlpe 316 stainless
steel rotary drain assembly with connected overflow assembly E50-1000, in
die-drawn inset type sinks and bain marie sinks.
Other custom fabricated sinks shall be furnished with Component Hardware
model DSS-8000 fype 316 stainless steel rotary drain assembly, with S/S cap
nut over overflow outlet. Waste connection shall have 2 inch (50mm) external
thread size, withl-ll2 inch (38mm) intemal thread size.
Rotary Handle: Of sufficient length to extend to front edge of sink. No riveting,
screws or soldering permitted to fit drains to sinks, with all parts of drains easily
removable for servicing and replacement.
Water pans for steam tables shall be fitted with I inch (25mm) drains with
chrome-plated brass stand pipes.
A1l faucets furnished with equipment included in this Section shall be lead free
and comply with NSF Standard #61, Section #9; such as manufactured by
Fisher, Chicago, or T&S. Where the itemized specifications list a faucet by
manufacturer and model, the Contractor shall verifu that the listed faucet
complies with this requirement. If the listed faucet does not comply, the
Contractor shall submit a similar model which does comply, from the same
manufacfurer where availablet or from one of the above manufacturers.
IULY 21,1999
11400-21
K.
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4.
5.
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB TRA#2299
VATL, COLORADO
L. Workmanship:
1. Best quality in the trade. Field verify dimensions before fabricating; conform all
items to dimensions of building; neatly fit around pipes, offsets and other
obstructions.
2. Fabricate only in accordance with approved shop drawings, showing pipes,
obstructions to be built around, and location of utilities and services.
M. Enclosures:
l. Provide enclosures, including panels, housings, and skirts for service lines,
operating components and mechanical and electrical devices associated with the
foodservice equipment, except as specifically indicated to be "open".
2. Where equipment is exposed to customer view, provide enclosure of service
lines, operating components and mechanical and electrical devices.
N. Casework:
1. Enclosure: except as otherwise indicated, provide each unit of casework (base,
wall, overhead and free-standing) with a complete-enclosure metal cabinet,
including fronts, backs, tops, bottoms, and sides.
2. Bases shall be made of l8-gauge (l.27mm) stainless steel sheets reinforced by
forming the metal.
3. Ends, partitions and shelves are stainless steel.
4. Unexposed backs and structural members are galvanized.
5. Vertical ends and partitions are single wall, with a 2 inch (50mm) face.
6. Sides and through partitions are flush with bottom rail, welded at intersections.
7. Shelves: Provide adjustable standards for positioning and support of shelves in
casework; except bottom shelf of cabinet mounted on legs or as specified. Tum
back of shelf units up 2 inches, and hem. Tum other edges down to form open
channel. Reinforce shelf units to support 40 pounds per square foot loading,
plus 100 percent impact loading.
8. Bottom front rail ofbases set on masonry platform shall be continuously closed
and sealed to platform.
ruLY 21, 1999
11400-22
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL. COLORADO
TRA#2299
O. Doors:
1. Metal doors shall be double-cased stainless steel. Outer pans shall be l8-gauge
(l.27mm) stainless steel with corners welded, ground smooth and polished.
Inner pan shall be 2O-gauge (.95mm) stainless steel fitted tightly into outer pan
with a sound-deadening material such as Celotex or stynofoam used as a core.
The two pans shall be tack welded together and joints solder filled. Doors shall
finish approximately 314 inch (l9mm) thick, and be fitted with flush recessed
type stainless steel door pulls.
2. Wood doors shall be fabricated as detailed. If formica or other plastic surfaces
are used, sides and backs must be laminated.
3. Hinged doors shall be mounted on heary-duty N.S.F. approved hinges, or as
noted on plans or specifications.
P. Drawer Assemblies:
1. Assemblies shall consist of removable drawer body mounted in a ball bearing
slide assembly with fully enclosed housing.
2. Slide assembly consists ofone pair of200 pound stainless steel roller bearing
extension slides, with side and back encloswe panels, front spacer angle, two
drawer carrier angles, secured to slides and stainless steel front.
3. Drawer bodies for generai storage are to be 20 inches x 20 inches (508mm x
508mm), with 18 gauge stainless steel or Royalite containers.
4. Drawers intended to hold food products shall be removable type with 12 x20
(305mm x 508mm) stainless steel food pans, in a stainless steel assembly.
5. Drawer fronts are double cased, 314 inch (19mm) thick, with 18 gauge (1.27mm)
stainless steel welded and polished ftont pan. Steel back pan is tightly htted and
tack welded. Sound deaden with rigid insulation matenal.
6. Provide drawers with replaceable soft neoprene bumpers; or for refrigerated
drawers, a full perimeter soft gasket.
a Closed Base: Where casework is indicated to be located on a raised-floor base, prepare
casework for support without legs, and for anchorage and sealant application, as required
for a comoletelv enclosed and concealed base.
IULY 21,1999
11400-23
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL. COLORADO
TRA #2299
R. Support from Floor: Equip floor supported mobile units with casters, and equip items
indicated as roll-out units, with manufacturer's standard one-directional rollers.
Otherwise, and except for closed-base units, provide pipe or tube legs, with adjustable
bullet-design feet for floor supported items of fabricated metalwork. Provide 1- l/2 inch
adjustment of feet (concealed threading).
S. Shop Painting:
1 . Clean and prepare metal surfaces to be painted; remove rust and dirt. Apply
treatment to zinc coated surfaces which have not been mill phosphatized. Coat
welded and abraded areas of zinc coated surfaces, with galvanize repair paint.
2. Apply 1.5 mil (dry film thickness) metal primer coating, followed by 2, l.0 mil
(dry film thickness) metal enamel finish coatings.
3. Bake primer and finish coatings in accordance with paint manufacturer's
instructions for a baked enamel finish.
T. Sound Deadenine:
l. Sound deaden underside ofmetal tops, drainboatds, undershelves, cabinet
interior shelves, etc., above the underbracin g reinforcinglframing on1y.
2.05 FILTER EXHAUST HOODS AND WATER WASH \IENTILATOR FABRICATION:
A.Filter Exhaust Hoods:
J.
18 Gauge type 304 stainless steel extemal welded consfruction, in accordance
with the latest edition of N.F.P.A. No.96, including all applicable appendices.
Exposed welds to be ground and polished.
Grease Removal: U.L. classified, non-adjustable, stainless steel grease filters,
with drip-channel gutters, drains and collection basins.
Llght Fixtures: Furnish type of fixture specified. Fixtures shall be U.L. listed for
hoods, N.S.F. approved, with sealed safety lenses, with stainless steel exposed
conduit for wiring.
Exhaust Duct: Fumish welded stainless steel formed duct collars at ceiling or
wall duct connections, where exposed. Furnish exposed to view ductwork as
specified. Verify size and location of duct connections required in this contract,
before fabrication. Other ductwork will be bv the Mechanical Section.
JULY 21,1999
11400-24
1.
2.
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FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
TRA#2299
5. Fire Extinguishing System: Pre-piped liquid chemical or water fire suppressant
system, as specified; complying with applicable local and N.F.P.A. regulations.
Wet chemical fire suppression systems shall comply with UL 300 Standards.
B. Water Wash Ventilator:
2.
18 Gauge type 304 stainless steel extemal welded construction, in accordance
with the latest edition of N.F.P.A. No.96, including all applicable appendices.
Exposed welds to be ground and polished.
Control panel shall be of same manufacture as ventilator, with time clock conhol
for automatic operation. Provide stainless steel trim strips for recessed control
cabinet applications. Provide stainless steel chase for surface mounted control
panel, from top ofpanel to ceiling, fulI width and depth ofpanel.
Light Fixtures: Fumish type of fixture specified. Fixtures shall be U.L. listed for
hoods, N.S.F. approved, with sealed safety lenses, with stainless steel exposed
conduit for wiring.
Exhaust Duct: Furnish welded stainless steel formed duct collars at ceiling or
wall duct connections. Venfy size and location of duct connections required in
this contract, before fabrication. Other ductwork will be by the Mechanical
Section.
5. Fire Extinguishing System: Pre-piped liquid chemical or water fire suppressant
system, as specified; complying with applicable local and N.F.P.A. regulations.
Wet chemical frre suppression systems shall comply with UL 300 Standards.
2,06 REFRIGERATIONEQUIPMENT:
A. General:
t.Furnish either single or multiple compressor units, as specified or recommended
by the manufacturer for the sizes and variations between connected evaporator
loads as indicated.
Furnish units of the capacities indicated, arranged to respond to multiple-
evaporator thermostats and defrosting timers. Include coils, receivers,
compressors, motors, motor starters, mounting bases, vibration isolation units,
fans, dryers, valves, piping, insulation, gauges, winter control equipment and
complete automatic control system.
ruLY21,1999
11400-2s
l.
J.
A
2.
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
3,
B.Components:
TRAt+2299
4.
Refrigerant: Precharge units with type or types recommended by manufacturer
for services indicated, with quick-disconnect type connections where specified,
ready to receive refrigerant piping runs to evaporators and (where remote) to
condensers. All refrigerant and associated components shall comply with the
1995 requirements of the Montreal Protocol Agreement. No CFC reliigerants or
associated components shall be allowed on this Project. HFC refrigerants and
components shall be used where available. HCFC refrigerants and components,
with a minimum 20 10 phase-out date, and intermediate replacement refrigerants
are to be used only when HFC refrigerants are not available. Contractor shall be
responsible for coordinating with manufacturers.
The minimum outdoor operating ambient temperature for design of units is -10
degrees Fahrenheit, or as applicable for extreme low local conditions. The
maximum indoor design temperafure for operation of compressor units is 95
degrees Fahrenheit. The maximum outdoor ambient design temperature shall be
determined with prevailing conditions at mounting location(s) of compressor(s),
such as sun exposue, limited ventilation, high fences/walls, roof color and
materials, local climatic extremes, etc.; but in no case shall it be less than 100
desrees Fahrenheit.
1.Coils: Coils for fabricated refrigerators shall have vinyl plastic coatings,
stainless steel housings; and shall be installed in such a manner as to be
replaceable.
Expansion Valves: Remote refrigeration system shall be complete with
thermostatic expansion valves at the evaporator,
Thermometers:
Fabricated refrigerated compartments to be fitted with flush dial
thermometers, with chrome plated bezels.
Thermometers shall be adjustable, and shall be calibrated after
installation.
c. Thermometers shall have an accuacy of + 2 degees Fahrenheit (1
degree Centigrade).
Hardware:
Refrigerator hardware for fabricated refrigerator compartments shall be
heavy-duty components.
ruLY 21, 1999
11400-26
2.
J.
b.
A
FOODSERVICE EQUTPMENT
VAIL CASCADE HOTEL AND CLI'B
VAIL, COLORADO
C.
TRA#2299
b. Selfclosing hinges.
c. Latches to be magnetic edge mount type, unless specified or detailed
otherwise.
5. Locks: Doors and drawers for walk-in coolers/freezers, and reach-in refrigerated
compartments, both fabricated and standard, shall be htted with cylinder locking
type latches, and provided with master keys.
Cold Pans: Ice pans, refrigerated pans and cabinets shall be provided with breaker strips,
where adjoining top or cabinet face materials, to prevent transfer ofcold.
All open top mechanically cooled custom fabricated or standard buy-out refrigerators
and/or cold pans shall comply with NSF Standard #7 requirements, as of April 1, i998.
The Conhactor shall verify that the specified unit complies with this requirement; or
shall submit a similar model which does comply, from the same manufacturer where
available.
Ventilation Of Refrigerated Equipment:
Adequate ventilation shall be provided for custom fabricated equipment with
integral refrigeration condensing units, both built-in and drop-in. If flow
through ventilation cannot be provided, provide flow direction partitions and an
additional fan capable ofcooling the condensing unit.
If, in the opinion of the Contractor, additional room ventilation is required to
ensure correct operating temperatures of standard buy-out, custom fabricated, or
remote refrigeration condensing units, or compressor rack assemblies, they shall
so state in a letter to the Architect, for evaluation and decision.
2.07 MISCELLANEOUS MATERIALS AND FABRICATION:
Nameplates: Whenever possible, locate nameplates and labels on manufactured items,
in accessible position, but not within customer's normal view. Do not apply name-plates
or labels on custom fabricated work, except as required for compliance with governing
regulations, insurance requirements, or operator performance.
Manufactured Equipment Items: Fumish items as scheduled or herein specified. Verify
dimensions, spaces, rough-in and service requirements, and electrical characteristics,
before ordering. Provide trim, accessories and miscellaneous items for complete
installation.
ruLY 21, 1999
t1400-2'7
D.
E.
B.
1.
2.
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
TRA#2299
c.Insert Pans:
l.General: Cut-outs, openings, drawers, or equipment specifled or detailed to hold
stainless steel insert pans shall be provided with a full complement of pans as
follows:
a. One (1) stainless steel, 20-gauge (0.95mm) minimum, solid insert pan
for each space, sized per plans, details, or specifications.
b. Where pan sizes are not indicated in plans, details, or specifications,
provide one full-size pan for each opening.
c. Provide maximum depth pan to suit application and space.
Provide 18-gauge (l.27mm) removable stainless steel adapter bars where
applicable.
Al1 cut-outs and openings, or equipment specified or detailed to hold stainless
steel insert pans, shall be provided with a hinged stainless steel removable night
cover.
D. Tray Slides: Before fabrication of counters with tray slides, verif!:
1. Size and shape of tray. Edge oftray shall not overhang outer supporVslider by
more than 2". If edge of tray exceeds this dimension, notify Architect, in writing,
for evaluation and adjustment, if necessary.
2. Configuration of comers, tums, and shape of hay slides for proper support and
safe guidance of hays.
3. Tray slide to be capable of supporting 200 pounds per linear foot, live load.
E. Self-leveling dispensers: Verifu type and make of ware, dimensions and weight; and
submit to the dispenser manufacturer, for proper sizing and calibration of dispensers.
F. Carbon dioxide (CO'z) equipment: Where equipment requires connection with
compressed CO2 cylinder for operation, provide 2-cylinder manifold and control system
(integral with equipment) with proper connectors for Department of Transportation
(DOT) approved type cylinders, complete with cylinder safety devices and supports.
G. Reasonable quietness of operation of equipment is a requirement, and the Contractor will
be required to replace or repair any equipment producing out-of-the-ordinary intolerable
noise. This also includes providing and installing bumpers and gaskets for doors and
drawers on fabricated and standard manufactured items. and sound insulation where
feasible.
ruLv 21, t999
11400-28
2,
.J.
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
PART 3 - EXECUTION
3.01 SUPERVISION:
TRA#2299
A. A competent supervisor, representing the Contractor, shall be present at all times during
progress of the Contractor's work.
3.02 SITEEXAMINATION:
C.
Verify site conditions under the provisions of the General Conditions, Supplementary
Conditions and applicable provisions of Division I Sections. Notify the Architect, in
writing, of unsatisfactory conditions lor proper installation of foodservice equipment.
Verifu wall, column, door, window, and ceiling locations and dimensions. Fabrication
and installation should not proceed until dimensions and conditions have been verified
and coordinated with fabrication details.
Verifu that wall reinforcement or backing has been provided, and is correct for wall
supported equipment. Coordinate placement dimensions with wall construotion Section.
Veri$ that ventilation ducts are ofthe correct characteristics, and in the required
looations.
Verify that utilities are available, of the conect characteristics, and in the required
locations.
3.03 INSTALLATION:
C,
Sequence installation and erection to ensure correct mechanical and electrical utility
connections are achieved.
Install items in accordance with manufacturer's instructions.
Set each item of non-mobile and non-portable equipment securely in place, leveled and
adjusted to correct height. Anchor to supporting substrate where indicated, and where
required for sustained operation and use without shifting or dislocation. Conceal
anchorages wherever possible. Adjust counter tops and other work surfaces to a level
tolerance of l/16 inch (maximum offset, and plus or minus on dimension, and maxtmum
variation in 2'-0" run from level or indicated slope). Provide anchors, supports, bracing,
clips, attachments, etc., as required to comply with the local seismic restraint
requirements. The Guidelines For Seismic Restraint Of Kitchen Equipment, as prepared
for the Sheet Metal Industry Fund of Los Angeles and endorsed by S.M.A.C.N.A.,
should be followed.
JULY 21, 1999
11400-2e
A.
B.
D.
E.
B,
FOODSERVICE EQUIPMENT
VAIL CASCADEHOTEL AND CLUB
VAIL. COLORADO
TRA#2299
D. Complete field assembly joints in the work fioints which cannot be completed in the
shop) by welding, bolting-and-gasketing, or similar methods as indicated and specifred.
Grind welds smooth and restore finish. Set or trim flush. except for'Jr gaskets as
indicated.
E. Provide closure plates and strips where required, with joints coordinated with units of
equipment.
F. Provide sealants and gaskets all around each unit to make jornts airtight, waterproof,
vermin-proof, and sanitary for cleaning purposes.
G. Joints up to 3i8 inch wide, to be stuffed with backer rod, to shape sealant bead properly,
at 1/4 inch depth.
H. At intemal comer joints, apply sealant or gaskets to form a sanitary cove, of not less than
3/8 inch radius.
L Shape exposed surfaces ofsealant slightly concave, with edges flush with faces of
materials at joint.
J. Provide sealant filled or gasketed joints up to 3/8 inch joint width. Wider than 3/8 inch,
provide matching metal closure strips, with sealant application each side of strips.
Anchor gaskets mechanically, or with adhesives to prevent displacement.
K. Treat enclosed spaces, inaccessible after equipment installation, by covering horizontal
surfaces with powdered borax at a rate of4 ounces per square foot.
L. Insulate to prevent electrolysis between dissimilar metals.
M. Cut and drill components for service outlets, fixtures, piping, conduit, and fittings.
N. Coordinate the installation of approved dry pendant sprinkler head in each cooler and
freezer. Sprinkler heads should be installed in coolers/freezers only if required by local
codes.
O. Verifl' and coordinate the mounting heights of all wall shelves and equipment, with
equipment located below them, for proper clearances.
P. Coordinate with the Plumbing and Elechical Divisions, and provide holes in food service
equipment for plumbing and electrical service to and through the fixtures, as required.
This includes welded sleeves, collars, femrles, or escutcheons. These services are to be
located so that thev do not interfere with intended use and/or servicine of the fixture.
IULY 21,1999
11400-30
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
3.04 ADJUSTING:
TRA#2299
A. Test and adjust equipment, controls and safety devices to ensure proper working order
and conditions.
B. Repair or replace equipment which is found to be defective in its operation, including
units which are below capacity or operating with excessive noise or vibration.
3.05 CLEANING AND RESTORING FIMSHES:
A. After completion of installation, and completion of other major work in foodservice
areas, remove protective coverings and clean foodservice equipment, intemally and
extemally.
B. Restore exposed and semi-exposed finishes, to remove abrasions and other damages;
polish exposed metal surfaces and touch-up painted surfaces. Replace work which
cannot be successfully restored.
C. Polish glass, plastic, hardware and accessories, fixtures and fittings.
D. Wash and clean equipment, and leave in a condition ready for the Owner to sanitize and
use.
3.06 TESTING, START-T'P AND INSTRUCTIONS:
A. Delay the start-up of equipment until service lines have been tested, balanced, and
adjusted for pressure, voltage and similar considerations; and untrl water and steam lines
have been cleaned and heated for sanitation.
B. Make arrangements for demonstration of foodservice equipment operation and
maintenance, in advance with the Owner/Operator.
C. Demonstrate foodservice equipment, to familiarize the Owner and the Operator on
operation and maintenance procedures, including periodic preventative maintenance
measures required. Include an explanation of service requirements and simple on-site
servioe procedures, as well as, information conceming the name, address and telephone
number of qualified local source of service. The individual performing the
demonstration shall be knowledgeable of operating and service aspects of the equipment.
D. Provide a written report of the demonstration, to the Owner, outlining the equipment
demonstrated and malfunctions or deficienc,ies noted. Indicate individuals present at
demonstration.
E. Final Cleaning: After testing and start-up, clean the foodservice equipment, and leave in
a condition ready for the Owner to sanitize and use.
FOODSERVTCE EQUIPMENT ruLY 21, 1999
1 1400-31
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
3.07 CLEAR AWAY
TRA#2299
A. Throughout the progress oftheir work, the Contractor shall keep the working area free
from debris, and shall remove rubbish from premises resulting from work being done by
them. At the completion of their work, the Contractor shall leave the premises in a clean
and finished condition.
PART 4 - EXISTING EQUIPMENT (Applicable to Projects with reused existing equipment.)
4.01 REUSED EXISTING EQUIPMENT:
C.
This Conhactor shall be responsible for identifuing , tagging and/or removing all existing
equipment which will be reused. Verify and coordinate specific equipment with these
plans and specifications, and the Owner. This shall include items existing, and the
associated work necessary, at the time of the signing of the Conffact for the Foodservice
Equipment section; and shall not include any item(s) added, changed, or damaged (by
other than the Contractor) after the signing; except to the extent of work which would
have been included with the original existing item(s).
Remove from existing locations, clean and renovate as noted below, store and re-install
existing equipment to be reused, in the new locations as shown on plans; ready for utility
connections, as appropriate. Existing equipment to be reused, with utilify connections,
shall be removed after disconnection as noted in paragraph J, below.
Do work in cooperation with Owner, so that normal functioning of services is minimally
intemrpted. Coordinate all removai and replacement scheduling with the Construction
Scheduling Manager (or similar responsible parfy), to insure adequate time to complete
the necessary work. If adequate time to properly relocate and reset the existing items,
and complete all cleaning and repair will not be available, due to continuing use ofthe
existing item(s), or the allotted construction time; contact the Owner and obtain a vrritten
agreement as to what work is to be deleted or delayed; such as cleaning, repainting, or
repairs.
All surface dirt, grease, oil, food residues, ingredients, extraneous matter and other
soiling materials shall be removed; in order to obtain minimum acceptable sanitation and
food service standards. Thorough final rinsing ofall cleaning agents shall be at a
minimum temperatue of 180 degrees F; where possible without damage to equipment or
controls. Otherwise, use USDA approved cleaning agents and/or cleaning agents which
are acceptable for use with commercial food service equipment. This shall include all
exterior surfaces of the existing equipment to be reused, and interior work surfaces such
as inside oven compartments, fryer vats, warewashers, etc.
ruLY 21, 1999
11400-32
A.
B.
D.
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL. COLORADO
TRA#2299
All painted items with major paint blemishes shall be sanded, primed, and repainted to
match the original color and type paint. Primer and paint shall be ofa lype approved for
use with commercial food service equipment. All controls, lights, view windows, non-
painted parts, etc. shall be protected as recommended by the Manufacturer. Minor paint
blemishes shall be touched-up in a professional manner. This work shall be included in
the Bid Submittal, as a separate line cost, at the end of the Bid Submittal.
Replace or repair minor broken parts to produce a cleanable and functional item, where
possible. Repairs and/or parts shall be for minor required items such as control knobs,
handles, pilot lamps, belts, oil changes, minor adjustments and recalibrations, etc. This
shall not include addition or replacement ofany weanng components such as cutters,
blades, etc.; or any accessory components such as mixer beaters, hooks, whips, etc.,
except for presently existing accessory components which are broken and non-
functional, or as noted in the itemized specifications.
Cost estimates for any repairs and/or parts more than the minor items stated above, or
repairs requiring significant disassembling of the item, shall be submitted to the Owner,
for consideration and approval as an addition to the Contract. In general, this would be
considered as any repairs and./or parts amounting to an estimate up to 10% of the cost of
a comparable new item. Any item which would require repairs and/or parts amounting to
an estimate up to 25%o or more, shall include an altemate cost for supplying a
comparable new item; as a consideration by the Owner, and addition to the Conhact.
Estimates are for each individual reused existing item only, which requires repairs and"/or
parts, and only to the extent that work is actually required; and shall not be considered as
a lump sum estimate on all reused existing items combined, or as an allowance for
adding accessories or options.
Where required, remove reused existing equipment from the premises for repairs,
alterations and cleaning.
Refer to schedule on the Foodservice Drawings and to the Itemized Specifications at the
end of this section, for reused existing equipment.
Disconnection of existing equipment to be relocated and/or reused; and disconnection
and removal/disposal of existing equipment which will not be reused, shail be work as
designated by the Architect, and not included in this Section. (See page 11400-1,
r.02.8.)
ruLY21,1999
I1400-33
E.
F.
G.
H.
J.
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL. COLORADO
TRA#2299
PART 5 . YEAR 2OOO COMPLIANCE
(This Part 5 reproduced unaltered from the Commonwealth Of Virginia General Conditions of
the Construction Contract, G.S. Form E&B CO-7 Section 51.)
A. Contractor represents and warrants that all computer controlled facility components, as
herein defined, supplied by Conhactor or otherwise incorporated into the Work (whether
as new construction or as modifications, repairs or upgrades tolofexisting CCF
components) are or will be 4-digit Year 2000 compliant, as herein defined. The
Contractor must verify compliance by either physical testing andlor written confirmation
from the components and./or systems manufacfurer and providing copies of the tests or
conhrmation to Owner prior to Substantial Completion.
B. "Computer controlled facility component" or "CCP component" shall mean all systems
components, products, or modules which utilize software driven technology or
embedded microchip technology. This shall include, but not be limited to, programmable
thermostats, HVAC controllers, utility monitoring and control systems, fire detection
and suppression systems, alarms, security systems and any other facilities control
systems utilizing microcomputer, minicomputer or programmable logic controllers.
C. "Year 2000 compliant" or "4-digit Year 2000 compliant" shall mean that each CCF
component both individually and when working with other parts of a system, must at a
minimum meet the following requirements when used before., on or after January 1,
2000: (1) accurately interpret, recognize, calculate, compare, sequenoe, store, retrieve,
display, transmit and otherwise accurately process and act on all date information; (2)
experience no crash, intemrption, degradation of performance or requirements for human
intervention as a result ofprocessing or acting on date information; (3) conectly
recogrize and handle all leap years and calendar logic; (4) struclure and store date data
in a format to accommodate the 4-digit range; (5) provide all necessary interfaces or
other appropriate means for assuring that non-compliant date data are automatically
conected before entering or leaving the system.
D. If Owner discover that any CCF component is not Year 2000 complaint, then at that
time, or at any later time, Owner may require the Contractor to provide all labor,
materials and equipment necessary to bring any non-compliant CCF component into
Year 2000 compliance, at no cost to Owner, within sixty (60) days of notice of the
noncompliance. Contractor's warranty regarding Year 2000 compliance for any and all
CCF components supplied by the Contractor, or for whioh the Owner is not specifically
responsible under the terms of this Conhact, shall survive termination of this Contract
and shall remain in fuIl force and effect during the useful life of that portion of the Work
containing or affected by such CCF components.
TULY 21,1999
11400-34
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
TRA#2299
E. Contractor shall be liable to Owner for any and all direct or consequential damages incurred as a
result of any breach of this warranty. The remedies provided in this section shall be
available to the Owner notwithstanding any contrary provision in any part of this
Contract. No limitation shall apply to this section unless the limitation or change is made
directly to this section. The remedies provided in this section are in addition to all other
remedies provided by law or otherwise in this Contract.
PART 6 . ITEMIZED SPECIFICATIONS
A. Refer to the following pages for specific specification information on each item included
in this Section.
(Remainder of page left blank intentionally.)
TULY 21, T999
11400-35
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLI.IB
VAIL, COLORADO
ITEM #1: BEVERAGE COLINTER
Quantity: Lot-Existing (No work required)
ITEM #2: BEVERAGE EQUIPMENT
Quantity: Lot-Existing (No work required)
ITEM #3: BAR COI-INTER
Quantity: Lot-Existing (1.{o work required)
ITEM fi4: BAR EQUIPMENT
Quantity: Lot-Existing (No work required)
ITEM#5: SPARE NUMBER
ITEM#6: PLATERECESS
Quantity: One (1) (Included in Item #7, Cold Buffet Serving Counter)
TRA#2299
ITEM #7: COLD BUFFET SERVING COTINTER
Quantity: One (1)
Manufacturer: Custom Fabricated
Model No.: Stainless Steel Base
Specifier ID No.: *T0221*T025
Pertinent Data: 16'-6! Long x 2'-6" Wide x 2'-10" High
Utilities Req'd.: N/A
Fabricate and set in place per plans, details and the following:
1. Similar to standard details; FSDl-7, FSDl-10, and FSD5-1 (Frame). These standard details are
to be utilized as basic guidelines only. Refer to these written specifications and any fabrication
details included in the conftact drawings for precise and complete fabrication instructions.
2. Solid surface material top as specified by Architect. Coordinate material with counter
construction.
3. Back splash and front overhang shall be part of solid surface top.
FOODSERVTCEEQUTPMENT ruLY21,1999
11400-36
VAIL CASCADE HOTEL AND CLT]B
VAIL, COLORADO
TP.A#2299
4. Millwork hinged doors with finish and hardware as specified by Architect. See sheet FS2.1 for
further information.
5. Coordinate cut out for drop-in refrigerated cold pan.
6. Stainless steel (16 gage), drop-in, recessed plate holder. Verify overall size with owner provided
plates. Four (4) plate stacks minimum. Opening at bottom front for ease of cleaning. Sound
deadening and reinforcing required.
7. Clad finish kick plate as specified by Architect.
ITEM #8:REFRIGERATED COLD PAN
Quantity: One (1)
Manufacturer: Randell
Model No.: 9772 SCA
Specifier ID No.: +T0221*T025
Pertinent Data: Self Contained, Air Cooled
Utilities Req'd.: 120V lPh 6.5 Amps, 1" IW
Fumish and set in place per manufacturer's standard specifications and tbe following:
1. Heavy duty cord and plug. Coordinate NEMA configuration with Electrical Contractor.
2. Install in ltem#7, Cold Buffet Serving Counter as shown on plans.
ITEM#9: SNEEZEGUARD
Quantity: One (1)
Manufacturer: Kevry
Model No.: Modified Deco 270
Specifier ID No.: *T022
Pertinent Data: Removable,lPortable
Utilities Req'd: N/A
Fumish and set in place per manufacturer's standard specifications and the following:
1. Unit shall shield Item #8, Refrigerated Cold Pan.
ITEM #10: SPARE NUMBER
ITEM#ll: SPARENUMBER
JULY 21, 1999
11400-37
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLI.IB
VAIL, COLORADO
ITEM #12: UNDERCOUNTERREFRIGERATOR
TRA #2299
Quantity: One (1)
Manufacturer; Randell
Model No.: 9215-324
Specifier ID No.: *T0221*7025
Pertinent Data: Self-Contained.iAir-Cooled
Utilities Req'd.: l20V lPh 8.5 Amps
Fumish and set in place per manufacturer's standard specifications and the following:
1. Healy duty cord and plug. Coordinate NEMA configuration with Elechical Contractor.
2. Door hinged as shown on plans.
3. 3" Casters in lieu of6" legs.
4. Delete finished top.
ITEM #13: SPARE NUMBER
ITEM #14: MAIN DISPLAY COI-,T{TER
Quantity: One (1)
Manufacturer: Custom Fabricated
Model No.: Stainless Steel
Specifier ID No.: *T0221*T025
Pertinent Data: 16'-0"+ Long x 3'-10'+Wide x 2'-10" High
Utilities Req'd.: 120V lPh,208V lPh (Components Only), 1/2" HW
Fabricate and set in place per plans, details and the following:
1. Similar to standard details; FSDl-1B, FSD1-58, FSDI-7, FSDl-10, FSDl-28, FSD9-1A
(Without plate storage at front) and FSD9-7. These standard details are to be utilized as basic
guidelines only. Refer to these written specifications and any fabrication details included in the
contract drawings for precise and complete fabncation instructions.
2. Hot food well cutting board to be 4'-0" x 6" x 314" thick, NSF approved, ultra high density linear
polyethylene. Refrigerated base cutting board to be 4'-0" x9" x314" thick, NSF approved, ultra
high density linear polyethylene. Cutting boards to be in two (2) equal sections; removable,
reversible, interchangeable and held in place by S/S pins welded to counter top.
3. One (1) Fisher #3010H fill faucet at hot food well unit.
4. Solid surface material front edge as specified by Architect. Coordinate material with counter
construction.
5. Clad front finish as specified by Architect. See sheet FS2.1 for further information.
6. Clad finish kick plate as specified by Architect.
7. Coordinate cut outs for counter equipment and openings for equipment below.
FOODSERVICE EQUIPMENT ruLY 21,1999
11400-38
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
ITEM #15: TRAY LOCK
ITEM #20: SPARENUMBER
ITEM#2l: DOUBLEOVERSHELF
Quantify: One (1)
Manufacturer: Custom Fabricated
Model No.: Stainless Steel
Specifier ID No.: *T022/*T025
Pertinent Data: 1'-2" Wide/See Plans For Length And Configuration
Utilities Req'd: N/A
Fabricate and set in place as per plans, details and the following:
FOODSERVICE EQUIPMENT
TRA #2299
Quantity:One (1) (Included in Item #14, Main Display Counter)
ITEM#16: SPAREN(MBER
ITEM #I7: SPARE NUMBER
ITEM #18: SPARENI.IIvIBER
ITEM #19: HOT FOOD WELL
Quantity: One (l)
Manufacturer: Set-N-Serve
Model No.: WIHL-2
Specifier ID No.: *T022/*T025
Pertinent Data: 2 Wells, Built-in
Utilities Req'd.: 208V lPh 8.2 Amps, 1" IW
Fumish and set in place per manufacturer's standard specifications and the following:
l. Install in Item #14, Main Display Counter as shown on plans.
2. Drain manifold with valve. Valve to bs in an easily accessible location that does not interfere
with other equipment or the use of the storage shelves. Kitchen Equipment Contractor to
coordinate.
ruLY 21, 19e9
I1400-3e
VAIL CASCADE HOTEL AND CLUB TRA#2299
VAIL, COLORADO
1. Similar to standard detail FSD12-5. This standard detail is to be utilized as a basic guideline only.
Refer to these written specifications and any fabrication details included in the contract drawings for
precise and complete fabrication instructions.
2. Overshelf to be mounted to Item #14, Main Display Counter as shown on plans.
3. Coordinate installation of Item #22,Food Warmers. Mount each unit below each shelf. Extend
wiring through legs.
[TEM#22: FOOD WARMER WITH LIGHTS
Quantify: Two (2)
Manufacfurer: Hatco
Model No.: GRAH-120
Specifier ID No.: *T022/*T025
Pertinent Data: Infra-Red
Utilities Req'd.: 208V lPh 2800 Watt
Furnish and set in place as manufacturer's standard specifications and the following:
L Install unit below top shelf of Item #21, Double Overshelf and extend wiring down through leg
shelfsupports and die.
2. Infinite control with remote enclosure and pilot light.
ITEM #23: EXHAUST HOOD
Quantity: One (1) Assembly
Manufacturer: Moli-tron Co.
Model No.: 2HAS/1-111-54
Specifier ID No.: *T0221*T025
Pertinent Data: Water FilterAVash With Make-Up Air
Utilities Req'd: 120V 1Ph (Lights), 6800 CFM Exhaust, 3400 CFM Tempered Supply Air
Fumish and set in place as per manufacturer's standard specifications and the following:
l. Assembly to consist of two (2) sections 9'-3" long x 4'- 6" wide, plus make-up air plenum.
2. 18 Gauge type 304 stainless steel.
3. External welded construction in accordance with the latest edition of NFPA 96. All exposed
welds to be ground and polished.
4. Hangers, supports and miscellaneous accessories as required for installation.
5. Air space at rear to accommodate requirements of the latest edition of NFPA 96 clearance to
combustibles.
6. All welded duct collars.
7. Pre-piping for Ansul R-102 chemical fire protection system.
IULY 21,1999
11400-40
FOODSERVICE EQUIPMENT
VAJL CASCADE HOTEL AND CLIIB TRA #2299
VAIL, COLORADO
8. See sheet FSl.2 for general size and location of ducts.
9. Provide stainless steel closure panels above hood to finished ceiling to conceal exhaust duct and fire
protection system piping; veriS' height.
10. Final connections to hood duct collars by the Mechanical Contractor.
11. Hood construction to be UL and NSF listed.(Or approved equivalent).
12. Mounting height of bottom edge of hood will be 6'-6" above finished floor (minimum and normal) to
7'-0" above finished floor maximum.
13. Incandescent light fixtures and bulbs, U.L. listed for use in commercial cooking hoods, NSF
approved.
14. Unit to be operated by Ventilator Control Panel, Item #24.
15. Veriff and coordinate all dimensions, and supply and exhaust duct requirements and locations with
site conditions and Mechanical Conhactor.
ITEM#24: HOOD CONTROL PANEL
Quantif: One (1)
Manufacturer: Moli-tron
Model No.: MCP-I
Specifier ID No.: *T022/*T025
Pertinent Data: Semi-Recessed
Utilities Req'd: 120V lPh 20 Amp Circuit, ll2" CW & 3/4' HW
Furnish and set in place as per manufacturer's standard specifications and the following:
1. Stainless steel trim strips.
2. Ventilator light switch.
3. Time clock. (FOR 24 HOUR OPERATIONS ONLY, OTHERWISE DELETE)
4. Unit to operate exhaust hood, Item #23.
5. Provide water pressue regulating valve for installation by the Plumbing Contractor.
ITEM #25: TILE WALL COVERING
Quantity: Lot-Existing
ruLY 21, 1999
11400-41
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL. COLORADO
ITRM#26: CONVECTIONOVEN
TRA #2299
Quantity: One (1)
Manufacturer: Montague
Model No.: V136 (C45 Above)
Specifier ID No.: *TO22|*T025
Pertinent Data: With C45 Radiant Broiler Above
Utilities Req'd.: 120V lPh 8 Amps,3/4" Gas @ 45,000 BTU'S
Furnish and set in place per manufacturer's standard specifications and the following:
L Verify altitude and type of gas.
2. Gas pressure regulator assembly.
3. %" Rear gas connection.
4. Heary dufy casters, front with brakes.
5. One (1) T&S #HG-4D-SK-48 commercial use A.G.A. and local code approved poly coated
flexible stainless steel hose assembly 48" long, with FreeSpin fittings and Swivelinks on both
ends, quick disconnect assembly on one end, and with instaliation/re straining kit. The Kitchen
Equipment Conhactor is to install the restraining device and provide instructions and
coordination for the Plumbing Contractor's use in installing the hose components.
O rrEM#27: RANGEwITHovEN
Quantity: One (l)
Manufacfurer: Wolf
Model No.: FS-0-27-FT36
Specifier ID No.: *T0221*'t025
Pertinent Data: Griddle Top
Utilities Req'd.: 3/4" Gas @ 120BTU's
Furnish and set in place per manufacturer's standard specifications and the following:
l. Veriff altitude and type of gas.
2. Gas pressure regulator.
3. Rear gas connection.
4. 5" Heary duty casters, fiont with brakes.
5. Provide hi-back riser (coordinate with salamander above).
6. One (1) T&S #HG-4D-SK-48 commercial use A.G.A. and local code approved poly coated
flexible stainless steel hose assembly 48" long, with FreeSpin fittings and Swivelinks on both
ends, quick disconnect assembly on one end, and with installation/ restraining kit. Install the
restraining device and provide instructions and coordination for the Plumbing Contractor's use in
installins the hose comDonents.
ruLY 21, 1999
lt40Q-42
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL. COLORADO
ITEM #28: SALAMANDERBROILER
Quantity: One (1)
Manufacturer: Wolf
Model No.: RB36A
Specifier ID No.: *T0221*T025
Pertrnent Data: Wall Mounted
Utilities Req'd.: 712" Gas @ 30,000 BTU's
Furnish and set in place per manufacturer's standard specifications and the following:
l. Verifu altitude and rype of gas.
2. Gas pressure regulator.
3. Wall mounting hardware and brackets.
4. Mount on wall as shown on plans.
ITEM#29: REFRIGERATOR/FREEZER
Quantity: One (1)
Manufacturer: Traulsen & Co.
Model No.: ADT 1-32 WUT
Specifier ID No.: *T022fT025
Pertinent Data: I Section/Self-Containe&Air-Cooled
Utilities Req'd.: 120V lPh 10.7 Amps
Fumish and set in place per manufacturer's standard specifications and the following:
L Hinge doors as shown on plans.
TRA #2299
ITEM #30: RADIANTBROILER
Quantity: One (1)
Manufacturer: Montague
Model No.: C45
Specifier ID No.: +T0221+T025
Pertinent Data: Mounted on V136 Convection Oven
Utilities Req'd.: 314" Gas @ 126,000 BTU'S
Fumish and set in place per manufacturer's standard specifications and the following:
1. Verifu altihrde and type of gas.
2. Gas pressure regulator assembly.
3. 3/+" Rear gas connection.
FOODSERVICE EQUIPMENT ruLY 21.1999
11400-43
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
TRA#2299
4. Mounted on or part of Item #26, Convection Oven.
5. One (1) T&S #HG-4D-SK-48 commercial use A.G.A. and local code approved poly coated
flexible stainless steel hose assembly 48" long, with FreeSpin fittings and Swivelinks on both
ends, quick disconnect assembly on one end, and with installation/restraining kit. The Kitchen
Equipment Contractor is to install the reskaining device and provide instructions and
coordination for the Plumbing Contractor's use in installing the hose components.
6. l/2" Thick metal top plate above (plate warming).
ITEM #31: CHAR BROILER
Quantity: One (l)
Manufacturer: US Range
Model No.: 0836-364
Specifier ID No.: *T022/*T025
Pertinent Data: Combine with Item #33. Refrigerated Drawers
Utilities Req'd.: 3/4" Gas @ 108,000 BTU's
Fumish and set in place per manufacturer's standard specifications and the following:
1. Verify altitude and type ofgas.
2. Gas pressure regulator.
4. 314" Rear gas connection.
5. Cap and cover manifold, left and right side.
6. One (1) T&S #HG-4D-SK-48 commercial use A.G.A. and local code approved poly coated
flexible stainless steel hose assembly 48" long, with FreeSpin fittings and Swivelinks on both
ends, quick disconnect assembiy on one end, and with installation'/ restraining kit. Install the
restraining device and provide instructions and coordination for the Plumbing Contractor's use in
installing the hose components.
7. Low flue risor.
8. Full length plate shelf.
IULY 21,1999
11400-44
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLTIB
VAIL, COLORADO
ITEM#32: OPENBURNERS
TR/.#2299
Quantity: One (1)
Manufacturer: US Range
Model No.: 0836-7M
Specifier ID No.: *T022/*T025
Pertinent Data: Combine with Item #33, Refrigerated Drawers
Utilities Req'd.: 314" Gas @ 120,000 BTU's
Fumish and set in place per manufacturer's standard specihcations and the following:
1. Verifu altitude and type of gas.
2. Gas pressure regulator.
3. 3/4" Rear gas connection.
4. Cap and cover manifold, left and right side.
5. One (1) T&S #HG-4D-SK-48 commercial use A.G.A. and local code approved poly coated
flexible stainless steel hose assembly 48" long, with FreeSpin fittings and Swivelinks on both
ends, quick disconnect assembly on one end, and with installation/ reshaining kit. Install the
restraining device and provide instructions and coordination for the Plurnbing Contractor's use in
installing the hose components.
6. Low flue risor.
7. Full lengthplate shelf.
ITEM #33: REFRIGERATED DRAWERS
Quantity: One ( 1)
Manufacturer: US Range
Model No.: BRSA-2-04-72US
Specifier ID No.: *T0221*T025
Pertinent Data: Self-Contained
Utilities Req'd.: l20V lPh 8.9 Amps
Furnish and set in place per manufacturer's standard specifications and the following:
l. Heavy duty cord and plug. Coordinate NEMA configuration with Electrical Contractor.
2. Four drawer unit.
3. Combine with Item #3 1 , Char-Broiler and Item #32, Open Bumers.
4. 5" Casters in lieu of legs, two (2) with locks.
IULY 2r, 1999
11400-45
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
ITEM#34: FRYERASSEMBLY
TRA#2299
Quantity: One (1) Assembly
Manufacturer: Frymaster
Model No.: FM-A2MJH35-SC
Specifrer ID No.: *T0221*T025
Pertinent Data: With Filter/Dump Stationffood Warmer
Utilities Req'd.: 120V lPh 9 Amps (Filter), 120V lPh 6.9 Amps (Food Warmer),ll2" Gas @
220,000 BTU'S
Fumish and set in place per manufacturer's standard specifications and the following:
1. Veriff altitude and type of gas.
2. Gas pressure regulator.
3. 5" heavy dufy casters, front with brakes.
4. One (1) T&S #HG-4D-SK-48 commercial use A.G.A. and local code approved poly coated flexible
stainless steel hose assembly 48" long, with FreeSpin fittings and Swivelinks on both ends, quick
disconnect assembly on one end, and with installatiorV restraining kit. Install the restraining device
and provide instructions and coordination for the Plumbing Contractor's use in installing the hose
components.
5. Stainless steel fry pot cover.
6. Sediment tray.
7. Common manifold at factory.
8. Assembly to consist of Two fryers and one dump station (from right to left).
ITEM #35: SOAP AND TOWEL DISPENSER
Quantity: One (1) - Not In This Conhact Section, Specified By Architect, Provided By General
Contractor.
ITEM#36: WORKCOUNTERWITH SINK
Quantify: One (1)
Manufacturer: Custom Fabricated
Model No.: Stainless Steel
Specifrer ID No.: *T0221*TQ25
Pertinent Data: See Plan for Configuration
Utilities Req'd.: 1/2" HW & CW, l-1l2" IW
Fabricate and set in place per plans, details and the following:
1. Similar to standard details; FSDl-lB, FSDI-SA, FSDI-7, FSD1-I0, FSD5-1 and FSD5-2.
These standard details are to be utilized as basic guidelines only. Refer to these written
specifications and any fabrication details included in the contract drawings for precise and
complete fabrication instructions.
2. One (l) Fisher #31 13 deck mount faucet (12" spout) and one (1) crumb cup waste.
FOODSERVICEEQUTPMENT ruLY21,1999
11400-46
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
TRA #2299
ITEM #37: REFRIGERATOR
Quantify: One (1) Existing
1. Renovate and relocate per plans and per Section 11400, Part 4 - Existing Equipment, Article
4.0l,Paragraphs A through J.
2. Add 6" stainless steel legs.
ITEM #38: SPARE NUMBER
ITEM #39: SPARE NTIMBER
ITEM #40: SPARE NTIMBER
ITEM #41: EXHAUST HOOD
Quantity: One (1) Assembly
Manufacfurer: Molihon
Model No.: BFC 117-54 (Four Sections)
Specifier ID No.: *T0221*T025
Pertinent Data: Fiiter Type With Make-Up Air
Utilities Req'd: 120V lPh (Lights), 14.000 CFM Exhaust, 7,000 CFM Tempered Supply Air
Furnish and set in place as per manufacturer's standard specifications and the following:
l. Assembly to consist of four (4) sections 9'-9" long x 4'-6" wide, plus make-up air plenum.
2. 18 Gauge fype 304 stainless steel.
3. Extemal welded construction in accordance with the latest edition of NFPA 96. All exposed welds
to be ground and polished.
4. U.L. Classifred (or approved equivalent), non-adjustable, stainless steel grease filters.
5. Stainless steel, removable grease can(s).
5. Sloped grease trough, full length below filters to grease can(s).
7. Hangers, supports and miscellaneous accessories as required for installation.
8. Air space at rear to accommodate requirements of the latest edition of NFPA 96 clearance to
combustibles.
9. All welded duct collars.
10. Pre-piping for Ansul R-102 chemical fire protection system.
11. See sheet FSl.2 for general size and location ofducts.
12. Provide stainless steel closure panels above hood to finished ceiling to conceal exhaust duct and fire
protection system piping; verifu height.
FOODSERVICE EQUIPMENT TIJLY 21,1999
11400-47
VAIL CASCADE HOTEL AND CLUB TP.A#2299
VAIL. COLORADO
13. Final connections to hood duct collars by the Mechanical Contractor.
14. Hood construction and components to be UL and NSF listed.(Or approved equivalent).
15. Mounting height of bottom edge of hood will be 6'-6" above finished floor (minimum and normal) to
7'-0" above finished floor maximum.
16. Incandescent light fixtures and bulbs, U.L. listed for use in commercial cooking hoods, NSF
approved.
17. Verify and coordinate all dimensions, and supply and exhaust duct requirements and locations with
site conditions and Mechanical Contractor.
ITEM#42: EXISTINGT.UTURE EQUIPMENT
Quantity: Lot - Not In This Contract Section
ITEM /143: SPARE NUMBER
ITEM#44: COLDPANTRYCOLINTER
Quantity: Lot - No Work Required
ITEM #45: REFRIGERATED CABINET
Quantity: One (1)
Manufacturer: Randell
Model No.: 400484
Specifier ID No.: *T0221*T025
Pertinent Data: Pass Through
Utilities Req'd.: 120V 1Ph 8.1 Amps
Fumish and set in place per manufacturer's standard specifrcations and the following:
1. Mount to existing Cold Pantry Counter, Item #44.
ruLY2l,1999
11400-48
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
ITEM #46: HOOD FIRE SUPPRESSION SYSTEM
TRA#2299
Quantity: One (l)
Manufacturer: Ansul
Model No.: R-102 Ansulex Liquid Fire Suppressant
Specifier ID No.: *T022/*T025
Pertinent Data: Automatic and Manual
Utilities Req'd: 120V lPh
Fumish and set in place as per manufacturer's standard specifications and the following:
1. Surface appliance nozzles, hood and duct protection nozzles in Exhaust Hood(s), Item #23.
2. Manual pull station and micro-switches with two sets of normally open and fwo sets of normally
closed contact points.
3. All exposed pipe and fittings shall be chrome plated or stainless steel.
4. Six-month and twelve-month inspections, servicing, and replacement of components as per
N.F.P.A.-96, latest edition.
5. All components and labor necessary for completely installed system in accordance with
N.F.P.A.-96 latest edition, O.S.H.A., and all prevailing rules and codes.
6. Components inside exhaust hood(s) shall be installed at hood manufacturer's shop during
fabrication.
7. Provide with automatic mechanical gas shut-off valves (not electric solenoid valves) for
equipment below exhaust hood(s). Coordinate sizes and installation with Plumbing Contractor.
8. Electrical Confiactor to provide shunt trip breakers at main power panel, or disconnects, as
designated by the Electrical Engineer; interconnected with micro-switch at fire system control
panel, for al1 electricity in and under exhaust hood(s). Shunt hips/disconnects to accomplish shut
off of electricity in event of fire system activation.
ITEM1AT: DRAINER
Quantity: Lot - (Part if Item #50, Service Counter)
ITEM#48: POS/COFFEECOUNTER
Quantity: One (1)
Manufacturer: Custom Fabricated
Model No.: Stainless Steel
Specifier ID No.: *T02?l*T025
Pertinent Data: See Plan For Configuration
Utilities Req'd.: N/A
Fabricate and set in place per plans, details and the following:
1. Similar to standard details; FSDl-lB, FSD1-5A, FSD1-7, FSD1-10, and FSD5-1. These standard
details are to be utilized as basic guidelines only. Refer to these written specifications and any
fabrication details included in the contract drawings for precise and complete fabrication
instructions.
FOODSERVICE EQUIPMENT IULY 21,1999
11400-49
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
TRA#2299
ITEM #49: P.O.S. EQUIPMENT
Quantity: Lot - Not In This Conhact Section, Provided By Owner.
ITEM#50: REFRIGERATEDBASE
Quantity: One (1)
Manufacturer: Delfield
Model No.: 4427
Specifier ID No.: *T022/+T025
Pertinent Data: Self-Contained/Air-Cooled
Utilities Req'd.: 120V lPh 6.5 Amps
Fumish and set in place per manufacturer's standard specifications and the following:
1. Heavy duty cord and plug. Coordinate NEMA configuration with Electrical Contractor.
5. Door hinged as shown on plans.
6. 3" Casters.
7. Delete finished top.
ITEM #5I: HAND SINK
Quantity: One (1) Existing - No work Required
ITEM #52: DISHROOM EQUIPMENT
Quantity: One (1) Existing - No work Required
ITEM #53: WALL SHELF
Quantity: One (1)
Manufacturer: Custom Fabricated
Model No.: Stainless Steel
Specifrer ID No.: *T022n025
Pertinent Data: 1'-2" Wide/See Plan For Length And Configuration.
Utilities Req'd.: N/A
Fabricate and set in place as per plans, details and the following:
1. Similar to standard detail FSD12-1. This standard detail is to be utilized as a basic guideline
only. Refer to these written specifications and any fabrication details included in the contract
drawings for precise and complete fabrication instructions.
FOODSERVICE EQUIPMENT IULY 21,1999
11400-50
VAIL CASCADE HOTEL AND CLI.IB
VAIL, COLORADO
ITEM #54: WALL SHELF
TRA#2299
Quantity: One (1)
Manufacturer: Custom Fabricated
Model No.: Stainless Steel
Specifier ID No.: +T0221T025
Pertinent Data: l'-2" Wide/See Plan For Length And Configuration.
Utilities Req'd.: N/A
Fabricate and set in place as per plans, details and the following:
L similar to standard detail FSD12-I. This standard detail is to be utilized as a basic guideline
only. Refer to these written specifications and any fabrication details included in the contract
drawings for precise and complete fabrication instructions.
ITEM #55: SERVICE COI-jNTER
Quantity: One (1)
Manufacturer: Custom Fabricated
Model No.: Stainless Steel
Specifier ID No.: *T022
Pertinent Data: '-" Long x 2'-6'Wide x 2'-10" High
Utilities Req'd.: 1/2'HW & CW, 1-112" IW
Fabricate and set in place per plans, details and the following:
1. Similar to standard details; FSDl-18, FSDl-5A, FSDl-7, FSDl-10, FSD5-1 and FSD5-2.
These standard details are to be utilized as basic guidelines only. Refer to these written
specifications and any fabrication details included in the contract drawings for precise and
complete fabrication instructions.
2. One (1) Fisher #3113 deck mount faucet (12" spout) and one (1) crumb cup waste.
ITEM #56: COFFEE BREWER
Quantity: One (1) - Not In This Contract Section, Provided By Purveyor. Coordinate
Installation With Purveyor.
ITEM#57: ICEDTEADISPENSER
Quantity: One (1) - Not In This Contract Section, Provided By Purveyor Coordinate
Installation With Purveyor.
ruLY 21, 1999
1 1400-51
FOODSERVICE EQUIPMENT
VAIL CASCADE HOTEL AND CLUB
VAIL, COLORADO
ITEM #58: INSULATED ICE BIN
Quantity: One (l)
Manufacturer: Randell
Model No.: 9500IC
Specifier ID No.: *T022/T025
Pertinent Data: Drop-in
Utilities Req'd.: l" IW
Furnish and set in place per manufacturer's standard specifications and the following:
l. Install into item #55 Service Counter.
ITEM #59: SODA/WATERDISPENSING GIIN
Quantity: One (1) - Not In This Conhact Section, Provided By Purveyor. Coordinate
Installation With Purveyor.
ITEM #60: SPARE NTIMBER
TF.A#2299
JULY 21,1999
11400-s2
FOODSERVICE EQUIPMENT
t-l
Uiiliiy chose.
Stoinless steel kick
plote os specified.
REFER TO WRITTEN SPECIFICATIONS AND
FOR FURTHER INFORMATION.
'.:'/......\
l-l 2"
14 Gq. sioiniess sieal lop,
1" x 4" x 14 Go.\-rro,n,ess sleel legs with
cho n nel rein f orcing.o d ju sio ble bullei feei.
FOODSERVICE PL-ANS
38 2"
c{
CHEF,S COUNTIR
sEcroN AT WoRKBOARD)FSDg- 1
;.
9-|r)uJ
C.J
6o ()t!
N
t)(o
I (\
o{
tA
1" x 4" x 14 Go.
chonnel reinforcing.
'l 6 Go. sioinless
steel boltom shelf .
16 Go. stoinless
eel mid-shelf.
HOMAS RICCA ASSOCIATES JULY 1999
Angle frome.
Attqch screw to
nui welded lo
bock sida.
Provide verticol
odjusiment slot.
(Minimum of 18" O.C.)
Coniin uous bumoer.
Obtoin iroy
somple from
own€r ond sei
iroy lock
occording ly.
b to leoding
152
(55)
REFER TO WRITTEN SPECIFICATIONS AND FOODSERVICE PLANS
FOR FURTHER INFORMATION.
IRAY LOCK FSD9_7
S=
fO
co
fO
6i
Y
lO
@
n
1-5/16"!
HOMAS RICCA ASSOCIATES JULY 1999
,,\ :
of shelf dnd secur€
woshers qnd siqinless
brockeis of oll
ViEW
FSD12-
JULY 1999
tt
c..l
I
Provide molchlng risers
on ends ogoinsi wolls
or equipmeni.
(e14)
| -L
(e11)
16 Go. stoinlass sleel shelf of oil
welded construction.
Sacura brockels lo woll wilh 'l / 4" -20
stoinless sieel bolts onchor€d wllh toggels
or exponsion sh ields.
Weld studs to bottom
io brockeis with lock
sieel cop n uis.
14 Go. sioin less sleel
wslded conslruciio n.
102)
t r')
N o
REFER TO WRITTEN SPECIFICATIONS AND FOODSERVICE PI-ANS
FOR FURTHER INFORMATION.
STAINLESS STEEL WALL SHELF
0 rt)
|O
ll
ll
I
I
J
PL
Hug
'N
ed9
152 152
C C
56" o.C. Mox.56" 0.C. Mox.
(102)
n
I
$,1
THOMAS RICCA ASSOCIATES
I
I
i
I -t.."\?\lR
l-
I
I
I
I
I t
-:::=-:---1 -*-*-i,)
I i: -/' 't I n,/\i l)\]IL/ i " I tl (20) / Nl
A STRAIGHT TURN-DOWN B BU LLNOSE
C RoLLED FLAT D RoLLED
REFER TO WRITTEN SPECIFICATIONS AND FOODSERVICE PLANS
FOR FURTHER INFORMATION.
EDGES FSDl_1
JULY 1999 THOMAS RICCA ASSOCIATES
4" (2O)
STANDARD
C STAN DARD- I NTERM EDIATE
REFER TO WRITTEN SPECIFICATIONS
FOR FURTHER INFORMATION.
B SQUARE TURNBACK
D STANDARD-EXTENDED
AND FOODSERVICE PI-ANS
4 qrP
to woll.
SPLASHES FSDl -5 ililY laqQ
a," ( lo\
r,')
4" (2o)4" (20)
THOMAS RICCA ASSOCIATES
Close end of chonnels when exposed.
I
eieal nlecai
Plares.
TABLES SINKS
Legs to be 1-5/8" O.D. 16 Go. sioinless steel ossemblv wiih bullei fooi.
Gusseis io be sloinless steel with sel screws for securing legs.
Fully weld gussseis to chonnels or gusset plotes.
Crossroils io be 1 -5/8" O.D. 16 Go. sioinless steel iubing fully welded io
legs. Where crossroils join cobinei body, provide f longe secured with
stqinless steel screws.
REFER TO WRITTEN SPECIFICATIONS AND FOODSERVICE PI-ANS
FOR FURTHER INFORMATION.
LEGS AND CROSSBRACING FSD 1-7
CABINETS
THOMAS RICCA ASSOCIATES JULY 1999
\?
Froming 1" x 4" x 14 Go.
golvonized sieel wiih
closed ends.
Secure chon nel
sioinless sieel
Weld siuds lo underside of lobletop
wiih lock woshers ond cop nuis.
ond securs to f rcming
wiih ovol h eqd
,^c
-'-l
I
I I
-
r-r5--------l IvI
froming to wood top
screws.
REFER TO WRITTEN SPECIFICATIONS AND FOODSERVICE PI-ANS
FOR FURTHER INFORMATION.
TABLE TOP UNDERBRACING FSDl-10
THOMAS RICCA ASSOCIATES JULY 1999
i/ran\(457)
16 Go. sioin less
sie e l.
Chonne
16 Go.
s'teel.
reinforcing.
sioin less
1-1/4" O.D. 16 Go.
sto in less steei supports
3'-0" (914) O.C. mox.
c\
I r.)
N
t I
Tighi fii wiih silicone
seolo ni. (Typico l)
3/8" x 16 stoinless steel
hex head bolt, stoinless
steel nui ond stqinless
steel lockwosher, welded
f+In lUbe. \ryPrcor,l
REFER TO WRITTEN SPECIFICATIONS AND FOODSERVICE PLANS
FOR FURTHER INFORMATION.
CHEF'S COUNTER FSD 1_28
JULY 1999 THOMAS RICCA ASSOCIATES
OVERSH ELF
VAIL CASCADE HOTEL AND CIUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 12200 -Carpet
July 21, 1999 -Page 1
1. SCOPEOFWORK
1.1 The General Contractor in accordance with the specifications, Section 00700 - GENEML
CONDITIONS, shall furnish the necessary labor and materials to install where scheduled and
shown on the drawings the carpet and pad as specified herein and shall furnish and install all other
related necessarv items.
a. Install owner provided carpet and pad as specified herein.
b. Furnish and install all thresholds, tackless stripping, door metals, etc. as required for
installation.
c. Provide Purchasing Agent with necessary takeofis and quantity information as required to
order all carpet in the correct quantities, length, roll sizes, dye lots, etc. for the entire
project.
2. MATERIALSANDMETHODS
z.l
2.2
Material used in the fabrication and installation of this work shall be new and the best grade
obtainable of their respective types.
Carpet: by Owner
See Furnishing Volumes for individual specifications
Underlavment: Furnished by Owner
a. 12 feet wide or as noted.
b. 40 oz. Hartex pad or most appropriate like type pad compatible to Vail, Colorado climate.
Tackless Strippinq: Shall be Roberts "Smoothedge", or approved equal.
Door Metals and Edqe Trim: Shall be clamp-down type with no exposed fastening, unless
oiherwise specified. Exposed screws or nails are not acceptable.
Installation of the carpet shall be performed by skilled, experienced, journeymen carpet installers.
Apprentices shall be used in accordance with the terms of the contractual agreement with the
union and only when the use of apprentices is applicable under the terms of such Agreement. The
work is to include all labor, equipment, material, and tools necessary for the completion of the job.
The installation is to be in accordance with the carpet manufacturer's recommendations for the
best installation practices. Workmanship shall be in keeping with the highest standards of the
carpet installation industry.
General Contractor shall take all measurements necessary and prepare a schedule of quantities
(yardage, rolls or square feet) ofeach material specified. The schedule shall be presented with bid
2.3
2.4
2.5
t.o
t.l
Anderson/Mlller, Ltd. 329 West 1Bs Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312\ 226-2555fel. AMLTD@aol.mm e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 12200 - Caroet
July 21 , 1999 - Page 2
proposal to the Owner for purchasing.
3. EXECUTION AND INSTALLATION
3.1 Measurements
a. Dimensions in the plans and specifications and the drawings are to be considered as
approximates. Contractor shall be required to carefully check in the field all dimensions and
other conditions affecting his work. The contractorshall be held solely responsible for
proper installation of the carpet in all areas designated.
b. Contractor shall provide Owner with necessary information so that carpet may be obtained
in rolls and widths thatwill avoid extra seams and reduce cutting and trimming losses.
Contractor shall be required to advise the Owner of desired roll dimensions so as to provide
proper roll lengths for long conidors and for large expanses of carpet that may require
special installation considerations. Any cutting of carpet rolls due to access problems to
other floors shall require Owner approval.
3.2 The Contractor shall inspect the subflooring before commencement of work. The Conkactor shalt
notify the Owner, in writing, of any conditions that will prevent him from producing satisfactory
finished work.
The start of installation of carpet by the Contractor shall be an indication of his acceptance of the
subfloors and he will automatically assume the responsibility for any unacceptable finished work
caused by subfloor condition (or existing padding, if reused)
The Contractor shall carefully broom-clean floors that are to be carpeted prior to the instattation of
carpet and padding.
'Removal and Replacement of Furniture and Equipment
a. Removing and replacement of furnishings in place prior to the actual initial installation of the
carpeting shall be by others. Contractor shall give Owner prompt and timely notice of the
necessity such removal.
lnstallation
a. Prior to commencing installation of the carpet the Contractor shall confer with the carpet
manufacturer concerning the most efficient and conect way of executing the installation.
The manufacturer's recommendations shall be considered binding and final unless
otherwise determined by the Designer.
b. All installation techniques shall shictly adhere with industry standards. Contractor shall be
required to propedy prepare the site for laying the carpet. The condition of the floors and
preparatory steps to insure a high quality installation shall be the sole responsibility of the
Contractor once the work has started. All carpet and underlayment shall be installed in
accordance with the recommendations of the manufacturer of the products used.
J.J
3.4
3.5
3.6
Anderson/Miller, Ltd. 329 West 18u Street, Suite 600 Chicago, lL 60616 (312) 226-2500 phone (312) 226-2555lax Al/LTD@aol.com email
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AML Job#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 12200 - Caroet
July 21, 1999 - Page 3
f.
lf mill flaws affecting the appearance, color, or texture of the carpet are discovered during
laying operations, installers shall be required to notify the Owner at once. Cuts from rolls
with such flaws shall not be laid without the specific approval of the Owner.
Where carpet meets another floor material (i.e., vinyl, tile, quarry tile, tenazzo\, blind metal
edge stripping shall be used with the tightest possible joining, except where otherwise
specified under these specifications.
Cutting of carpet at monuments shall be of an "H" type or similar to provide for substantially
invisible closure should the monument be moved. Framing of outlets shall be secured over
carpet to protect edges of cut. Final details at monuments to be approved by Designer to
be approved by Designer.
Installation of carpet shall be tackless strip, Roberts "Smoothedge", or approved equal.
Padding (cushion) shall be laid in largest possible lengths, using minimum number of
sections, making sure that padding is securely adhered to the sub-floor with the padding
cement as manufactured by Roberts Consolidated Industries, or equal, to prevent shifting,
buckling, etc. All seams in rubber padding shall be joined by tape seaming and cemented
with padding cement. All bubbles shall be knee-kicked out and a slight stretch applied to
the padding. Cushion seams shall be laid out so that carpet seams will not fall directly over
them. Padding shall be carefully laid so as to provide a good foundation for laying of the
carpet. Excessive patching using small remnants will not be permitted.
Carpet is to be installed over padding in accordance with manufacture/s recommendations
for seaming technique and proper amount of stretch in length and width. Power stretchers
are to be utilized in order to obtain the proper tension on the carpet. Knee-kickers are not
considered adequate substitutes for power stretchers. Materials shall be cut and fitted
tightly to walls, obstructions, corners, pipe fittings, and electrical, air conditioning, heating
and ventilation outlets. Power stretching shall be a minimum of 1 1/2 degrees in all
direction,
17 Seaming
lf the manufacturer has any special instructions regarding the seaming of the carpet as
specifiedherein,thecarpetcontractormustabidebythem. Seamsshall notoccurat
doonways and entries perpendicular to doors or enhies. Additionally, seams occuning at
doors parallel to door frames shall be centered directly under the door. Length seams shall
be trimmed and joined in accordance with the manufacture/s specifications.
When installing pattern goods refer to detail drawings to see placement and direction of
design. Repeat to match at all seams. Carpet shall be properly cut to eliminate traying ot
thecutends,cutsbeingmadefromthefront,notthebackofthematerial. Cutsshall be
made to insure continual pattem matching throughout.
All cross-seamsshall becutandmadeonthewire. Thereshall benotcross-seamsinthe
run of the conidors. Laying techniques shall be in complete conformance with the carpet
d.
b.
9.
Anderson/Miller, Ltd. 329 West 18r'Street, Suite 600 Chicago, lL 60616 (3142m-2500 phone (312) 226-2555 fu AMLTD@aol.com e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 12200 - Carpet
July 21, 1999 - Page 4
manufacturer's recommended installation practices.
d. Hot tape systems will be permitted if unconditionally warranted for the life of the carpet by
themanufactureroftheproductandthecarpeting. Heatseamtapeshall beasrecom-
mended by the manufacturer. Seams shall lie flat with no visible puckering, pulling or
distortion.
e. When border is used refer to detail drawing to see placement and direction of border. lf
border has a stripe of pattern, special care must be taken to match repeat a stripe at 90
degree intersections. Seams at 90-degree intersection must be mitered. Mitered seams to
be either sewn or joined with hot tape as per manufacturer's recommended method.
3.8 Protection And Clean-Up
a. The Contractor shall protect the carpet installation from damage resulting from the work of
other tradesmen in the building, scheduling and responsibility to be coordinated with Owner
and building contractor. Carpet installed prior to completion of installation of the building
fumishings and fixtures shall be protectively covered by the Contractor. This covering shall
be removed only when that segment of the work is completed and approval to do so has
been issued in writing by the Owner. Carpet under any covering shall continually be
inspected for mildew, etc.
b. Upon completion of the installation of each area and at the end of each day, the Conhactor
shall remove all waste and excess materials and store all tools and equipment.
c. Upon completion of the entire installation, or such segments of the installation as the Owner
may prescribe, the Contractor shall carefully and thoroughly vacuum-clean the entire
carpeted surface with an upright beater-type vacuum cleaner. All soil, spots, and stains
shall be removed by methods recommended by the manufacturer of the carpet. All such
work shall be done to the satisfaction of the Owner,
d. Contractor shall be responsible for damage to any building surfaces caused by carpet
installation i.e., paint, woodwork, doors, base boards, etc.
e. The cost of removing and replacement of equipment and furniture necessitated by
conective or warranty work shall be borne by the Conkactor, Contractor shall make timely
anangements with the Owner for such removal and replacement as may be required.
3.9 Ovenun And Usable Scrap
a. All usable excess pieces of carpet, not necessary to complete the work, shall be packaged
in wrapping suitable for storage, clearly labeled and marked as to construction quality,
color, and sizes, and be placed in an orderly manner in such area as may be designated by
the Owner.
3.10 Corrective Work
Anderson/Miller, Ltd. 329 West 18th Skeet, Suite 600 Chicago, lL 60616 (312)226-2500 fione (3121226-2555 fax AMLTD@aol.corn e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 12200 - Carpet
July 21 . 1999 - Page 5
The Contractor shall be required to repair the carpet, repair seams, joints and edges, and
removetwisting,puckeringorbubblesaftertheinitial installationhasbeencompleted. The
exact time for performing of this work shall be left to the discretion of the Owner, but shall
be within the first twelve (12) months after linal approval and acceptance of the original
installation. Owner is to give adequate notice for performing the work so that the Contractor
may make the necessary affangements for doing the work. Once such notice has been
given, the Contractor shall be required to promptly start the work and vigorously prosecute
the corrective work to a satisfactory conclusion.
r r r * * END sEcTloN 12200 * * * * *
Anderson/Miller, Ltd. 329 West 18'h Street, Suite 600 Chicago, lL 60616 (312) 226-2500 phone 1312) 226-2555 fu AMLID(Oaol.com e-mail
VAIL CASCADE HOTEL AND CLUB # 93026.15 Material Reference
pROpERTy Alfredo's FINISHES carpet DATE .ruryzt,rggg
DESCRIPTION
Location: Field Carpet
Paftern: Town & Country
Color: 180/33171 Charcoal
Width: 12'-0"
Repeat: 18" width, 18" length
Axminster Carpets
919 Third Street
New York, NY 10022
(800) 356-5013
Attn: Frank Heller
Location: Border Carpet
Pattem: Town & Country
Color: 180133179Charcoal
Width: 18" wide total, 2 per width
Repeal 4/9'down, 9" across
Axminster Carpets
919 Third Street
New York, NY 10022
(800) 356-5013
Attn: Frank Heller
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 16010 - Electrical Power and Lighting
July 21, 1999 - Page 1
1. SCOPEOFWORK
1.1 The General Conhactor in accordance with the specifications, SECTION 00700 - GENERAL
CONDITIONS, shall furnish the necessary labor and materials to furnish and install the electrical
work shown on the drawings and specified herein.
1.2 The Electrical Work shall include but is not limited to the following:
a. Furnish and install Fluorescent Fixtures at Kitchen, Cold Prep Area and Waitress Station
and other recessed fi(ures throughout the Main Dining Area per drawings and Electrical
specifications. Remove existing ceiling fixtures as required and noted, Provide all
necessary circuiting.
b. Install new owner supplied chandeliers and sconces in locations shown. Remove existing
ceiling fixtures as required and noted. Provide all necessary circuiting.
c. Furnish and install new duplex and/or quad outlets as indicated on drawings and specified
herein.
d. Install additional or relocate existing data receptacles as noted on plans and specified here-
in.
e. Install additional or relocate existing telephone jacks as noted on plans and specified
herein. Jacks to be RJ-11-Cwhere noted on plans.
f. Remove and reinstall all smoke detectors and alarm devices following installation of new
finishes.
S. Provide new circuits as required for new equipment in Kitchen and Service Station.
Coordinate with Section 15000-Equipment.
2. MATERIALSANDMETHODS
2.1 Furnish and install all fixtures specified at within the Electrical Engineering drawings.
2.2 Supply all appropriate lamps to complete installation of fixtures as specified. All fluorescent lamps
to be warm white full spectrum (3200K) with instant-on. Contractor to verify proper ballast to fixture
orior to installation.
2.3 StandardDuplexoutlet: LevitonDuplexreceptacleNo.5325orequal tomatchexisting. Ground
Fault receotacle to be No. 6598-1.
2.4 Standard Fourplex Coverplate: Leviton fourplex coverplale No. 80409.
2.5 Telephone receptacle to be Duplex RJ-1 1-C jack where noted on drawings.
Anderson/Miller, Ltd. 329 West 18b Skeet, Suite 600 Chicago, lL 60616 (312\226-2500 phone (312) 226-2555 tu AMLTD@aol,mm +mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob# 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 1 6010 - Electrical Power and Lighting
July 21 , 1999 - Page 2
2.6 Conduit shall be thinwall (EMT) Conduits shall be supported from building structure by beams of
approved conduit hangers or clamps. Minimum conduit size shall be 3/4".
2.7 Junction boxes in ceiling and wall locations noted on drawings shall be galvanized.
2.8 Colorofnewreceptaclesandfinishanddesignofnewfaceplatesshall bedarkbrown. Submit
sample to AML for approval prior to installation.
2,9 In general, all wire for use in interior dry locations shall consist of type THHN thermoplastic 600 volt
insulated stranded copperconductors. No wire smallerthan No. 12 shall be used for lighting or
Power wiring.
2.10 lf permitted by local code, under carpet cable may be used for relocation of telephone and T.V.
cable. Under carpet cable to be used for relocation of television and telephone. Telephone cable
to be modular plug 2-pair telephone cable as manufactured by: Burndy Corporation Power Divi-
sion. Install With Bottom Shield as recommended by the manufacturer. Television Cable to be
standard coaxial data cable. Provide all tools and fittings necessary for custom and varying
lengths.
3. EXECUTION AND INSTALLATION
3.1 Remove existing light fixtures where noted and dispose of offsite. Locations as noted on drawings.
3.2 Examine the substrates and supporting structure and the conditions under which the work
specified in this section is to be installed and remedy conditions detrimental to the work. Do not
proceed with the installation until unsatisfactory conditions have been conected.
3.3 The General Contractor under Section 09250 - Gypsum Drywall, after installation of light fixtures
'and outlets, shall patch to match adjacent finishes, as necessary prior to final installation of
coverplates, finish trim, light trim, light diffusers, etc.
3.4 All wiring, including electrical, except under carpet cable if permitted, telephone and T.V. cable,
must be run through conduit as specified. Conceal all conduit - coordinate with Section 06200
Carpentry and Section 09250 Gypsum Drywall.
3.5 All labor and materials to be in accordance with the provisions of the City of Vail, CO - Electrical
Code as cunently in force.
* r * * * END SECTIoN 16010 ** ** *
Anderson/Miller, Ltd. 329 West 18s Street, Suite 600 Chicago, lL 60616 (312) 226-2500 phone (3121226-2555 fa< AtullTDtOaol.com e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION 17000 - Salvage
July 21, '1999 - Page 'l
1. SCOPEOFWORK
1.1 The Salvager in accordance with the specitications, SECTION 00700 - GENEML CONDITIONS,
shall furnish the necessary labor and equipment to perform the requirements of the work specified
herein. Allconditions within SECTION 00700 - GENEMT CONDITIONS applicable specifically to
the General Contractor: item 4.0 through item 21.0 inclusive, shall apply to the Salvager as well.
1.2 The extent of the salvaging work shall include but is not limited to the following:
a. Removal and off-site disposal of, all carpet, edge trim, tack strip and pad.
b. Removal and off-site disposal of, all drapery materials and including track.
c. Removal and otf-site disposal of, the following furnishings:
PER HOTEL LIST
2. EXECUTION OF WORK
2.1 Carpet, pad, tack strips and metals shall be fully removed. Glued surfaces shall be scraped so that
floor surface is suitable for installation of new carpet and pad.
2.2 All furnishings, attached wall cleats and fasteners shall be removed with reasonable caution as to
prevent damage to wall surface.
2.3 Drapery hardware including all screws and fasteners shall be removed with reasonable caution to
prevent damage to wall or ceiling surface.
2.4 lt is the responsibility of the Salvager to coordinate removal of materials off premises with the
Operator and the General Contractor. Procedural outline and general demolition schedules shall
be submitted to the Operator and the General Contractor. No storage on site will be permitted.
* r * r * END SECTION 17000 " * * * *
AMerson/Miller, Ltd. 329 West 18h Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (3121226-2555 fax AMLTD@aol,com e+nail
VAIL CASCADE HOTEL AND CLUB
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
SECTION 18000 - Furnishing Coordination
July 21, 1999 - Page 1
1. SCOPEOFWORK
1.1 The General Contractor in accordance with the specifications, SECTION 00700 - GENEML
CONDITIONS, shall furnish the necessary labor and materials to perform the requirements of the
work sDecilied herein.
1.2 The extent of Furnishing Coordination and Installation shall include but is not limited to receiving
and installation of FF & E ooods as follows:
a. Placement of free standing furniture/lamps according to plan.
b. Artwork to be attached to wall bv cleat.
c. Installation of mounting banquettes and booths.
1 .3 lnstallation of work to be done by others, in coordination with Furniture Coordinator:
a. Carpet
b. Drapery
c. Salvaging
d. Any other subconhactors including but not limited to:
(1) Carpenters (2\ Painters (3) Wallcovering Installers (4) Electricians (5) Mechanical Contractors (6) Kitchen Equipment Contractors
1.4 Furniture Coordinator to provide the following:
a. Adequate warehousing for ownersupplied furnishings and transportation offurnishings to
job site.
b. Daily receiving reports of deliveries with delivery tickets and packing slips attached.
c. Competent supervisors familiar with hotel installations and operations.
d. Delivery schedules and progress charts of the installation to be submitted in bar chart form.
e. Trash removal from working areas on a daily basis.
f. Filing/follow-up of freight claims.
Anderson/Miller,Ltd, 329West 'l8rhStreet,Suite600 Chicago, lL 60616 (312)226-2500phone (3121226-2555fa< Au!I!@ggl.c9me-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AML Job #: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
SECTION '18000 - Furnishing Coordination
July 21, 1999 - Page 2
g. Scheduling of FF & E work by others as described in item 1 .4. Coordination with all other
conshuction trades.
h. Expediting of all merchandise as per specifications and purchase orders.
i. Furniture installer to work in off-hours and evenings as required by the job schedule.
1.5 Owner/Operator will provide the following:
a. Office space close to the loading dock for the duration of the project.
b. Telephoneserviceforcontactingsuppliers.
c. Air conditioning, heat and eleckicity as needed during the installation, including office
sDace,
d. Use of a copy machine for the duplication of receiving reports and packing slips.
e. Adequate vertical transportation from ground level of project to various floors or levels
where FF & E work shall take place, including operator, if required.
f. Adequate security during the period of installation.
1.6 FF & E laborshall comply with all local and state union codes and local conditions.
1.7 Time Frame: to be determined by the Purchasing Agent,
1.8 Contract: All verbal agreements shall be null and void affecting the contract price and conditions.
* * * * r END SECTION 18000 * * * * *
Anderson/l\4iller, Ltd. 329 West 18'h Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312) 226-2555 fu AMLTD@aol.com e-mail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENERAL CONSTRUCTION SPECIFICATIONS
Alternate List
July 21. 1999 - Page 1
LIST OF ALTERNATES
Alternate #1 Install new four sided stone clad fireplace per manufacturer's specifications and enclosed details.
Centerline of the flue to align with the centerline of the Restaurant entry doors. Centerline of the
fireplace hearth to align with the centerline of the seating area as indicated on drawings. Consult
MEP drawings for additional information.
* ** * * END ALTERNATE LIST * * i * *
Anderson/Milfer, Ltd. 329 West 18th Street, Suite 6@ Chicago, lL 6ffi16 (312) 226-2500 phone (312) 226.2555 tax AlvlUQ@aol.csm eflail
VAIL CASCADE HOTEL AND CLUB
Alfredo's
AMLJob#: 93026-15
GENEML CONSTRUCTION SPECIFICATIONS
AD lndex
July 21 , 1999 - Page 1
AD INDEX
AD-1 ALTERNATE #1 - Plan Sections of Firenlace
AD-1.1 ALIERNATE #1 - Elevations and Sections of Fireplace
AD-1.2 ALTERNATE #1 - Details of Fireolace
AD-2 Section and Details of Sneeze Guard
**TTTENDADINDEX.****
Anderson/Miller, Ltd. 329 West 18s Street, Suite 600 Chicago, lL 60616 (312)226-2500 phone (312) 226-2555 tu Al,4LTD@aol,com e+nail
2',-4u+
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SECTION IV - SYSTf,M I'ESIGN
LJL EX.3470 6-l-95 Page4-24
REV.2
NOzz.E PLACEMENT Rf,,QUIREMENTS (Continued)
Noazle Applicetiou Chrn
The following chad has been developed to assist in calculating
the quantity and tlpe ofnozzle required to protect each duct,
planum or appliance.
NOTICE
This chart is for general reference only. See
complete details for each tlpe ofhazard.
Erzrrd
Duct c Trmritio (Shgle
Nozzle)
Duct r Traasitic
(Shgle Noz.le)
Dud q Trmsitio
(Dral Nozlc)
Eledrc6tdic PrecipitrtG
(A1 Brse of D|rd)
Plg|um
(Horizmtal Prcoaicr)
Plerum
(V€rlical Prd€dial)
Fry€r/Split Vat Fry€rrr
Muimum Eezard
Dimensions
t ogh - tlnlinit€d
Pqin€a€r - 27 in. (67 crlr)
Dianaer - E.5 (22 czr)
ktglh-Lhlimitd
PerirDds - 75 in. (190.5 crn)
Diflr€.€r - 24 h. (61 crl)
Iagh - thlimitld
Perimeter - 150 in. (381 cn )
Dislrifr - 24 in. (61 arr)
lndividual Cell
ranglh - t n. (2.4 m)
Filter Heigfl - 20 b (51 crn)
L.agth - 4 ft. (1.2 m)
Widh - 4 i. (1.2 m)
Maxinum Size
(withod drb bo.rd)
lJ h. (38 crn) x
14 b (36 cur)
Area - 2 !0 sq. in.
(1355 sq crn) Maxirnun
Hlglr hoxistny
Medium hoximity
Maximum Size
(wirh &ip bocrd)
2l b. (53 on) x
l4 b. (36 un)
Ar€o - 294 sq. b. (1897 sq. cn)
M|ximum (Fry Pot srd nd
€xc€ed 15 in x 14 in
Uig[ Proximity
Mediurn hoximity
Nozle Nwle
Ouantitv Heiqhts t-
t-
t-
t-
t-
27 -47 m.
20 -27 m.
27 - 47 in.
20 -27 n.
Nozzle
Pert No.
4r9336
4t9317 t 78078.
4t93t7 / 78078.
419334
419115 t 4t7tl2
4t9316 t 4t7ft3
419339
4193,10
Norzle Tip
Stemping
Flow No
lw/ tws
2WnWH'
2Wt2WH.
l/2N
lN/lNs/tNss
lwlws/lwss
#oF ILOW NozzLEs POINTS
4t9339
4l93,lO
230
24s
230
245
.!J.. zllnldd l.tlrlldt 6tlor, O.i -drloF..rdtealr...f att||f$.rbd.FciE d.i.rhtFr, E &dLd lfdr id ar Pt a-tot tb. dr t-lo t
SECTION ry - SYSTEM DESIGN
uL EX. 3470 Gl-95 Page 4-25
REV.2
NOAil,E PIACEMENT REQIJIREMENTS (Contlnued)
Nozle Applicrtion Chrrt (Conthued)
Merimum Hezerd
Ilimengiong
Maxirum Sizc
(wilhorl drb bosrd)
19 l/2 in. (49.5 crn) x
19 in. (48.2 crn)
Area - 370 l/2 aq. in.
(2390 eq. crn) Mrxinrum
Hig[ Proxinity
Low Proximity
fdrxinun Size
(wih &ip bo.rd)
25 3A in. (64.4 o)
Arca - (3194 sq. cm) Maximum
(l.'y pd si& mu$ nd €r@ed 19
l/2 in. (49.5 cn) x t9 in. (48.2 crn)
High koximny
low Proximity
l.qrg€d Side
28 in. (71 cn)
Ar€o - 336 sq. in.
(215t sq. cr)
t oed Side (llieh ftoxirnity)
28 in. (71 r:rr)
Ar€a - 672 sq- in.
(4135 rq- er)
IflgEn Si& (Medium hoximity)
2t in. (71 crn)
Ar€8 - 672 sC. in.
(4335 sq. an)
LcrgE{ Side (Lo$, Prcxinily)
36 io" (91 cm)
Arca - l00t sq. in.
(6503 sq. qn)
L-argred Side (High Proximny)
48 br. (122 rrn)
Are! - l44O sq. in.
(9290 aq. or)
Logcs Sidc (Hidh Proximity)
30 in. (76 qu)
Aree - 720 eq. in.
(1t29 q. or)
I-cnge< Side (High Proxinity)
36 in. (91 qn)
Area - 1080 v1. ['.
(27a3 sq. crn)
t qlce{l' Sid€ (M€diurn Proximity)
48 in. (122 ctn)
Are. - 14.t0 sq. in.
(9190 sq. crn)
Nozde Nozele
Ousntitv Heishtr
2l - 34 in-
13 - t6 in.
Nozle Tip
Strmping
Flow No.
290
Nozzle
Part No.
#OF FLOW
NOZZLES POINTS Hszgrd
Fryert'
Range
4r9338
4t9t42
3N
290
3N
290
IF
2l - 34 in. 419338
f3 - 16 in. 419142
30.50 in. 419333
(?6 .127 qn)
t()-r0in. 4193,10
(102 -127 un)
30 - 40 in. 419341
(76 - 102 qn)
15 - 20 in. 419342
(38 - 5l qn)
30 - 50 in-
(76 - 127 q'n\
(P€nmetef
loq!€d)
30 - 50 in.
(76 - 127 crn)
(rx ir lJcatqJ)
35 - ,lO in.
(89 - 102 un)
(p.rlrlddr
loqt.rl)
20 - 30 in.
(51 - 76 crn)
lo€t€d)
4t9341 260
4t9342 290
419315t4t7112 IN/INS/INSS
4t9342
.'f.. |i|l Dd. F!trli...a.iNL Ctd. e dddld i'ferrih $ PTr a-l o.I rlrc{h.i-t ot
SECTION IV. SYSTEM DESIGN
l.lJ-Ex.3470
REV.2
3-29-96 Page4-25.1
Hazerd
Griddle (Coinued)
NOZiItr E PLACEMENT REQUIREMENTS (Continued)
Nozle Applicrtion Chert (Contlnued)
Marimum Hezard
I)imenrions
Nozele
Ourntitv
I I-crg€d Side (t w Proxirnity)
48 b. (122 cm)
Area - l,l40 8q. in.
(9290 sq. crn)
f-ogf.i Side - 34 io. (t6 qn)
Ar€s - 1088 sq. io.
(7019 sq. {:n)
l,€ngh - a3 in. (109 cn)
Widh - 3r in. (79 qn)
Logfd Sid€ - 2a in. (61 crn)
Ar€. - 528 sq. in.
(3406 sq. on)
L,oeest 8i& - 24 in. (6 I qn)
At€a - 528 sq. in.
(3a06 rq. ur)
Lmg€s Side - 3a in. (85 qtr)
Area - 680 sr;. io-
(4388 sq. cm)
l,q|ged Si& - 24 in. (6 t on)
Area - 288 sq. in.
(l t58 sq. on)
La|ge{ Side - 24 in. (6 I qn)
Area - 288 sq. in.
(1E58 sq. on)
f-crgst Sid€ - 30 io. (76 qr)
Area - 720 sq. in.
(4645 sq. crn)
L,oe€st Sid€ - 30 in. (76 qn)
Area - 720 sq. in
(.1&15 sq. car)
t"crgth - 32.5 in. (82.5 on)
Widh - 30 in. (76 cur)
t -rgth - 32.5 in. (t2.5 or)
Widh - 30 irr. (76 crn)
14 in. - 30 in. (36 - 76 on)
Diamea€r
3.75 - 8.0 h. (9.5 - 20 on) Doqr
I I in. - 18 in. (28 - 116 un)
Diarrrrs
3.0 - 5.0 in. (7.6 - ll crn) Deep
I I in. - 24 in. (28 - 6l un)
Dianeq
3.0 - 6.0 io. (t - 15.2 crn) Dq+
4t9336 I 4t7331 IW/IWS/|WSS
4t9lt5/4t7tt2 |N/INS/INSS
4193,+0 245
419335 /419332 lN
4t93t51419J32 lN/lNS/INSS
419t35/4t9332 lN/lNS/lNsS
4l9ll5l4t93t2 tN/lNS/INSS
41933t 3N
4t9338 3N
419334 l/2N
419334 t/2N
4t9341 260
4193t5 / 4t73!2 tN / INSS
4t9t35 t4t73t2 lN/ INSS
Nozzle
Heiqhts
l0 - 20 in.
(25 - 5l crn)
(p€rimder
locat€d)
l0 - 26 in.
(25 - 66 qn)
l -l in.
(3-Eqn)
l8 - 40 in.
(,16 - 102 qn)
26 - 40 ia.
(66 - 102 cn)
20-50m.
(51 - 127 qu)
l8 - 35 in.
(,16 - 89 an)
18 - .lO in.
(46 - 102 gn)
14 - 40 in.
(16 - 102 crn)
t4- 40 in.
(36 - 102 {rn)
Nozzle
Prra No.
4t9t4l
Nozzle Tip
Stamping
Flow No.
2120
# OF FII)W
NO77r.rS POINTS
Choin Broiler.
(Ovedead Protodico)
Chain Brcilet
(Horizq&l ltdoci6)
Gas-Rtdild Chrr-Broiler
Elqlric C'hsr Broil€r
l-cva-Roc* Broil€f
Natursl Ctsrcoal Broil€r
t-sv!-Ru* (r Nafuml
Charoal Char-Broilq
Mesquite Char-Broiler
Uprigln Broil€r
Sdannder Broiler
Wok
4
.lti!!.bh blild drr o9.iB - 12 it r 12 i! (t I 6l )( 3r sI -d d td dn 60.r .a inEn t boitr @
SECTIONXK - APPENDD(
TOTALFLoWPoINTS:!{ EX.3470 3-t5-95 paseg-l
R.EV. I
SYSTEM SELECTION GUIDE
TOTAL TANK TYPEOF NIIROCEN CARBONDIOXIDE
FI.OWNO.. OUANTITY SYSTEM TYPEOFHARDWARX, CARfiIDGEREOUIRED CARTRIDGEREOUIRED l-5 I Single 1.5 Gal. Reg. Releasc Ll'-20-R (7032) l0l-t0 (15850)
Gl I I Single 3.0 Gal. Reg. Release L1'-30-R (5373) t0l-20 (17492)
12-16 2 l)ouble 1.5 Gal. Reg. Release Double (73022) l0l-30(1585t)
3.0 Gal. Additional Tank
17-22 2 Double 3.0 Gal. Reg. Release Double (73022) l0l-30 (15851)r.
3.0 Gal. Additional 'l'ank
23-27 3 Multiple 1.5 Gal. Reg. Release L't'-20-R (7032) l0l-10 (15850)
3.0 Gal. Reg. Actuator L'I-A-l0l-30 (29187) l0l-30(15851)."
3.0 Gal. Additional 'I'anli
28-33 3 Multiple 3.0 Gal. Reg. Release Lt'-30-R (5373) t0l-20(l5S50)
3.0 Gal. Reg. Actuator LT-A-l0l-30 (29187) l0l-30 (15851)r'r
3.0 Gal. Additional l'ank
34-38 4 Multiple 1.5 Gal. Reg. Release Double (73022) l0l-30 (l5S5l)
3.0 Gal. Additional Tank
3.0 Gal. Reg. Actuator L1'-A-l0l-30 (29187) l0l-30 (15851)t.
3.0 Gal.. Additional Tank
3944 4 Multiple 3.0Cal. Reg. Release l)ouble (?3022) l0l-30(15851)tr
3.0 Gal. Additional 'l'aak
3.0 Cal. Reg. Actuator L'l'-A-l0l-30 (29187) l0l-30 ( I 5851 ).'.
3.0 Gal. Additional l'ank
4549 5 Multiple l.5Gal. Reg. Release t.'l'-20-R (7032) 10l-10(15850)
3.0 Gal. Reg. Actuator l.'I-A-l0l-30 (29187) l0l-30 (15851)rrr
3.0 Gal. Additional
3.0 Gal Reg. Actuator LT-A-l0l-30 (29187) l0l-30 (15851){.
3.0 Gal. Additional 'Iank
50-55 5 Multiple 3.0 (ial. Reg. Release LT-30-R (5373) t0l-20 (t7492)
3.0 Gal. Reg. Actuator LT-A-l0l-30 (29187) l0l-30 (15851)..r
3.0 (ial. Additional 'l'ank
3.0 Gal. Reg. Actuator LT-A-l0l-30 (29187) l0l-30 (15851).r.
3_0 Gal. Additional l'ank
56 - 60 6 Multiple 1.5 Gal. Reg. Releasc
3.0 Cral. Additional Tank Double (73{)22) l0l-30(15851)
3.0 (ial. Reg. Actuator
3.0 Gal. Additional Tant LT-A-IOl-30 (29187) l0l-30 (15851).rr
3.0 Gal. Reg. Actuator
3.0 Gal. Additional Tank LT-A-l0l-30 (29187) l0l-30(15851)$r
6l -71 7 Multrple 3.0 Gal. Reg. Release
3.0 Gal. Additional l'ank Double (73022) 101-30(l5S5l)
3.0 Gal. Reg. Actuator
3.0 Gal. Additional l'ank L'l'-A-l0l-30 (29187) l0t-30 (15851)'r.
3.0 Gal. Reg. Actuator
0OTCtr
rrrr ult00.rri
tntu R-tot fcr Gflcltotl KtTolrco ltooD flnc tu??nctflon trtfclt.
tu ?tfl0c tilnu ff tcxcDulc t0 tlnoK Inon unrctt or||cnfrtc 00TCD.
olnolC flccvcD lilcnc CxnotcD In [ooD.
rntrtrrtTron of Gtt $rw off vllvc tnD ctcorn|onl fril0G Donc tyorilcn .
clcotnrocl oofiTnol 90tcR To !c | | 0 volr - ?l|ttc | - 60 cyclc unlctt
OTICNII'C INDIONTCD.
fffcnfntl| cYclc to rcG|n uto0 ncTrvtTron of Tl|c tntul
ncloTC lt0utr turu tTtTro0(t) ro m oct?cD r0' fnon cx||nutT [ooDt ill
I PnTl| Of COnCtt. ICOCPTI0OC Of rOGtTlOn U?'On nOUGll ln On flntl
l0rPCoTton.
vtrr cttcnDC loTcl
I IOO ]C'TIIRYCN DR|VC
vflt. cotontDo
trtY t. t000
RttoTt flrc & tnfgrY. Ino.
{l5t t. nlTcnct oouffi - f
cnctctooD. oolonRDo 80t t0
c,o14
il"$f*
PBsoo . ocru
(t0t) 7cr-8r50
f-oo'COC{p
e E-q
? #$
8 H€o\ 3(f ts b. c.l
5.rd
.t >,
fr{
rrr (\
X
Ci o 5
m
9.E
B o
H o
gl
D
s (\l x
\o
m c il
09 (\I x
\o
a)
u0 g
u
oo e{
,'o
.E o
E
o
s N x
\E}
E
=a
E e q)t5
i; .h o3 ET EE 6:>z
EE Ed
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lrJ F-
EiH
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3H#
SECTION ry . SYSTEI}i DESIGN
LJLEX.3470 6-l-95 Page4-24
REV.2
NO,'rI E PLACEMINT REQUIREMENTS (Continued)
Nwlc Appliotlon Ctrrt
The following chart has been &vel@ to assist in calculating
the quntity and type ofnozzle required to protect each duct,
plenum or appliance.
NOTICE
This chart is for general reference only. See
complele details for each type ofhazard.
Muimum Hrzard
Ilimcnsions
lagh - tlnlimil€d
Peringer - 27 in. (67 crr)
Dirmetcr - t.5 (22 qn)
I€rgh - Lhlimit€d
P€rimaer - ?5 in- (190.5 cm)
Diamaer - 24 b, (61 on.)
I-englh - ttrlitnital
Perimetcr - 150 h. (381 cn")
|)iamd4r - 24 b. (61 ctr|)
Individrl CeIl
L<rgth - 8 fr. (2.4 m)
Filts Hcigtn - 20 i! (51 qn)
L,atgh -4ft (1.2 m)
widh-4& (1.2m)
Maximum Size
(withor! &b board)
15 h. (3t crn) x
l4 h (36 cu)
Ar€3 - 210 sq. in.
(t355 rq o) Maximun
High Proximity
lvledium hoximity
Maximum Sizo
(with db bolrd)
2l itr- (53 crn) x
14 h- (36 crn)
Area - 29a q in. ( 1t97 sq. an)
Mrximlm (fry Pd mud nd
€xo€6d 15 in x 14 in
Hig[ Proxinily
Medium Proximity
Nwle
Ouentitv
I
,
I
I
I
Nsale
Ileiqhts
27 -47 m.
20-27m.
27-47m.
20-27rl..
Nozzle Tip
Stemping
Flow No
tw/ lws
#oF FLOW NozzLEs POINTS
Dud a Tresitio (Sbgls
Nozzle)
Dud a Trsrsitim
(Shgle No:zlc)
Duct c Trarsilio
(Dral l,lozzle)
Elecrocaic Precip aa
(At Brre ofDuC)
Plenum
(Hcizcdrl PrCertio)
Plorum
(Vatical Prceu.im)
Fry€r/Split V81 Fry€r.!
4t93t7 / 7807t
4t9t37 I 78078t
419334
4t9tl5 t 4t73t2
4t9316 t 4t1ttt
2WnWH.
2Wt2WH.
l/2N
lN/tNs/tNss
lwtws/rwss
419339
4 t 93,10
419339
,fl9l,l0
230
245
210
245
Nozle
n-nNnod.6l.t,Lq6lhi,addd-lFd.dn ..1t...F nlirL tbd. Fu..rio dt'd. frlrr E daiLd lddtilo d PtE 4.10.I thq{i a. ro.!
SECTION IV. SYSTEM DESIGN
IILEX.3470 Gl-95 Page4-25
R.EV.2
NOZZLE PLACEMENT REQUIREMENTS (Continued)
Noale Applicetion Chrrt (Continued)
Nozzle Tlp
tr11rinum Hurd Norzle Nozzle Nozzle Strmping # OF I'I.()W
Fu|rd Dimenrionr Ou.trtitv Heisblr Prrt No. Flow No. NOZZLES POINTS Fryo.. Mrximrun Sizc
(wirhou dri board)
19 r/2 io. (49.5 crn) x
19 in. (48.2 cm)
Arer - 370 l/2 Bq. in.
(2390 rq. en) Mgxirum
Hidh Proximity I 2l - 34 in. 419318 3N
Irw Proximily I 13 - 16 h. 419f42 290
Mlxiaun Size
(with &ip bord)
25 llt in. (64.4 (,n)
Area - (3194 sq. qn) Maximum
(Fry pd si& mu{ DCa €xoe€d 19
ln in. (49.5 crn) x 19 in. (4t.2 on)
Higb Proxinity
Lou, Proximny I 2l _ 34 in. 419338 3N z 6 I 13 - 16 in. 419342 2m Range Loe€s Si& I 30 - 50 in. 4t9333 lF
28 in. (71 on) (76 -127 olrr)
Area - 336 sq. in.
(216t sq. cm.)
f,cnge{ Side (High Proximity)
28i! (ii cart" -- " I '10 -50 in 419340 245
Ata'6724.in. (lo2 -127 cm)
(4335 sq. cn)
I.d|ged Sid€ (Medium hoximity)
28 in. (?l qn) I 30 -,t0 in. 4t9341 260
Area - 672 sq. in. (76 - 102 qn)
(4335 sr1. un)
LalgFsa Sid€ (Lru' Prcximity)
36 itt (91-:1) j lJ-zorn. 4tsr42 zw Ar€a - lO08 sq. in.
(5J03 tq. crn) (18 - 5t qn)
4 8
Crriddl€f.me€st Si&(tligh Proximny) I lO - 50 in. 419341 260
48 in. (122 an) (76 - 127 cn\
Area - 1440 sq. in. (perimdcr
(9290 sq. qn) locd€d)
L,oog/E$ Si& (High Proximity) I 30 - 50 in. 419342 Z9O 30 ir. (76 on)
Aree - 720 sq. h. (76 - 127 orrt)
(rs29 sq. crrj (cq r locatql)
I-oreed Side (High Proximity) I 35 - /t0 in. 419315 I 417312 |N/INS/INSS
36 in. (91 crn) (89 - 102 qn)
Area - 1080 a1. fl. (P€rir|€.cr
(2743 sq. on) locat€d)
r {oq.d si& (M6dium Proximny) 419142
48 in. (122 cur)
&€r - l44o 3q. iD. I 20 - 30 in' 29o (ereosq.cm) 3:#f,
loqtcd)
.?a drlb|'r.rd.Fd.dio.,.itL&r.r. |c dd.il.d idr&dio oo Pt.. a-ro.l drddh4no.r
SECTION IV. SYSTEM DESIGN
wEx.v70
REV.2
3-29-96 Page 4-25.1
NOUZJ,E PLACEMENT REQUIREIIIENTS (Continued)
Nozle Applicetion Chrrt (Continued)
Merimum Ilezrrd
Dimenrlonr
Nozzle
Ougntitv
I Lqlged Si& (l,rr Proximity)
48 in. (122 car)
Arc6 - l,l40 8q. in.
(9290 sq. crn)
fag€{ Sid€ - 34 h. (t6 cn)
Arc. - loEt sq. in.
(7019 sq. czr)
t argh - 43 in. (109 cn)
Widh - 3l in. (79 on)
l-ctgcc Sid€ - 24 in. (61 crn)
Ar€s - 528 sq. h.
(31106 sq. cn)
l-ctecst Side - 24 h. (61 qn)
Arer - 528 sq. in.
(3,106 sq. m)
I-oge{ Sid€ - 34 itr. (t6 crn)
Arca - 680 sg. in.
(4388 uq. on)
l{rged Side - 24 in. (61 crn)
Ar€a - 288 sq. in.
( I E58 sq. on)
Langed Si& - 24 in. (61 crn)
Area - 288 sq. b.
(It58 q. cm)
l,ctg.d Sid€ - 30 in. (76 sD)
Arco - 720 sq. in.
(4645 sq. ctn)
Lcn{E$ Sid€ - 30 in. (76 crn)
Arca - 72O rq- in
(4&15 sq. on)
I-crgth - 32.5 in. (82.5 on)
Widh - 30 in. (76 cn)
Lcrgh - 32. 5 in. (t2. 5 on)
Widh - 30 in. (76 on)
l4 in. - 30 h. (36 - 76 lrn)
Di.trd€
3.75 - 8.0 h. (9.5 - 20 an) Doqr
I I in. - l8 in. (2t - ,16 crn)
Dismd€r
3.0 - 5.0 in. (7.6 - 13 car) Decp
I I in. - 24 in. (28 - 61 cm)
Diamder
3.0 - 6.0 in. (8 - lJ.2 qn) Do?
Nozle
Heiehtr
lO - 20 in.
(25 - 5l crn)
(p€rimder
locat€d)
l0 - 26 in.
(25 - 66 qn)
l-3in.
(3-8c'r|)
lE-,t0in-
(,16 - 102 €In)
26-40h.
(66 - 102 crn)
20 - 50 in.
(51 - l27 on)
18 - 35 in.
(,16 - E9 crn)
18 - 40 in.
(46 - 102 on)
14 - 40 in.
(36 - 102 qn)
l+ 40 in.
(36 - 102 un)
Nozzle
Part No.
4tgt43
Nozzle Tip
Stemping
Flow No.
2r20
#OF FLOW
NOZZLES POINTS
C,riddle (Cqninued)
Chain Broiler.
(Ov€ttead Prd.€dic)
Chab &oiler
(Horizanal Prokctiqr)
Gas-Rsdiad Char-Broiler
Elerfric Char Broiler
Lava-Rodr tJroiler
Natursl Chsrcosl Broil€r
hvr-Rq* rr Notunl
Charcoal Clur-Broiler
Mesquite Cbar-&oilq
Upright &oil€r
Salsnand€r B.oil€t
4193t6 | 4t7t33
419t35 | 4t7312
419340
419315 / 419f12
twlws/twss
lN/tNs/lNss
245
IN
4t9t35/4t9332 lN/INS/INSS
4t9f35 | 4t91t2 IN/lNS/INSS
419135 / 419332
419338
419338
4t9334
4t9334
419341
4t9tt5 / 4t7332
4r9tt5 | 4t7132
I N/l NS/l NSS
3N
3N
l/2N
| /2N
260
lN / lNss
lN/tNss
.MiriM dra S.oila od:ra oFriB - 12 in r 12 nr (ll mrll or), rdn a t- 0n 6ori d itldld k itr.iE
SECTIONX - APPBNDX
TOTALFIoWPoINTS:!{ [JLEX.34?0 3-15-95 pageg-l
REV. I
SYSTEM SELECTION GUIDE
TOTAL TANK TYPEOF MTROGEN CARBONDIOXIDE FlrlwNo.'oUANTITY SYSTEM TYPEOFHARDWARE CARTRTDGEREOUIREp CARTRTDGERBqUIRX,I)l-5 I Single 1.5 Gal. Reg. Release L'l'-20-R (7032) l0t-10 (15850)
6l I I Single 3.0 Gal. Reg. Release L'I'-30-R (5373) l0l-2D (l't492)
12-16 2 Double l.SGal. Reg. Release l)ouble (73022) 10l-30(15851)
3.0 Gal- Additional Tank
17-22 2 Double 3.0 Gal. Reg. Release l)ouble (73022) t0l-30 (15851)'r
3.0 Gal. Additional 'l'ank
23-27 3 Multiple 1.5 Gal. Reg. Release L l'-20-R (7032) t0l-10 (15850)
3.0 Gal. Reg. AchEtor LT-A-l0l-30 (29187) l0l-30(15851)r{
3.0 Gal. Additional 'I'anli
28-33 3 Multiple 3.0 Gal. Reg. Release l-1-30-R (5373) l0l-20(15S50)
3.0 Gal. Reg. Actuator LT-A-l0l-30 (29187) l0l-30 (15851)r..
3.0 Gal- Additional 'l'ank
34-38 4 Multiple l5Gal. Reg. Releasc Double (73022) l0t-30(1585t)
3.0 Gal. Additiornl Tank
3.0 Gal. Reg. Actuator LT-A-l0l-30 (291E7) l0l-30 (15851)rrr
3.0 Gal.. Additional Tank
3944 4 Multiple 3.0Gal. Reg. Release Double (?3022) l0l-30(15851)rr
3.0 Gal. Additional l'ank
3.0 Gal. Reg. AchEtor LT-A-l0l-30 (29187) l0l-30 (15851)r..
3.0 Gal. Additional I'ank
454t 5 Multiple 1.5 Gal. Reg. Release L'l'-20-R (?032) l0t-10 (15850)
3.0 Gal. Reg. Actuaror LT-A-IOl-30 (29187) l0l-30 (15851).r.
3.0 Gal. Additional
3.0 (isl Reg. Actuator LT-A-l0l-30 (29187) l0l-30 (15851)r'r
3.0 (ial. Additional 'l'ank
50-55 5 Multiple 3.0 (ial. Reg. Release 1.1-30-R (5373) l0l-20 (17492)
3.0 (ial. Reg. Actuator LT-A-l0l-30 (29187) l0l-30 (15851)..r
3.0 (ial. Additional 'l'ank
3.0 Gal. Reg. Acruator LT-A-l0l-30 (29187) l0l-30 (t5851).r.
3.0 (ial. Additional I ank
56 - 60 6 Multiple 1.5 (ial. Reg. Releasc
3.0 Gal. Additional Tank Doublc (73022) l0l-30(l5S5l)
3.0 Gal. Reg. Actuator
3.0 Gal. Additional Tank LT-A-I0l-30 (29187) l0l-30 (15851).'r
3.0 Gal- Reg. Actuator
3.0 Gal. Additional Tank LT-A-l0l-30 (29187) l0l-30(15851)"r
6l - 7l 7 Mulliple 3.0 Gal. Reg. Release
3.0 Gal. Additional l'ank Double (73022) t0l-30 (t5851)
3.0 Gal. Reg. Ach.Btor
3.0 Gal. Additional 'l'ank L1'-A-l0l-30 (29187) l0l-30 (15851)"r
3.0 Gal. Reg. Actuator
TOUIN OF VAIL
75 S. FRONTAGE ROAD
VAII-,, CO 81657
970-479 -21,38
Cx-r--*r-^-^-\
Job Address:Location...:
Parcel No..:Project No.:
13OO WESTHAVEN DR
13OO WESTHAVEN DR,
2LO3-L2t-0 0-012
PRJ99-0330
Status. .
CAScADAppIied.
Issued. .
Elq)ires.
APPLICAII| ZERR ENrERPRISES, INC. Phone: 303-758-7776
5550 EAST EVANS - SUITE 110, DENVER, CO 80222
COIITRACTOR ZERR E]flIERPRISES, INC. Phone: 303-758-7776
5650 EAST EVANS - SUrrE 110, DENVER, CO 80222
OWNER L-O VAIL I{OLDING INC
WESTIN HO'fEL 'T[TE, VA]L CO 81657
BUsrNEss VAII-, CAso\DE HOTEL ,,\. TOV/COmm. DeV.
Descriprion: ulean-up Deporsit Refuncj
COI\IVERT CI.,OSED OFFICE SPACE TO OPEN OFFICE SPACE APPTOVCd &
occupancy: 82 82 amount AF'
T149e Construit-ion' r FR Tlpe I Fire-Resistive date i.f-'-1}|pe occupancy: ts2 Not in tabre! -'-- - tZt/(oj
Valuation : 5(> ,33-3 Add Sq Ft:
Fi,replac€ Information: Reetricted:#of caEt Appliances:*Of caa Irogs:
Total calculated Fccs-- - >
*of wood/Pallet:
FEE SUMMARY
Building ---->
Plan ch6ck - >
Inv6aEigation>
57S 00
at73 .75
.00
100.00
, oo
250.00
Rcstuaralt Plan R1:view- - >
DRB F+re----
1, 301 . 75
Addi.cional FeeB-------- -> .00
Totsa1 Pe!-nit Fee---- ---> 1,301.75 O0 liec_ieaCioa l"ee--- _ - _ >
!.1i11 call----> :.00 C-'-etrn - up Deposit----Pa!4[enLs---_
""'.'."'"';;;'";;;;; ;;;;,;;;';;"ffi;"*......i:rrr;1r'"'*"rH';;;;;;;';;;;;;'"'::..'LL/05/I999 KATHY AsTiON: NOTE ROIITED TO GG_rL'/09'/L999 c-cooDELL Action: APPR iEbm,'os4oo-Fi,errlrNc DepenrrvteNT Dept: PT,ANNTNG Division:7170i/lggg TETHY Actj.on: NOTE ROII|ED TO GEORGE RUTHER
L1-,/05'/1.999 ].(ATHY .AI::ion: APPR NO NEED FOR PLNG APPR
iEAm" oseb: r'in.l ls:A,rtunn'l Dept: FrRE Diwision:1llos/tgg9 IGTHY .Action: APPR FRWDG DwGs wgEN READY.iE6ft;' 0550:- p'"s; lC .,^'5RXS Detrt: pUB WORK Division:
LL/05/L991 KATH'.] Action: NorE RoIITED To LEONARD/PW
Lr'/08'/L999 I(ATHtl -4.ction: APPR Rerouted to Fire Dept
See Page 2 of uhis ,ic(tumer:: f or aly conditions thaE may apply Lo this permit.
fECI.,ARA'TIONS
I hercby acknorrledge rhaE I have :eid Lhisr lp?tj.cation, :il1ed our :n fult che inforuation lequir'ed, coEPleged an accurate PloE
p1an, .nd scate thaE aLl tsti i:rforEiLic,n p!)vided as required is correcc- I agrce to couply lritsh the inforoation and PIot plan,
Eo compl-y wiLh all Town ot:dinances and staEe lal,'s, and to build Ehis stluccure according to gh€ Tosn'E zolting atld subdiviaion
cod.6, design review approtc,d. Lni-a)r,r 3ui:drog code and other ordinances of tho Torrn appl'icable chrreLo.
C--4c...1. \), L\***
C<>-rac '"\--- Q-+1
DEPARTME}fl| OF COMMUNITY DEVELOPMEIiIT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT COMM BUILD PERMT PCTMit. #: 899-0294
ISSI]ED
1,1,/ 0]-/L999
tL/ 09 /t9e9
os / o7 /2ooo
REQUESTS FOR INSPECTIONS S:lALi, 8E M;lla 'l'idEMrY - |OUR HOLQS rN ADVANCE BY
Send clean-Up Deposit To: ZERP ENTERPPTSES
*rt**{r****:t*******x**i.*./*:t************tr****L*************************************
Permit. #: 899-A294 SEaLus: ISSUED
** ****** ***** **** t :t** *:t t ** * ** t* * ** * * * * * * t * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
CONDITIONS
as of L1/09/99
Permi-t Type: ADD/ALT', COMM BUILD PERIVIT
Applicant : ;ZERR EIiTERPRISES , INC.
303-758 -7776
Applied: tL/oL/L999
Issued: tL/09/1999
To F,>qgire: O5/07/200O
rob Address:
LOCAtiON: 13OO WESTHA'./EN DR, CASCADE HOTEL
Parcel No: 2j-03-121-00-0L2
Descriptlon:
(IOIWERT CLOSEiI OFF'.ICE .SPACE TO OPEN OFFICE SPACE
Conditions:
1. FTRE DEP?].RTMENT APPR,OVAI, IS REQUIRED BEFORE A]{Y WORK CAN BE
STARTED :I] THiIi?E A?.J] FIRE AT,ARMS OR SPRINKLER SYSTEMS EXIST-
ING IN 'T:-!E ARE.A OF CONSTRUCTION.
2 . FIETD INi;PEC'_':JIIS AllE REQUIRED TO CHECK FOR CODE COMPLIANCE.
3. ALL DEMO & CONSTRUCTION WORK MUSI' BE COORDINATED WITH THE
TOV FIRL] DEPT . TO -AVOID AL\PJ'4 SYSTEM DAMAGE, FALSE AI,ARMS,
ETC. COi.]IIACT TJ:IE FIRE DEPT. AT 479-2250,
. ALL FIRE SPR],'IKLEF: SYSTEM & ALARM SYSTEM WORK MUST BE
COORDINATED WJTTI TiiE FIRE DEPT. CONTA T TTIE FIRE DEPT.
BEFORE R!]I4OVIII(} OR iTELOCATING ANY HEADS OR DEVTCES.
5. ALL DOOit,:, 1'O i,IORR.ID()RS MUST tsE APPROVED, LISTED, SELF-
CLOSING ()? AI,I:'JI'i1'It']-CLOSllIG & I,ATCHING 20-MINUTE SMOKE-
AND_DF3.F'"I, COl\i,|.NCL A.]SEMBLIES .
6 AIYY NE['];JALLS;rkE't'tj BE SI'EEL STIIDS WITII 5/8n TYPE 'X'
DRYWALL A'PL;i' .IO I]OTIi SIDES, APPROVED FIRE-RETARDAI\TT_
TREATED '''IOOD i',[\Y F.: OSED Or{LY WITH]N (INSIDE OF) THESE
ViALL AS5:l,lE:-.:,'i & r-)i{if FOR BACKING.
7. EXIT S]G}|S, E-...;T. SIGN ILLI]IVIII\iATION & MEANS OF EGRESS
LIGH'II\{] .N EIti.I}?.i]EI.]':].1 LIGIiTING S}IALL BE PROVIDED IN
ACCORDAJ.'j]I l^Il".i 3,1:1 . 100.i"2.3 & t003.2.9, 1997 IIBC-
8. ALL l,{Cli< i.;Il\li-. .'I.,I...iI^IISE BE lti ACCORDANCE WITH THE 1997
L,BC, 1-9!). UPr:. '.rl;- :ri)7 IPC, 1998 IMC OR 1997 UMC, THE
1997 UF'r-l !: Cr''Ii:ji: ?1-i:.:rllcj\tsL; ORDINANCES OF THE TOWN OF VAIL.
9. Ii{E 'IYpE iF C'1,'JIiT:?-'JCTION FilR THIS BUILDING IS TYPE I
?rRE-RESrg'1'1r;i {'iraPg r-F"R. ) . ANY COLUMNS OR BEAMS
.TRAMING li,r.T,f -_':)r_.'.tivtiis (THE sTirucTItRAL FRAME) TIIAT ARE
IXPOSEI .ir,.::?Ii$ T'r:ril r;:VIOL:TIOhII/CONSTRUCTION PROCESS MUST
rlE PROTI:;iii'ED,;-::I'IL--.?PROVED FIRE PROTECTION MATERIALS
iAVING A .i-H0'',t f l.r{i-RESLSTIVE RATING.
SIGNATT'RE OF OWNTR OR CONTRACTOR FOR HIMSELF AND OI{Ii'ER
TOiCN OF VAIL, COLORADO
StateinnE NuEber: REC-oSS? AmounE: 1,301.?5 l-f/09/99't5:L2
Pavmcnt McEhod: 1024 NoLaiion: zERR ENTERPRISES tn.i-E: .JN
Plrnic No: 899-0294 T)?e: A-COMM ADD/ALT coMM EUILD P
Parcel No: 2103 -L2l-00 012
Site Addre6e: 1300 !{EaTiIAVEN DR
Localion: 1]OO iIESTHAVEN DR' CASCADE HOTEL
ToLaI Fees : 1, lol . 75
Thi. Paydent 1,3cI.75 Tocal Al,l, PnEs: 1,301.75
Balance:.00
*r, i*it.aatt tt* *
Accounl codc Descrrpt 1'on
575. O0
100.00
250.00
t.00
BP OO1OOO031111OO BUILDING PERMTT IEF]S
DR O0Loo0031l.2200 DESTGN REVTEW FEES
PP O0100003112300 PI,AN CHECK FEES
AD D2 -DEPOS CLEANUP DEPOSITS
wc o01ooo03l"12soo wlLL CALL TNSPLCTTON FeE
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TOWN OF VAIL CONSTRUCTION PERMIT APPLICATION FORM
INFORMATION MUST BE COMPLETE OR THE APPLICATION WILL BE REJECTED
Plumbing ( )
Lot Block Filine SuMivision
Date, I t- zg -q7 P",*ft# B?? -02 qq
naNu ", Uai / ( a(r.acy'e #ru na xa,"rr' /?Ao /r/ety'Laaen ,0r
Electrical ( ;Mechanical (ell Building ( )
Legal Description:
owncrsName: L'0 U OwncrsNwne: L.' U VOt,l lao ldladddress:.
e..ctritect:{ Address:Phone#
Ot]ler ( )
Phone#
Description of nb: A,
Work Class: New ( ) Alteration 1 r.1-
Number of Dwelline Units:
Number and T1pe of Fireplaces:Gas Appliances
BUILDING: $
PLUMBING $
,t Gcneral Contrector:r
Ca
Additional ( )Repair ( )Other ( )
Numbcr of Accommodation Units:
Gas Logs Wood/Pellet
ELECTzuCAL: $
MECHANICAL $W9-
CONTRACTOR INFORMATION
VALUATIONS
Address:
OTFIER: $
TOTAL $
Town of Vail Resistration No.""'JB ph" "# ?o" -758- vZ/
- -
Addrcss:
Phone #
Address:
Electrical Contractor:
Town of Vail Reeistration No
Plumbins Contractor:
Torvn of Vail RegistrarionNo. 1@:4-- phone # L1 n\ (f0'/fO Z
FOR OFFICE USE
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
NOV 2l
ate ecerve
1999
Ppsqq. 0336
TOWN OF VAIL CONSTRUCTION PERMIT APPLICATION FORM
INT'ORMATION MUST BE COMPLETE OR THE APPLICATION WILL BE REJECTED
Contact the Eagle County Assessors Office at 970-328-8640 for Parcel #
Parcel # Zlo3 lZt Oo O lZ _
Dare: LO / 25 / 99
Job Name: VAIL CASCADE HOTEL Job Address: 1300 WESTHAVEN DRIVE
Building 0< )Plumbing ff )Electrical (X)Meclnnical f, )
Legal Description: Lot Block_ Filing SuMivision
10333 DRY CREEK ROAD, SUITE 450
OrvnersNamc: DESTINATION HOTELAddress: ENGLEWOOD, CO 80112
Pe"il# Bm- OIAQJ
Other ( )
Phone# 303-799-3830
6430 S. FIDDLERSGREEN +275
Address: FNGLEwoon, co 80111 Phone# 303-850-0350 Architcct: hagen-CAMERON
DescrinrionofJob: ACCOUNTING & CONFERENCE SERVICES OFFICE RENOVATIONS
Work Class: New ( )Alteration S )
Number of Dwelling Units:_ - 0 -
BUILDING:
PLUMBING
Additional ( )
-0-
Repar ( )Otler ( .1
Number of Accommodation Units:
-0-Wood,/Pcllet - 0 -
OTFIER: $
TOrAL $ 66,313.00
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
Number and Type of Fireplaces: Gas Appliances Gas Logs
VALUATIONS
g 38,400 ELECTRICAL: $ 17,000
$3.600 MECHAMCAI_$ 7,313
CONTRACTOR INFORMATION
General Contractor:
303-'758-7776
ZERR ENTERPRISES,INC.Addless: 56-10_q. Evans, Suite 110 Denver, CO
n.*x*6- erfuLor--Tl/Flfi-- ---
'-6222
Electrical Contractor: Progressive Electric Address: .15550 Hwy 86-, Kiowa, CO rc
Torvn of Vail Registration llo. / O'1 : l: Phbnc# 303-281-1668 ( Pat Landry)
Plumbins contractor: Alliance Mechanical-Addrcss: p_--q._ -B_gx 1297, Gy ps.Jar_ tq_ree-qrprf6-
'J '-\ ?TorvnofVailRegistrationNo.- 5 5:,)---5
-
Phone#-!70--21-7401 (Ron Aho)
Torvn of Vail Registration No. 182-R - Phone #re
FOR OFFICE USE
McchanicatContractor: Jnvironmental Htu![flq.rp; p.o. Eox 15!93, colorado spri4gg/
ro*' o r Va' Resi sr.ratio n
^ "-7R Dffi i% t ev e c-r arr< )
co
lr0l, 01 1999
Printed 12/1.0/99
From: Joan Nol en TO: FTNAL INSPECTION Group subject: fud: rrrual rNsPEcrroNS
===NOTE t2/O9/99==a:LOpn=
was applied for and approved
tL/g/99.
For Tuesday (L2/L4/99) morning
899-0294 - zerr Enterpri ses
E99-0235 - Prooressive E'l ect ri c
M99-0168 - Environmental Heati nq
13OO westhaven Drlcascade Hotel -
Adnri n office on Lower Level L-o Hol di nolovner office rem6'de]
xaro'ld Anderson called in this inspection & asked for a fi re sprinkler inspection a]so, but there is no permit for sprinklers. He said that he
thouqht that FIRE PROTEGTIoN SYSTEMS
had ioolied about 3 weeks aqo. rs there'i sprinkler permit foF them
somewhere? He said the sprinklers HAVE
NoT been i nsta'l 'l ed . can the othe r inspections be done anyway if this is the case?
rwd=by : =ui ke=Mcgee====12 / LO / 99=7O : 26an=pwd to: Joan Nol en
the perm'it
yesterday,
try
Fwd=by : =loan=t'tol en====12 / LO / 99=LL:23an=
rwd tb: JR Mondragon, uike Mcgee
i' i ;;i;;' i i' ;;' i ;' i; ;;;;'i'.i i'.i ;; ; i' ;;'the 'l i st that ooes wi th the bui'l di nq permit, it jus[ shows an electrica1 -&
mecnanl ca | .
rwd=by : =l,ti ke=Mcgee====12 / L0 / 99==1,: L2pn=
F.wd to: Joan Nol en
F99-0026
o
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a
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o
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ogcf,rtions Ucing ca;cd on thcrtundcr wlrn in vlobdo! of tHl codc or of
sny orhct ordinances of this junsdiction.
PROJECT
MANUAL
for the
OFFICE RENOVATION
to
VAIL CASCADE HOTEL
AND CLUB
ACCOUNTING AND
CONFERENCE SERVICES
DESTINATION HOTELS
AND RESORTS
10333 East Dry Creek Road
Suite 450
Englewood, Colorado 801 l2-l 561
APPROYED
CotililttlyDatnbgrmnt
OOmmnt
B|Ate Sflythroon - Sewiceo
S.*lSclnrECEdhrLfr*o
=t:tEt' dr FrcF{frdol-c =qErer *iit n E ooir* I fii fC br- pnl oC w virbin ;3
E-.. of b qovid.rdAoibcCr--dtbtutdi.qtca'
nitnts otisttoiu o dr dF I *Iad b Fwii8 Gf dir
ccoc ciu atiry orrbldablsbn!i.r
TIE is$arca of r son tei c pU, fdlm rld e(b 3bdl
nor pcvcnt up t riUiog ofdd froo ilab rc$tbt tha cdtccrioo of
ct-o in s"ia pUs. rp".ificadmr ]rd dc da!. c fioo Fltldlf buildiaf
PrSq - D330
September22,1999 EFh.OaQH
T- "- :f '"f:ii
f-." '- i' \t'-:V
- -" 1**, I l
moslor plonniha . concopl dosion. orchitoclur€
6/€0 S. Fildl€rs Gr€on Circl€, SL. 275
Engl€wtod, Co 80111
3{)3a5(xF!t0
\c -\O
(/-\tyq- /.uor / F
ffiR"oD
JOHN R.
CAMERON
o
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PROJECT DIRECTORY
VAIL CASCADE HOTEL AI\ID CLUB
ACCOI.]NTING AIID CONT'ERENCE SERVICES
OFFICE RENOVATION
OWNER:
Destination Hotels and Resorts
Shirli Sensenbrenner (303) 799-3330 D-e-stinationflotels and Resorts
Project Manager (303) 268-69t7 fax l|r,,:rrtril
t" Creek Road
Englewood, Colorado 801 12- 156l
SITE:
Vail Cascade Hotel and Club Vail Cascade Hotel and Club
Randy Linberg (970) 479-7009 ].99 West Haven Drive
Direcior of Engineering (g7O 479-7034 Vail, colorado 81 657
ARCIIITECT:
John Cameron - Principal in Charge (303) S50-0350 Hagen Cameron Architecture PC
O ; Andy Petrosky - Projeit Architect 850-9548 fax 6430 S. Fiddlers Green Circle
Suite 275
E_mail hcarchitecture@uswest.net Englewood, Colorado 801 I I
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TABLE OF CONTENTS
FOR
PROJECTMANUAL
RENOVATION TO:
ACCOI.]NTING AND CONFERENCE SERVICES OFFICE
VAIL CASCADE HOTEL AND CLUB
The pages in each section listed below are numbered. The last page of each section contains the words
a *END OF SECTION". Notiff Architect if any page is missing in a Section of your Project Manual.
BIDDING REQUIREMENTS, CONTRACTFORMS AND CONDITIONS OF THE CONTRACT
00020 Invitation to Bid
00101 Instructions to Bid
00200 Information Available to Bidders O 00300 Bid Proposal Form
00410 Bid Bond
00500 Agreement
00700 General Conditions
00800 Supplementary Conditions
a 00851 Drawings Index
00871 Room Finish & Door Schedules Abbreviations
SPECIFICATIONS
DIVISION 1 GENERAL REQLIIREMENTS O 01001 Basic Requiremenrs
01010 Summary of Work
01030 Alternates
01070 Abbreviations and Symbols
01090 ReferenceStandards
o
DIVISION 2 SITE WORK
02070 Selective Demolition
DIVISION 3 CONCRETE
Not Used
DIVISION 4 MASONRY
Not Used
DIVISION 5 METALS
a Not Used
o
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HCA 268
a
DIVISION 6 WOOD AND PLASTICS
I 06100 Rough Carpentry
06200 Finish Carpentry a 06400 Architectural Woodwork
DIVISION 7 TFIERMAL AND MOISTURE PROTECTION
07900 Joint Sealers
DIVISION 8 DOORS AND WINDOWS
08 I 10 Metal Doors and Frames
08210 Wood Doors
08305 Access Doors
08710 Finish Hardware
08800 Glazing
DIVISION 9 FINISHES
09510 AcousticalCeilings
09650 Resilient Flooring
09680 Carpet
09900 Painting
09950 Vinyl Wall Covering
DIVISION 1O SPECIALITIES
Not Used
DMSION 1l EQUTPMENT
Not Used
DIVISION I2 FURNISHINGS
Not Used
DIVISION I3 SPECIAL CONSTRUCTION
Not Used
DIVISION 14 CONVEYING SYSTEMS
Not Used
DIVISION 15 MECHANICAL
15000 Mechanical Design Build Services
DIVISION 16 ELECTzuCAL
16000 Electrical Design Build Services
I
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HCA 268
END OF TABLE OF CONTDNTS
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Document 00020
VAIL CASCADE HOTEL AND CLUB
II\N4TATION TO BID
Sealed Base Bid proposals (single copy) will be received by Shirli Sensenbrenner at Destination Hotels
and Resorts, 10333 East Dry Creek Road, Suite 450, Englewood, Colorado 801l2-1561
3:00 p.m., M.S.T, Wednesday, October 13,1999
for
VAIL CASCADE HOTEL AND CLUB
ACCOUNTING AND CONFERENCE SERVICES
OFFICE RENOVATION
a
Bids received after the closing time will be returned unopened. Bids will be privately opened.
Each bid must be submitted on a form, a specimen copy of which is enclosed in the documents. Each bid
must be accompanied by a Proposal Guaranty in the amount not less than ten (10%) percent of the total
_ bid price in the form of a bid surety bond issued by a company rated not lower than A- in Best"O Insu.unce Guide, latest edition, or have a Best" Financial
-Rating
of at least class X, cashier" check, or
certified check drawn on an acceptable bank and payable without qualification to Destination Hotels and
Resorts.
All bids must be sealed and marked in a manner prescribed in the documents. Destination Hotels and
a Resorts reserves the right to reject any or all bids, to waive all irregularities, and to accept any bid
deemed to be in the best interest.
Contact Randy Linberg, Director ofEngineering at970-479-7009 to visit the site. Further information
will be found in the "lnstructions to Bidders" in the Contract Documents. Attendance by subcontractors
is hiehlv recommended.a
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00020 - I
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SECTION OOIOI
INSTRUCTIONS TO BID
I. CONTRACTS
All work is to be exocuted rmder a single prime contact between the Owner and the General
Contractor including but not limited to general work.
2. CONDITIONS AFFECTING THEWORK
Each Bidder shall make a carefirl sxamination of the Drawings and Project Manual, visit the site of
the proposed coostruotion, and become knowledgeable with all conditions affecting the work
before making his proposal. He will be held responsible for any erors in his proposal resulting
from his failure to make such an examination.
3. STATEANDLOCALLAWS
Bidders are expected !o familiarize themselves with the applicable laws and acts of the State of
Colorado, the federal govemment and the ordinances of the city or county in which the project is
located.
4, TIME OF COMPLETION
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The Prirne Conlractor must agree to commence work immediately following receipt of a written
Notice to Proceed.
The General Contractor agrees to substmtially complete the work within (6) six weeks of
o ffi1lfF"ff1li};?:'rBX:,1trffi*TffiTiltil:*eworkonrirstshiftnon-premium
5, INTERPRETATION OF DOCUMENTS
Interpretation of the meaning of the Drawings, Spocifications and other bidding documents will not
be made orally. If any Bidder is in doubt as to the meaning of any part of the bidding documents,
or should he discover discrepancies or conflicts herein, he shall submit to the fuchitect a writtctt
request for an interpretation.
Every request for interpretation shall be in writing and addressed to Hagen . Cameron Architecture
PC 6430 S. Fiddlers Green Circle, Suit€ 275, Englewood, Colorado 801 19 and to be given
consideration, requests must be roceived before
3:00 p.m., seven calendar days before Bid Opening
Any and all interpretations and supplernental instructions will be in the form of written addenda
which, when issud will be mailed to the respoctive addresses fumished for such purposes, not
later than three (3) days prior to the date ofthe Bid Opening. Failure ofany Bidder to receive any
such addenda or interpretation shall not relieve any Bidda frmr any obligation under his bid as
submitted. All addenda issued shall become a part of the Conhact Documents.
a HCA 268 0010r-1
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' 1 6. cnANGES AND stlBsrIruTIoNS o
Items herein specified under manufactrner's names and catalog numbers are intended as a basis of
quality afld not as a closed specification unless noted otherwise. Refer to Section 01001 Basic
Requirernents.
Itoms other than those specifically named in the Specifications or as indicated on the Drawings will a
bc considered provided request for approval of such items is received by the fuchitect in writing by
3:00 p.m., seven calendar days prior to Bid Opening
md is documented in amordanoe with Section 01001 Basic Requirerrents which will make it
possible to properly evaluate the items proposed for use. If, in the Architect's and the Owner's O
opinion, the item or items proposed for use are an acceptable substihrte for the items specified in
desigr, quality, material and function, he will issue an Addendurn to al Bidders listing all such
items approved for use. Requests for approval received after the above time and date will not be
considered.
Bidders shall base thet bid upon the use of any of the items specilically named in the (l
Specifications or on the Drawings, or as approved in a$ Addendum issued by the Architect.
Changes or substitutions will not be considered after the award of the contract exc,ept those which
will result in higher quality, a considerable savings to the Owner in cost or time, or a combination
ofthe aforernentioned. O
7. PROPOSALS
Proposals will be accepted from invited General, Contractors only. Proposals shall be submitted
on the Proposal Form included in these Specifications. Additional forms are available from the
Architect upon request. '
Any bid irnproperly completed or modified in any respect will be subject to rejection. Each
Proposal shall speciS' a unit price written with ink or tlpewritten in both words and figures of each
of the separate items as required. In case of discrepancy between the written words and the figures,
the written words shall govern. O
The Proposal Form and all attachod documents ogether with Proposal Guaranty, shall be placed in
a sealed envelope marked for identi,fication and delivered to the place indicated in the
Advertiserncnt for Bids prior to the date and hour stipulated in the Notice to Bidders.
Each Bidder shall sigr the bid form and bid bond using his usual signature and give his full O
business address. It the Bidder is an individual, he must sign in individual capacity. Bids by
parlnerships shall be sigrred with the partnership name followod by the signature and designation
of one of the partners or other aufhorized representativ€. Bids by corporations shall be sigred with
the name of the corporation followed by the signature and designation of the president or other
person authorized to bind lhe corporation and attested to by the secretary witlr corporate seal. Bids a
by joint ventures shall be signed by each participant in the joint venture or by an authorized agent
of each participant. Tho names of all persons signing should also be tlped or printed below the
sipature. A bid by a person who affixes to his signature the word "presiden!" "secretary,"
HCA 268 00101-2 a
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"agent u or other designation without disclosing his principal may be held to be the bid of the
individual sigring. When requested by the Owner, widence of authority of the person siming
shall be furnished.
PROPOSAL GUARANTY
Eacn Ploposal must be accompanied by a Proposal Guaranty in the fqm of a crrtified chech bank
money order, cashieds check, or bid bond acceptable to the Owner in a sum equal to at least l0%
of the base bid proposal, payable without condition to Destination Holels and Resorts.
Such Proposal Guaranty shall guarantee that the bid will not be withdrawn or modiEed after the
time limit set for the receiptof bids, an4 if mceptd that thc person, fimr orcorporation
submifring sme shall, elocute a cohaot with the onmer and shall within same time firmish the
required bonds and approved sureties called for by the documents.
The Proposal Guaranties of unsuccessfrrl Bidders will be retumed to the rospective Bidders as soon
as possible after the contract is signed and bond exesrrted and fumished by the successftl Bidder.
Upon the exocution of a Surety bond in the full amount of the conhact price guananteeing the
faithful performanc€ and complefion of the wor{< and the signing of the formal contract the
successful Bidder's Proposal Guaranty will be retumed.
In the even the Bidder whose Proposal is accepted fails to sxecute a subcontract and/or supply a
proper bond, his certified check or hoposal Guaranty wiU be forfeited in full to the Owner as
liquidated damages for the delay and extra work entailed thereby.
PEMORMANCE BOND AND LABORAND MATERI,AL PAYMENT BOND
Each Bidder shall include in his Proposal a sum sufficient to covsr the cost of providing a l00Yo
Performance Bond and Labor and Material Paymeirt Bond.
TELEGMPHIC MODIFICATION
Any Biddo may modi$ his bid by telegraphic communication at any time prior to the scheduled
closing time for receipt of bids, provided such telegraphic communication does not require the
Owno to interpre! rocalculate, or otherwise restruchue or modiS the bi4 and is received by the
Owner prior to the olosing time and provided further, the Owner is satisfied that a writte,n
confirmation of the telegraphic modification over tbe signahrre of the Bidder was mailed prior to
the closing time.
The telegraphic communication shall not rweal the bid price, but should provide the addition or
subtraction or other modification so that the final prices or iterns will not be known by the Owner
until the sealed bid is opened If wriuen confirmation is not received with two (2) days from the
closing time, no consideration will be given to the telegraphic modification.
9.
10.
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HCA 268 00101-3
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II. WITHDRAWALOFPROPOSALS
Proposals which have boen submittedmay be withdrawn by any Bidder who desires to do so, O
without prejudice to hims€lf, at any time prior to the time set for opening of bids.
12. METHODOFAWARD
The Owner will consider both base bid and altsmates in making award. If bids exceed the frrnds a
available, the Owner may reject all bids or may enter into negotiahon with the selected bidder(s).
13. ADDENDA
Provision for acknowledging receipt of addenda prior to the bid opening has bee,n provided on ttre
Proposal Form. The Bidder shall acknowledge receipt of all addenda issued or bid may not be a
considered.
14. LISTOFSUBCONTRACTORS
Each Bidder shall indicak in his Proposal, in the space providod, the names of the Subconhactors
he intends to employ for the listed work in the event his Proposal is accepted. I
Following the opening of bids and prior to the award of contract, the apparent successful Bidder
shall immediately submit a firll and complete list of all subconbactors he intends to employ on the
work in the event his bid is acrepted.
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When said list is approvod and I contract is awarded, the list shall not be changed except upon
written approval fiom the Architect and Owner.
END OF INSTRUCTIONS TO BIDDERS
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Document 00300
VAIL CASCADE HOTEL AND CLUB
BID PROPOSAL FORM
TO: Shirli Sensenbrenner
Project Manager
Destination Hotels and Resorts
10333 East Dry Creek Road, Suite 450
Englewood, Colorado 801 l2-1561
FR.OM:
PROJECTIDD,NTIFICATION: AccountingandConferenceServices
Office Renovation
ACKNOWLEDGEMENTS:
O The undersigned Bidder acknowledges examination of the following:
a) Contract Documents . Drawings dated September 22, 1999 . Project Manual dated September 22, 1999
a b) Project Sites/Existing Conditions
c) Receiptof AddendaNumbers: _
AGRX,EMENTS: The undersigned Bidder agrees to the following:
o a) To hold bid open for 30 calendar days from date ofBid Opening.
b) To accept provisions ofthe Instructions to Bidders regarding disposition ofthe Bid
Security.
c) To enter into and execute the Construction Agreement within seven (7) calendar days of . d) il1fl?1il1*"J"ll"i:T:Lfi*::'hil"l:'eilLTffi"?:Xt """ra"'
e) Destination Hotels and Resorts reseryes the right to reject any or all bids and to waive
informalities.
g) Destination Hotels and Resorts reserves the right to award the contract on the basis of either
cost or schedule.
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HCA 268 00300 - I
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Dollars ($-).
ADD AL'TERNATENO.2:
Dollars ($-).
ADD AL'I'ERNATE NO. 3:
Dollars ($-_)
ADD ALTERNATE NO.4:
Dollars ($--).
If awarded a contract for this project, undersigned agrees to employ the lbllowing subcontractors:
Mechanical:
Eleotrical:
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ATTACIIMENTS:
a) Bid Security
b) List ofSubcontractors (required within 24 hours ofbid opening)
Dated this _ day of
The Bidder
AfiEST: Secretary
(Type/Print name
under signature)
Type/print name here
Secretary
SIGNATIJRES: If the Proposal is being submitted by a Corporation, the Proposal should be
signed by an officer, i.e., President or Vice President. The signature of the
officer signing shall be attested to by the Secretary and properly sealed.
If the Proposal is being submitted by an individual or a partnership, the Proposal
shall so indicate and be properly signed.
(date)
END OF SECTION
00300 - 3
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O AGREEMENT
I.OI FORMOFAGREEMENT
A. FORMTOBEUSED O Contracts will be prepared by the Ovmer.
B. COPIESAVAILABLE
The Form of Agreement refened to above is not bound herewith, a copy may be inspected at
the office ofthe Owner.
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SECTION OOTOO
GENERAL CONDITIONS
I.O1 GENERALCONDITIONS
A. THEGENERALCONDITIONSFORTHECONTRACT
shall be AIA Document A201, 1997 Edition, as issued by the American Institute of Architects.
B. COPIES AVAILABLE
AIA Document A20l is available from the American Institute of Architects.
END OF SECTION )
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Document 00800
SUPPLEMENTARY CONDITIONS
1.01 The following supplements modifu the "General Conditions of the Contract for Construction",
AIA Document .4201, Fifteenth Edition, 1997. Where a portion of the General Conditions is
modified or deleted by these Supplementary Conditions, the unaltered portions of the General
Conditions shall remain in effect.
| .02 All divisions of the Specifications shall be subject to the General Conditions and
Supplementary Conditions.
I.O3 MODIFICATIONS TO ARTICLES OF THE GENERAL CONDITIONS
ARTICLE I - GENERAL PROVISIONS
1.2 CORRELATION AND INTENTOF THE CONTRACT DOCUMENTS
O Add the following subparagraph:
1.2.4 In the event of conflicts or discrepancies among the Contract Documents, interpretations will
be based on the following priorities:
L The Agreement.
O 2. Addenda, with those of later date having precedence over those ofearlier date.- j. The Supplementary Conditions.
4. The General Conditions ofthe Contract for Construction.
5. Drawings and Specifications.
In the case of an inconsistency between Drawings and Specifications or within either
O Document not clarified by addendum, the better quality or greater quantity of Work shall be
provided in accordance with the Architect's interpretation.
ARTICLE 4 - ADMINISTRATION OF THE CONTRACT
O 4.2 ARCHITECTS ADMINISTRATIoN oF THE CONTRA.T
Delete subparagraph 4.2.10 in its entirety.
O ARTICLE 9 - PAYMENTS AND COMPLETION
9.8.6 In addition to the other requirements of this Agreement, Contractor must have obtained the
written approval and issuance of any occupancy permits required by the laws ofthe State of
Colorado before Contractor shall be deemed to have achieved Substantial Completion.
o 9.10 FINALcoMpLETIoNANDFTNALpAyMENT
9.10.l Delete the last sentence and substitute the followins:
o HCA268 00800 - I
I If the Work is substantially completed, but final completion thereof shall be prevented through delay or
comection of minor defects or unavailability of materials, or other causes beyond the control ofthe
Contractor, the Owner at his discretion may release to the Contractor such amounts as may be in excess
of three times the cost of completing the unfinished work or correcting the defective work.
ARTICLE 10 . PROTECTION OF PERSONS AND PROPERTY:
IO.2 SAFETY OF PERSONS AND PROPERTY
Add the following subparagraphs:
10.2.8 In accordance with generally accepted construction practices, the Contractor shall be solely and e
completely responsible for conditions ofthejob site, including safety of all persons and property
during performance of the Work. This requirement shall apply continuously and not be limited
to normal working hours.
10.2.9 The duty ofthe Architect to conduct construction review ofthe Contractor's performance is not
intended to include review ofthe adequacy ofthe Contractor's safety measures, in, on, or near O
the construction site.
ARTICLE 1I - INSURANCE AND BONDS
11.1 CONTRACTOR'SLIABILTTY INSURANCE
Delete Clause 1 l.l.l.8 and add the following clauses:
11.1.,|.8 Liability Insurance shall include all major divisions ofcoverage and be on a
comprehensive basis including:
1. Premises Operations lincluding X, C and U coverages as applicable). |D
2. lndependent Contractors' Protective.
3. Products and Completed Operations.
4. Personal Injury Liability with Employment Exclusion deleted.
5. Contractual, including specified provision for Contractor's obligation under
Paragraph 3.18. a 6. Owned non-owned and hired motor vehicles.
7. Broad form Property Damage including Completed Operations.
I I .1 .I .9 If the General Liability coverages are provided by a Commercial General Liability
Policy on a claims-made basis, the policy date or Retroactive Date shall predate the
Contract; the termination date of the policy or applicable extended reporting period O
shall be no earlier than the termination date of coverages required to be maintained
after final payment, certified in accordance with Subparagraph 9.10.2.
Add the followine clause to I I .1.2:
ll .1 .2.1 The insurance required by subparagraph 1 L I . 1 shall be written for not less than the O
i following limits, or greater if required by law:
1. Workmen's Compensation: Amounts and coverage as required by law.
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2. Comprehensive General Liability (to include complete operation):
a. Bodilylnjury: $1 millionsinglelimit.
b. Property Damage: $l million single limit.
c. Property Damage Liability Insurance shall provide X, C and U coverage.
d. Broad Form Property Damage Coverage shall include Completed
Operations.
3. Comprehensive Automobile Liability (including owned, non-owned and hired
vehicles);
a. Bodily Injury: $l million single limit.
b. Property Damage: $1 million single limit.
4. Minimum Umbrella Excess Liability: $5 million single limit.
Add the following sentence to Subparagraph 1 I . I .3:
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If this insurance is written on the Comprehensive General Liability policy form, the Certificates shall be
AIA Document G705, Certificate of Insurance. If this insurance is written on a Commercial General
Liability policy form, ACORD form 25S will be acceptable.
Add the following subparagraph:a
1 I .1.4 Certificates of Insurance shall include the statement that the hold harmless clause as required
under General Conditions Article 3.18 is included in the policy.
1 I.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE
o Delete this paragraph in its entirety, including subparagraph 11.3.1, I1.3.2, and I1.3.3.
II.4 PROPERTY INSURANCE
I 1.4.I The Owner will procure and maintain at his own expense property insurance upon the entire
work at the site to the full insurable value thereof. This insurance shall be of the "All-Risk"
type and shall be maintained until completion ofall work and acceptance thereof.
Ifother special insurance not provided for herein is desired by the Contractor, the Contractor
shall purchase such insurance at his expense.
11.4.2 The Contractor, his Subcontractors, and Sub-Subcontractors, and the Architect and his
consultants as named herein will be named or designated in such capacity as insured jointly
with the Owner in all policies, all of which will be open to Contractor's inspection. This policy
will have an appropriate rider added to the policy as follows:
11.4.2.1 The (name of insurance company) does hereby include interests of (names of Owner,
Contractor. Subcontractors. Architect and Consultants by reference).
11.4.2.2 Certificates of such insurance shall be filed with the Contractor and Architect, and if
any of them so requires, certified copies shall be filed with them.
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_ HCA268 O 00800 - 3
I L4.3 Such insurance shall be written on a "Completed Value" form in an amount not less than the
final completed value ofthe project; less cost of site preparation (including fences necessary to
secure work area) and excavation, foundations below the lowest basement floor, underground
pipes and wiring, sidewalks, curbs and gutters.
11.4.4 Any insured loss is to be adjusted by the Owner and made payable to the Owner as trustee for the
insureds, as their interest may appear.
11.4.5 The insurance policy shall provide for necessary access to the Project by Owner as follows:
"Permission is hereby granted for the Owner to occupy such portion of the premises completed
or suitable for occupancy prior to final acceptance ofthe policy to the contrary notwithstanding."
I 1.4.6 The Owner and Contractor waive all rights against each other for damages caused by fire or
other perils to the extent covered by insurance provided under this Paragraph I L4 except such
rights as they may have to the proceeds ofsuch insurance held by the Owner as Trustee. The
Contractor shall require similar waivers by subcontractors and sub-subcontractors. In waiving
right of recovery under terms of this subparagraph, the term "Owner" shall be deemed to include
his employees, and the Architect and his employees as the Owner's representative as provided in
the Contfact Documents.
11.4.7 The following are specific exclusions: This insuralce will not cover glass breakage, any tools
owned by mechanics, any tools, equipment, scaffolding, staging, towers and forms owned or
rented by the Contractor, the capital value of which is not included in the cost of the Work, or
any temporary structures or trailers used by the Contractor or any subcontractor or material
supplier.
1 1.4.8 The Contractor shall pay the deductible amount up to $1,000 when making a claim against the
property insurance policy.
1I,5 PERFORMANCE BOND AND PAYMENT BOND
Delete subparagraph 1 I .5. I and substitute the following:
I I .5.1 The Contractor shall furnish bonds covering faithful performance of the Contract and payment of
obligations arising thereunder. Bonds may be obtained through the Contractor's usual source
and the cost thereof shall be included in the Contract surn. The amount ofeach bond shall be
equal to 100% percent ofthe Contract Sum.
1 I .5.1 .l The Contractor shall deliver the required bonds to the Owner not later than three
days following the date the Agreement is entered into, or if the Work is to be
commenced prior thereto in response to a letter of intent, the Contractor shall, prior
to the commencement of the Work, submit evidence satisfactory to the Owner that
such bonds will be furnished.
11.5.1.2 The Contractor shall require the attorney-in-fact who executes the required bonds on
behalfofthe surety to affix thereto a certified and current copy ofthe power of
attorney. ,
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ARTICLE I5 - ADDITIONS TO ARTICLES OF THE GENERAL CONDITIONS
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l5.l .l Before ordering any material or performing any work, the Contractor shall veriff all
measurements at the site of the Work and shall be responsible for the correctness of same.
Unless otherwise agreed, no extra charge or compensation shall be allowed on account of
differences between field measurements and the dimensions indicated on the Drawinss.
15.1.2 Any difference which may be found between field measurements and dimensions shall be
submitted to the Architect for consideration before proceeding with the Work. The Architect and
Owner will not be responsible for the scaling of Drawings.
I5.2 LEGAL ACTIONS
15.2.1 As a condition precedent to and as additional consideration for the award of any contract or
subcontract pursuant to these Specifications, the Contractor and all Subcontractors, suppliers,
engineers, and other parties to the performance of the work required by these Specifications, do
agree that in the event of any litigation or arbitration arising out of this Agreement, and if such
action is not successfully prosecuted to a judgement in favor of the party plaintiff, or if it is
dismissed, or if a judgement is rendered for any defendant or defendants, the party instituting the
suit hereby agrees to pay in full all actual costs of defense, including but not limited to attorney
fees, expert witness fees, costs of investigations in preparation for trial, professional time
expended by principals and employees ofthe prevailing party and that the same shall be taxed as
cost in said action and judgement entered thereon.
I5.3 ARBITRATION
15.3.1 Notwithstanding any demand for arbitration which may be made by the Contractor, any
controversy or claim in any way arising out ofor related to the Contract or the alleged breach
thereof shall, if the Owner so elects in its sole discretion,, be litigated in a court of competent
jurisdiction, rather than arbitrated as otherwise provided in these General Conditions.
15.4 HAZARDOUS SUBSTANCES
15.4.1 Contractor shall state in writing, on or about the date of Substantial Completion, that to the best
ofContractor's knowledge, information, and belief, no asbestos, or hazardous substances (as
defined by C.R.S. 29-22-101(l), were used for, or in the construction oi the Work of this
Project; provided, however, that ifa hazardous substance is commonly used in school
construction, such substance may be specified by the Architect, and used in the Work by
Contractor, provided Contractor has received both Architect and Owner's prior written consent.
END OF SUPPLEMENTARY CONDITIONS
HCA 268 00800 - 5
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O DRAWINGSINDEX
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I.OI DRAWINGSINDEX
Following are the Drawings which describe the Work to be performed under this Contract.
ACCOI]NTING AND CONIERENCE SERVICES OFFICE RENOVATION
ARCHITECTI.JRAL DRAWINGS
Al.l Cover Sheet and Reflected Ceiling Plan
Al.2 Partial Demolition Plan and Floor Plan
Al.3 Details
ENDOF SECTION
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SECTIONS 00871&00872
ROOM FINISH & DOOR SCHEDULES ABBREVIATIONS
o
ACP
ACT
AWP
BR
BP
CM
CMU
coNc
CPT
CT
EP
ES
EX
FF
FIN
FM
FPP
FV
GB
GBP
HT
HM
HR
MAT
MTL
N/E
NR
PA
PC
PLAS
P
QT
R
RT
S
SAT
SBLK
SC WD
ST
STL
STN
SVF
SWCP
TP
TWS
VAR
VCT
vwc
WD
Acoustical Ceiling Panel
Acoustical Ceiling Tile (Glue-On)
Acoustical Wall Panel
Brick
Brick Pavers
Carpet Transition Mat
Concrete Masonry Unit
Concrete
Carpet
Ceramic Tile
Epoxy Paint
Exposed Structure
Existing
Factory Finish
Finish
Floor Mat
Folding Panel Partition
Field VeriS
Gypsum Board
Gypsum Board Panel
Height
Hollow Metal
Hour
Material
Metal
New and Existing
Non Rated
Patch to Match Existing
Precast Panel
Plaster
Paint
Quarry Tile
Resilient Base
Resilient Tread, Risers and Landings
Sealed
Suspended Acoustical Tile
Sound Block
Solid Core Wood
Stainless
Steel
Stain
Sheet Vinyl Flooring
Sanitary Wall and Ceiling Panels
Toilet Partition
Tackable Wall Surface
Varies
Vinyl Composition Tile
Vinyl Wall Covering
Wood
END OF SECTION
00871
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\ DrvIsIoN I GENERAL REQLTIREMENTS
O sEcrloNolool
BASIC REQTJIREMENTS
PART 1-GENERAL rt
I.OI CONDITIONS AND REQT'IREMENTS
Divisio I - Gieneral Requirernents shall govem work under all Divisiqrs ofthe Specificdios.
O I.O2 DilMINATION OF SITE AND CONSTRUCTION DOCTJMENTS
A. The locatiqrs of all existing rtilities, as may be indicat€d on the Drawings, are approximate.
Cotrractor shall be responsible for verifring locatio of all rmderground and above ground
utilities prior to constructiqr. Any damage to these rrilities strall be the Cmractor's
O respcmsibility and they shall be repaired at no cost to the Owner.
B. Drawings and Specificdims are provided as a moans of describing the quality and performance
requirements desired by the Onmer. Ddails shown represent possible solutions developed as
guidelines to aid in preparing proposals. Actual daailing and rigging configuations are tho
respmsibility of the Contractor.
o 1.03 CoNTRACTS
A. All work rmder this cqt'act wilt be executed under a single prime cmtrad htrreen the Owner
and the contractor hereinafter referred to as "Cmtractor" or "G@eral Cdtractor".
o l.o4 coNTRAcroR usE oF PREMISEs
A. Limitations: Operatims ofthe Contractor shall be limit€dto areas urhere wo* is indicated and
generally within the office suite.
O B. Limit use of premises to allorv Owner occupancy and use ofthe frcility.
1.05 SCT{EDI.JLE OF VALUES
A. Submit Sc,hedule of Values in duplicate within l0 days after date ostablished in Ncice to
Proceed.
I.06 APPLICATIONSFORPAYMENT
A. Submitthree corpies of eactr application on t}e current and applicable AIA form.
B. Cotrt€Nrt and Format: l.ftilize Schedule of Values for listing items in Applicatio for Paym.ent.
' ; C. Payment Period: Mmthly.
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CHANGE PROCEDURES
Change orders may be based on Facililies fuchitect/Engineer initiated Prcposal Requests, Field
Directives, and/or Contractor's request for a change order.
Change Order Forms: Use AIA Change Order forms.
Change order pricing shall detail labor, material, and equipment costs as may be required by
Faoilities Architect/Engineer and as necersaryto permit wrification of labor rates, man hours,
material costs, e$dPmefi, rental rates, etc.
Change ordor pricing shall be submittBd as required to minimize impact to the Projec sclredule.
Inplementation of change shall be as ardhorized by Facilities Architect/Engineer.
Unit Price Change Order: For pre-daBrmined unil prices and quantities, the change order will be
executed cn a fixed unit price basis. Work for nfoich pre-dAermined unit prices were trot
prepared shall have unit prices developed or shall be completed as a Proposal Request or Field
Directive, as determined by the Facilities Architect/Engineer.
COORDINATION
Coordinate scheduling, submitals, and Work ofthe various sections of Specificatims to ensure
efficient and orderly sequence of installation of interdependent constructiqr elements.
Veri$ utility requirement characteristics of operating equiPmed are compatible with building
utilities.
Coordinate space requirements and insAllation of mechanical and eloctrical work which are
indicated diagrammatically on Drawings.
PRECONSTRUCTION MEETINGS
Facilities Archited/Engineer wilt schedule a proconstructio me*ing after the Contract is firlly
executed. The General Contractor and primary subcqrtractors will be required to attend.
When required in individual Specification sections, convene a preinstallation meeting prior to
commencing work ofthe Section, as coordinated with the Facilitios Architect/Engineer.
PROGRESS MEETINGS
Schedule and administer meetings througlod progress of the Work as required to coordinate the
Project or as otherwise requested by Facilities Architect/Engineer.
Preside at meetings, record minutes, and distribute copies within trro days to those affected by
decisions made.
Schedule ure Progress Meefing to occur after tho existing ceiling has been removed to allorY
inspection bythe Ornner and Architect.
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I.II EXAMINATION
O A. Verifythat existing site cmditios and substrate surfacos are acceptable for subsequedWork.
Beginning new Worft means acceptanco of oristing coditios.
B. Verifythd rfility services aro artailablg ofthe correct characteristics, md inthe conec locstim.
r Cdrtractor shall be rospmsible for ascertaining and veri$ing oristing capacities and capabilities O\"\- of oxisting rigging, structural, and oloctrical syststns and developing the oxact ways md rnoans
for properly corryleting the Project.
I.I2 PREPARATION
O A. Clem substrate surfrces priorto 4plying ne$ mderial or substance.
B. Apply manufrcauer roquired or roconuneadod zubstrde primer, soaler, or codilioe'r prior to
applying new material or substance in codact or bmd.
t\ Drdect surfrces to remain &om damage during costructicm.ov'
I.I3 CUTTING AND PATCHING
A. Ernploy a skilled and operieoced installer to perform ortting and patching to match nsr and
existing Wort; restore Work with new Products.
o B. Submit written roquest in advance of cutting or altering structural or building enclosure elernents.
C. Execute orilting, fitting, and pdching to corrylete Worlq and to:
l. Fit the several parts together, to integrate with other Work.
2. Uncovor Wort to install or correct illdmed Wotk.o t^ fftr#s*ffi3trSffi"$:trffi*'*.u.n*iorandere<fricarwork
D. Crn rnasory and cocrcte materials using mascrry saw or core drill. Restore Work with new
Products in accordance with requirements of Cmtract Documents.
o E. Fit Work tight to adjacent elemeds. IVhidain inegrity ofwall, ceiling, or floor constructi@:
conplaely seal voids.
F. Fit Wo* tiglt to pipos, sleoves, ducts, cmduit, and dher penetratios trougb surhces.
G. Refinish surfaces to match adjacent finishes.
I.I4 STJBMITTALPROCEDI.JRES
A. Submittal form to id@tify Projecq C@tractor, Subcdractor or supplier; and pertinent Codract
Document re&rencos.
' .r B. Apply Cortractor's stanp, sigred or initiale4 certifying thzt revie$r, verificatim of Products
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require4 field dimensims, adjacod construction Worlq and coordination of information is in
accordance with the requirements ofthe Work and Contract Documents
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C. Where registered professional engineer is requird submittals must be stanped and must contain
calculatims and details in orderto rrcri$ adequacy of design.
D. Idectify variations from Contract Docum€ds and Product or system limitations ufrich may be
detrimefital to successfirl perfonrumce of the conpleted Work. O
E. Revise and resubmit submiuals as required; identi$ all changes made since previous submifial.
I.I5 CONSTRUCTIONPROGRESSSCHEDTJLES
A. Submit initial progress schedule in duplicate within l0 days after datB established in Notic€ to a
Proceed for Facilities Architect/Engineer revierp.
B. Submit revised schedules with each Application for Paymet4 idenrtifying changes since previous
versiqr. Indicate estimated percdage of completio for each item of work at each submission.
1.16 PROPOSED PRODUCTS LIST O
A. Within l0 days after date of Notice to Procee4 submit list of major Products proposed for use,
with name of manufacturer, trade name, aod model number of oach product.
1.17 SHOP DRAWINGS O
A. Shop Drawings for Review:
I . Submitted to Facilities fuchitecVEngineer for review for the limited purpose of checking
for conformance with information given and the design concept expressed in the Contract
Documents.
2. After review, produce copies and distribute in accordance with the SIJBMITTAL 'PROCEDURES article above and for record documemts purposes described in Contract
Closeout.
B. Shop Drawings for Information:
l. Submitted for the Facilities Architect/Engineer's benefit as contract administrator or for a
the Owner.
2 . Reports of inappropriate or rmacceptable work may be subject to action by the Facilities
ArchitecVEngineer or Owner.
C. Shop Drawings for Project Close-orf:
l. Submitted forthe Owner's benefit during and afterproject conpletion. O
D. Submit the number of opaque reproductions which Comractor requires, plus two copies which
will be retained by Facilities Architect/Engineer.
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. I.I8 PRODUCTDATA .l
O A. Submitthe number of copios which the Cmtractor requires, plus two cqies ufrich will be
retained by the Facilitios Architect/fngineer.
B. I{art each cqyto id€diry applicable products, nodols, qtims, md der data. Sqplematt
manufrcturers' standard dxa to provide infrrmdicn rmique to this Project.
o r.rv MANIJFACTURERINSTALLATIONINSTRUCTIONS
A. When specified in individual Specific*im sectios, subnnitmanufrcurerprimed instnrcios for
delivery, storage, assembly, instatt*io, start-up, adjusting,6d finishing, in quaftities specified
for Product Dda.
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I.2O MA}.II,JFACTTJRERCERTIFICATES
A. When specified in individual Specificatim sectims, submit certificatios by manufactrer to
Facilities ercnitect/ngineer, in guantities specified for Product D*a.
O B. Indicate uraterial or Product cmforms to or exceeds +ecffea rpquiremc*.s. Subrnit srpporti4g
reference data, affidavits, and certificgticrs as appropriate'
I.2I QUALITY ASSURANICE. CONTROL OF INSTALLATION
O A. Mcnitor quality cotrol orrer suppliers, manuftcfirrers, Products, ssrvices, sile cmditions, aod
wo*manshiP, to produce Work of specified quality'
B. Comply with manufrcturer's instructi@s.
^ C. Conrply with specified standards as minimum quality for the Work except urhen more stringent O
f:;;ffies, or spocified requiremeats indicate higher standards or moro procise
1.22 TOLERAI.ICES o A ffifff'ffir"ffi'$:fr'*l*ffift'#i,l*'ffi*ffiTL'#a'*
accumulate.
B. Conply fully with manufacturers' tolerances.
O 1.23 REFERENCES
A. Cqrform to reference standad by drte of issue cunent as of date for receiving bids.
B. Should specified reftrenco standard coflictwith Cffiact Documents, request clarificatim from
O Facilities ArchitecUnngineer before proceeding.
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., 1.24 REGULATORYREQI,IIREMENTS
A. Contractor shall cornply with all applicable codes, ordinances, and regulations in effect at the O
time of bid opening, including but not limited to the following:
1. Vail Community Dovelopmeart Building Division
2. Uniform Building, Mechanical, and Plumbing Codes 1997 Edition
3 . Fire Departnent requirements
4. LJtility conpany roquirements
5. State ofColorado Energy Standards '6. State Departrnent of Labor Requirements
7. State Department of Health Requirements
8. State and Federal Safdy and Heallt Laws
9. EPA Regulatiurs
10. Americans with Disabilities Act and ADAAG Regulatios a
I L NFPA 70 - National Electric Code
12. NFPA 90A - Fire Detection in Mechanical Systems
B. If discrepancies occur betrreen regulatims, the most stringent requirements shall apply.
1.25 PERMITS AND FEES O
A. Contraotor shall be responsible for obtaining and paying for all license fees, building permits, and
tap and developmeut fees associated withthe Work.
1.26 INSPECTION ANDTESTING LABORATORY SERVICES O
A. When specified in individual Specification sections, Ownerwill appoint pay for, and e'nploy
services of an independent firm to perform inspection and testing.
B. The indepardent firm will perform inspections, tests, and other services as required.o
C. Coordinate with independent firm; fumish sanrples as requested.
D. Re-testing required because of non-coformance to specified requiremeNrts will be charged to the
Contractor.
o 1.27 MANI.JFACTURERS'FIELDSERVICESANDREPORTS
A. Whe,n specified in individual Specification sections, require material or Product suppliers or
manufacturers to provide qualified staffpersonnel to observe site conditions and to initiate
instructions when necessary.
B. Report obserrzations and site decisions or instructions that are supplemerdal or contrary to
manufacturers' written instructions.
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TEMPORARY UTILITIES
Pennanart building tdilities may be rdilized during ccnstnrctim. Ltility services required by the
Cffiactor which exceed those availablo shall be firmished by the Cmtractor at hra,ctor's
erP€nse.
TELEPHONE SERVICE
Use of existing telephme servico is not allowod unless specifically arlhorized by the Facilities
Architect/Enginoer. Contrador shall provide, maiutain, md pay for sucl telephog cellular,
and/or tolephmo frcsimile servlce as ruy b€ required to coordinde thE Work. Such servico as is
providod *the Projed site shall be rnade availablo for Facilities Architec/Engineer use.
Agthoriz*ion of use of existingtelephono service shall not erdendto lcng distanco service
charges.
INTERIOR ENCLOSTJRES
Provide teryorary enclosures bcluding separatiur in plenums, to separate wort areas from
Ormer occupied areas, to prevent penetrdio of dust and moishue ifro Oumer occupied areas,
and to prevent damage to existing materials and equipmeit.
PROTECTION OF INSTALLED WORK
Prc*oct installed Work and provide special prc*ectim vfuere specified in individual Specificatio
sections.
PARKING
Construction parking shall bo providod for as follows: Obtain parking location from Facilities
Architect/Engineer.
Conform to parking regulatiors applicable to the Work area'
PROGRESS CLEANING AND WASTE REMOVAL
Colloct and maintain aroas free of waste materials, dobris, and rubbish. Maintain site in a clean
and onderly conditim.
REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
Remove ternporary uilities, equipment, facilities, materials, prior to Substantial Conpletict.
Cleao and repair damage caused by installation or use of temporary work.
Restore existing frcilities used during costnrcticn to original cmdilion. Restore new facilities
used during constructio to specified cmditiot.
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PRODUCTS
Products: Means new material, machinery, components, equiprnent, fisures, and systems
fomring the worh but does not include machinery and equipment used for preparation,
fabrication, conrveying and erection ofthe Work. Products may also include existing matorials or
corporqrts specificalty ideirtified for reuse.
Do not use matefials and equipment removed ftom existing promises, except as ryeoifically
identified or allowed bythe Contract Documerts.
Provide interchangeable components ofthe same manufrchrrer for conporents being re,placed.
TRANSPORTATION, HANDLING, STORAGE AND PROTECTION
Transport, handle, store, and protect Products in accordance with manufacturer's instructions.
PRODUCT OPTIONS
Products Specified by Roferenco Standards or by Descripion Onty: Any Product meetingthose
standards or description.
Products Specified by Naming One or More Manufrcturers: Products of manufrcturers named
and meeting specifications, no options or substitutions allowed.
Products Speoified byNaming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substirhtim for any nunufacarrer nct named'
SUBSTITUTIONS
Facilities ArchitecLfEngineer will consider requests for Substitrdions up to 5 days before date of
opening ofbids.
Substinnims after the bid opening will only be considered vrhen a Ploduct becomes unavailable
through no fault ofthe Contractor.
Document each request witi complete data substantiating compliance of proposed Substitution
with Contract Documents.
Submit three copies of request for Substibdim for consideration. Limit each rcquest to one
proposed Substitutiott.
STARTING SYSTEMS
Provide five days notification prior to start-up of each item.
Ensure that each piece ofequipment or system is ready for oPeration.
Execute start-up under supervision of respmsible persons in accordance with manufacturers'
instructions.
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D. Submit a writtea report that equipmed or syste,m has been propedy installed md is ftncti@ing
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I.4O DEMONSTRATIONA}IDINSTRUCTIONS
A. Dennmsffie operdio md maidenmce of ProduAs to Ornet's persmnel prior to dxe of
Corpletiut.
o B. For equipmed, or syslerns requiring seasonal operatim, perform demqrstratim fur dher seasqr
within six mqths.
C. Demostrate start-rp, qeratio, cffiol, adjustmed, troubleshoding, sendcing, nafut€nanc€,
and shutdonn of each item of equipment at agreed-upot times, at equipment locatim.
o I.4I CONTRACTCLOSEOUTPROCEDI.JRES
A. Submit wriuen cortificatim that Cdrad Docrunents have been reviewe4 Wort has been
inspecte4 and that Work is co,nplete in accordance with Cortract Documds and ready for
O Facilities Lrclitedffnginoefs inspectim (i.e., Request for Substartial Coryletio).
B. Submit ffnal (90o/o or 95o/o) Applicatio for Papr.ent Idedifying total adjusted Cffirad-
Sum/Price, previous payments, and amount remaining due.
C, Submit Sales and Use Tax forms.
o D. Submit refainage (So/oot l0%) Applicatim for Palment. Retainage wil bo withheld wtil all
required documents have been submitted and approrrcd, and ifrequired, the Project has been
advertised.
1.42 FINAL CLEANING a
A. Execrtre final cleaning prior to final inspectict.
B. Clean interior and ederior surfaces exposed to viary. Vacuum carpaed and soft surhces.
O C. Remove waste and surplus malerials, rubbish, and construdiqr facilities from site.
1.43 ADruSTING
A. Adjust operating Prcducts and oquipmentto ensure smocfh md rmhindered qeratim.
O I.M PRoIECTRECORDDOCI.JMENTS
A. Maintain on site one set of Contract Documents to be utilized for record docurnents.
B. Rocord acfual revisios to tho Work. Record infornratim cmcurrent with costrudim prqgress.
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C. Specifications: Legibly mark and record at each Product section a descripticn of actual Products
installed.
D. Record Documents and Shop Drawings: Legibly mark eac,h item with ballpoint peo to record
actual construction.
E. Submit trno sets of as-buift drawings and Specifications to the Facilities Architect/Fagineor for
approval a minimum of 5 days prior to requesting inspecting for Substantial Conrpletiott.
F. Approval ofmonthlyprogross pay estimat€s is subjectto Facilities Architect/Engineer review of
updated as-buih documents current through the billing period.
1.45 SPARE PARTS AND MAINTENA}.{CE MATERIALS
A. Provide Products, spare parts, maintenance and edra materials in quantities specified in
individual Specification sections.
B. Deliver to Project site and place in location as directed; obtain receip prior and submit with
rdainage Applicatiot for Payment.
I.45 WARRANTIES
A. Provide duplicate notarized copies. Include the following information for the manufrcturer and
the Contractor:
L Cortacts.
2. Regular business and emergency phone numbers.
3. Address (rnailing and shipping).
4. Other such information as may be required to provide expeditious response to warrarty
work-
B. Execute and assemble transferable warranty documents from Subcmtractors, suppliers, and
manufacturers.
C. Submit prior to retainage Application for Paymmt-
D. Warranties corrlm€nce on date of issuance of Final Payment.
PART 2 - PRODUCTS
Ncf Used
PART 3 - EXECUTION
END OF SECTION
01001 - l0
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SECTION 01010
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O STJMMARYOFWORK
I.OI CONDMONSA}TDREQI.JIREMENTS
Divisim I - Geaeral Requiremeuts shall gonem wo,rt rmder all Divisims ofthe Specificatios.o
I.O2 SCHEDI,]LEOFDRAWINGS,SPECIFICATIONSANDADDENDA
A. Drawings: See Index on Drawings.
O B. Proj€ct Manual: Accounting and Conference Services Office Renovation at Vril Cascade
Hotel and Club, Va[ Coloredo drtcd Septcmber 22'1999.
C. Addenda: All Addenda issued prior to biddiry.
I 03 EXAMINATION OF SITE AND CONSTRUCTION DOCUMENTS
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A. Failure to visit site will in no way reliene C@tractor from necessity of firmishing materials or
porfirrming workthat may be requirod to conplete work in accordance with Drawings and
Specificatims withorf. addirtiqral cost to Owner.
O B. The locations of all existing utilities, as indicated o the Drawings, are approximate. General
Contractor shall bo respmsiblo for verifying looatio of all Uilitios indicatod on tho Drawings,
prior to c@structim. Any damage to these uilitiss shall be the Contractor's respansibility and
they shall be repaired at no cost to the Owner.
C. Failure to visit site will in no way relieve any Cmtrador from necessity of firmishing matorials or
O performing work that may be required to conplde work in accordance with Drawings and
Specifioatims without additimal cost to Owner. The Genoral Cmractor will be required to sip
a Certification of Acceptance, acce,pting the site and all previous work "as-is" befrre cs$tructiql
may start.
O 1.04 CONTRACTS
A. All work under this c,ontract will be executed under a single prime cmtract betrreen the Owner
and the General Contractor.
I.O5 CONTRACTORUSE OF PREMISES
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A. Limitatios: Operatims ofthe Comactor $all be limited to areas rvhere work is indicatod.
B. See Section 01500 Costructio Facilities and Toryorary Codrols for Coordinatim and
requirenreds for access to sito.
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1.06 COORDINATION
A. Schedule all work performed in existing buildings with Owner to minimize disruption and to a
allow Ownor to maintain occupancy during construction. All after hours work shall be
ooordinated with Owner's security persmnel to provide site/building access.
B. Maintain safe access and egress for occupants and public from occupied throughout the project.
Provide temporary protective screening through cmstruotion areas ev€n though not specifioally O indicated on tJte Drawinss.
I.O7 PROTECTION
Cqtractor Sall limil his operatios and site access and those of his subcoutractors to areas ofthe
site being disturbed by constructior and site gra.ting. Othor areas shall be left undisturbed. Any a
damage to such areas will require repair at the Contractor's expense.
I.O8 PROJECTCONDITIONS
A. General: Coordinate construotion phasing with operation of Owner's existing facility. The O Owner intends to occupy portions of the building throughout construction.
L Establish effective communications with the Owner regarding his operatior and moving
schedule. Give as much advance notice as possible, in addition to the minimums specified"
for construction activities vAich wil affect 0',vner's operations.
Z. Coordinate with Owner scheduling for asbes0os removal to provide Owner's consultant
with ninimum 3 weeks adrance notice. O
B. Utility htemrptions: Sohedule intemrptions of building utilities with the Owner at the Owner's
convenience. Notifu Owner 48 hours in advance of all utility intemrptions.
C. Sequencing of Construction Plan: Before start of construction on site, submit three co,pies of
construction plan regarding accoss to work; use of site; and phasing of new, domolition and O
removatim work for accoptance by Owner and Architect- After acceptance ofplan, construction
seque'ncing shall comply with accepted plan unless deviaticns are accepted in writing.
I.O9 SEPARATECONTRACTS
a A. Srrstems Fumiture: The Owner's vendor will provide and install all office syslems fumiture. The
General Contractor's electrician shall provide and install the electrical rough in and shall
complete the final connection to the systems fumiture hamess.
B. Telecommunications: The Owner's se,parate telecommrmications cortractor(s) will be installing
wiring and equipment inthe building concurrentlywiththis Project. The Contractor shall I
coordinate all work with the related work of this separate contractor. The Ge,neral Contractor
strall provide recessed wall boxes, pull strings to the tcp of the partitions and new matching cover
plates at all new and existing telephone, data and power receptacles and swirches. Coordinate
style of plates at telecommunications devices with the Owner's Cqrtractor.
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.. I.IO COMPLETION/COORDINATION .)
O A. Coordinde the installation of all above ceiling systqns md conpoeds. All work installedthd
imerfrres wifr the wort of ders md was nd coordinatod with chen shall b€ reuorod ad
reinstallod d no ffia cost to fre Owner.
B. Coordindo all electrical 'tomc withinlte btrilding envelqe including straific*io inplenum
a spacos. AII wo,r* in$allodthd iderferes with tto work of others od was not coo'rdindsd witb
ders willbe reoorrcddno ffia costtofre Oqmer.
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SECTION OIO3O
ALTERNATES
DESCRTPTION OF REQT.JTREMENTS
uAltsrnatesu are defined as alternrate products, materials, oqubmd, sldems, m€thods, units of
wort for major elemefrs of costructio, ufiich may, at Oqme'ds qtim be selected for work in
tieu of conespmding requironents of Comrac Documems.
L Selectims may occur prior to Contract date or maybe dofened for possible selection at
subsequent date.
2. Altomdes may or rnay nd chenge scope and general charactor of wort zubstantially.
3. nequir€m€frs ofthis Secticn may be relded to, brtr, must nci be cmftsed with,
requiremerts of Cmract Documents related to "unit prices", "changF orders",
"substitnti@s" and similar terms.
Referto Onmer{ffiactor fureemert and subsequent modificatios thereof (if any) for
d€tormination as to nfrich Altomatos listed have boenr aoc?te4 and are, thore'fore, in firll force
and erffect as thorg! originally included in Cdract Documeds for Base Bid.
Immediately folloving award of Ccntract, pr?are and distribute to each entity or perscn to be
involvod in performance of worlg ndification of status of each altemate scheduled and inoluding
those subsequently added by ndificatior during bidding. lndicate which Altemates have been: l)
accepted, 2) rojecfd and 3) defoned for cosideration at later date as indicat€d. Include full
descriptim of negctiatod modificaticns to altemates, if any.
GENERAL ALTERNATE REQI,JIREMENTS
General: Description for each Altemate is recognizod to be inconpl*e and abbreviated but
furplies that each change must tre conrpleted for scope of work afrected. Refer to applicable
Sections @ivision 2 through 16) and to applicablo Drawings for specific roquirements of each
Ahemate. Modif surrormding work as requircdto integrate with work of eacl Altemate.
hldicat€ on the Bid Form in the spaces provided for each Ahemato the amounts to b€ ADDED to
or DEDUCTED fromthe Base Bid wtrich would result fron acceptance bythe Owner of each
Altemate.
DESCRIPTION
Nternate No. l: Vinyl wall covering. Install Onmer provided vinyl wall covering in Roqns
#l00through #113. See Sectio 09950.
Alternate No.2: Door Hardnrare. Provide md install nennr building stedard ADA corrpliant
lever trim latchs€ts and locksets at existing and relocated doors in Rooms #100 through #l 13.
See Sectim 08710.
Nternate No.3: Holiday Cmstructio. Provide costto comm€oce and conplete c.ostructiqr
betneen December 18, 1999 and January 15, 2000.
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HCA 268 01030-l
D.Alternate No. 4: Millwork.
Sectim 06410.
Provide and install plastic laminate millwork in Room #l 13 . See
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01030-2 HcA 268
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SECTION 01070 .)
. ABBREVIATIONS AND SYMBOLS
I.OI DESCRIPTION
^ R€ld€d Requirements o 'r' 1. Drawing symbols: Drawings
2. Drawing or Sc}odule Abbreviatiqrs: Drawings or Schodules
t.02 QUALITYASSURAI.ICE o A. These Specific*ios are of abbreviatp4 sinrplifi€d or streamlircdt5pe and includo incorylete
se{rt€nces.
l. Omissions of words or phrases such as 'qthe contractor shall", uin coformity therowith",
'shall be', "as ndod m the drawings", "a", 'the", are irtentional.
O 2. Y*ffi;J* or phrases by inference in same maner as they are when "NOTE'
3. Supply words ushall be' or "shall" by inference ufren colm is used within s€trt€nces or
phrases.
4. Supply words "m the Drawings" by inferenco when "as indicated' is used with seiltenc€o
or phrases.
O 5. uProvrdeu shall mean firndsh and install.
I.O3 ABBREVIATIONS
A. Reference in Contract Documents to trade associations, technical societies, recognized authorities
and other institutims include following organizatios vfiid are sometimes referred to mly by
O correspording abbreviations.
AA Aluminum Associatio
AAMA ArchitecturalAluminumManufacturer'sAssociatim
ACI Arnerican Cocrete Institute o frt ffi:tffiilffi:if*ffn-**
AISI Arnerican Iron and St€el hstitute
AITC Amorican Institut€ of Timer Cmstruction
AIISI American Ndional Standards Instihrte
APA American Plywood Associatim
t ASHRAE Americao Society of Heating, Refrigerating and Air
Cmditioing Engineers
ASTM American Society for Testing and Materials
AWI Architectural Woodwotk Institute
AWPA American Wood Preservors Associatim
O AWS Amorican Welding Society
BIA Brick Instihrto of America
" r CDA Co'pper Development Association, krc.
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HCA 268 01070-l
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CRA Califomia Redwood Association
CRSI Concretp Reinforcing Steel Institute
CS Commercial Standard (U.S. Departrnant of Commerce) O
DFPA Douglas Fir Plywood Association
FGMA Flat Glass Marketing Association
FM Factory Mutual Engnoering Division
FS Federal Specification
MIA Marble Instihrte of America
MIL Military Specification t
MLMA Metal Lath Manufrcture/s Association
NAAMM The National Association of Architectural M€tal Manufacturers
NBS Natimal Bureau of Stmdards
NCMA National ConcretB Masonry Association
NEC Natimal Electrical Code (ofNFPA) a
NEMA NationalElectricalMaoufacturer'sAssociation
NFPA National Fire Protection Association
NOMA Natiqral Oak Flooring Manufacturen's Association
NPVLMA Natioal Pai{ Vamish and Lacquer Manufacturer's Association
NTMA The National Terrazzo and Mosaic Association
NWMA NatimalWoodtwork Maflufacturer's Association 'OSHA Occupational Safbty and Health Administraticnt
PCA Podand Cement Associatiur
PCI Prestressed Concrete InstituG
PEI Porcelain Enamel Institute
PS Product Standard (U.S. De.partment of Commerce) O SDI Steel Deck Institute
Sil Steel Joist Institute
SMACNA Sheet Metal and Air Conditioning Coutractors National Association
SPA Soulhom Pine Associatic,n
SPI The Socidy ofthe Plastics Industry, Inc.
SPR Simplified Practice Recommendation (U.S. Department of O
Commerce)
SSPC Steel Structwes Painting Council
SWI SteelWindow hstitute
TCA Tile Council of America
TIMA Thermal Insulatim Manufacturers Associatiott O UL Underwriters' Laboratories, trnc.
WCLA West Cost Lumbermen's Associatim
WRI Wire Reinforcement Institute
WWPA WestemWoodProductsAssociation
END OF SECTION
0t070-2
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A.
sEcrIoN 01090
REFERENCE STANDARDS
QUALITYASSIJRANCE
Reforeoco Shdards: For products or wortmanship qpocified by associaticn, trade or Fedoral
Standards, conply with oftre standar4 orcept when mo're rigid requirertnents are
specified or are required by applicable codss.
l. No provisicr of any re,ferenced standard specificdio, manual or code (uAether or nd.
specifically incorpor*ed by referace inihe Cctract pocumems) shall be efrectiveto
change drries and resposibilities of Oumer, Cmractor or Architoct or any ofthoir
cosultds, agrnts or eryloyoes fr,onr those set forth in Cotract Documents, nor shall il
be eftctirrcto assign to Architect or any of Ardritod's consultailts, agents or erplopes
any dfy or auhority to stperviso or dircct ftmiSing or performanco of Work or any drfy
or artrhorig to undortake responsibilities cdrary to provisios o,f General md
Srpplementary Coditims.
Eftcive Date: Dde of standad is that in €ff€d as of documents dde except rvten specific date
is specified or when standard is part ofapplicable code nfrich includes editim date.
Copies: When required by individual secticrs, obtain cqy of standard. Maintain cnpy d job site
during work.
END OF SECTION
01090-l
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SECTION O2O7O
SELECTTVE DEMOLITION
PART I - GENERAL
a l.0l SUMMARY
A. Section Includes:
I . Dustproof e,nclosures separating demolition areas from other areas.
2. Removal of desipated building equipme,nt cabinets and fixhres. Store and protect items
noted to be salvaged or reinstalled.
O 3. Removal of designated partitions; walls, ceilings, floors, doors and frames, windows,
ductworlg piping and other building oomponents.
4. Cap and identifr exposedutilities.
5. Disposal of debris and equipment, cabinets, and fixtures not noted to be saved or
reinstalled.
' i ftffi''il*"""gandbracing'
B. Related Requirements:
l. Basic Requirements: Section 01001.
O r.02 QUALITYASSURANCE
A. Seloctive demolition shall be performed by workers oiperienced with selective demolition. General
Contractor shall identrfy areas whero care must be exercised to prevent damage to surfaces and
equipment to remain.
O B. Coordinate removal of mechanical and electrical items with appropriate trade.
C. Demolition performod in excess of that required shall be rcpaired at no cost to the Owner.
I.O3 PROJECT CONDITIONS
a A. Portions of the building will be occupied during consruction. See Section 01010 Summary of
Work. Do not interfere with uso of occupied portions of building. Maintain free and safe passage
to and from occupied areas.
B. Environmental Requireme,nts: Execute demolition in a manner that will limil umes€ssary dust and
O nolse.
C. Safety: Cease operations and not$ Architect immediately if safety of stnrcture appears to be
endangered. Make precautions to properly support structure. Do not resume until safety is
restored.
D. Immediately notifr Architect and Owner if area to rereive demolition is suspected to include
asbestos materials. If positively identified, Contractor shall work around area until abatement is
completed by Owner's separate conbactor-
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PART 2 - PRODUCTS
2.01
A.
MATERTALS
Materials to be rzused scheduled or noted to be reused in other portions of the work shall be
garefrdly romoved and stored at the site for later roinstallation. Repair any damage caused during
removal, storage or reinstallation to tho satisfaction of the fuchitect.
Materials to be removed by Owner: Iteins which ue removed prior to the start of demolition will
remain the property of the Owner. Such items will be designated with a marking prior to the pre-
bid tour of the site. All other times indicated to be removed but not indicated for reinstallation
shall become the property of tho Contractor who shall remove them from the site.
Disposition of Removed lt€ms: Items indicated to be removd and not indicated to be reused shall
become the property of the Party indicated below rurless indicated otherwise. Items not included
below shall become the property of the Contractu.
Item
Doors
Door Frame s
Hardware
Acoustical Ceiling Panels
Cabinets and CountertoPs
Light Fixtures
Shelving
Air Conditioning Units
Exhaust Fans
All other FIVAC Equipment
PART3.E)GCUTION
Disposition
Contractor
Contractor
Conlractor
Confractor
Contractor
Contactor
Contractor
Owner
Owner
Contractor
3.01
A.
3.02
A.
C.
PREPARATION
Dust Protection: Erect and maintain dustproof partitions as required to prevent spread ofdust,
fumes and smoke to other parts of the building. On completion, remove partitions and repair
damaged surfaces to match adjacent surfaces.
Shoring and Bracing: Provide necessary t€nporary shoring and bracing to support and protect
portions of existing building during demolition operations. lcave such shoring in place until
permanent supports have been installed and inspected by the Architect. Be solely rcsponsible for
the design, safety and adequacy oftemporary shoring and bracing and its ability to carry the load
for which intended.
EXSTING UTILITY SERVICES
Capping: Arrange and pay for disconnecting, rcmoving and capping utility services within areas
of demolition. Disconnect and stub off. Notifi the affected utility company in advance and obtain
approval before starting this work.
HCA 268 02070-2 a
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, B. Ideirtificatio: Place markers to indicate looation of discmn€ct€d services. Identify service lines
' .t and capping locations on Project Record Documsnts.
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3.03 SELECTTVEDEMOLMON
A. General: Demolish in n orderly md carcful mrnncr 6s pqqfuo{ to acconmodate new work
Protect existing founddims and zupporting struchral memb€rs.
{l B. Repair: Repair demolition performed in excess of that required at no cost to the Ovner.
3.03 CLEANUP
A. During thedemolitio operations, keep thep'nmises free frm ammulatims of wastematerial o
O rubbish caused by emplryees or worh and at the daily compl*ion of the wort remove rubbisb,
tools and surplus material and leave the p,remis€s slcm and ready fo zubsequent work. Prorytly
remove all waste. rubbish or debris from the site.
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02070:3
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DIVISION 5 WOOD A}ID PLASTICS
sEcrIoN 06100
ROUGHCARPENTRY
o PARTI-GENERAL
I.OI SI,JMMARY
A. Section Includes:
l. Miscellaneous blocking and funing o i, ffiffitr
B. Related Requirements:o
":
l1*-ffiffi*if;;l3333,ouooo
I.O2 QUALITYASSTJRANCE
A. Reference Standards: See Sectim 01001. Corplywith follwving:
O , L WoodFraming: UniformBuildingCodeandNdiqralDesignSpecificatiorforWood
Constructim, 1982 editio, as published byNatioal Forest Products Associatim.
2. Lumber: Standard Grading Rules for Westem Lumber, latest editio, published by
Westem Wood Products Associatim.
a. Eacl Piece of Lumber: Grado Stamped
3. Plywood: U.S. Product Standard PSI-83 for Softrpood Plywood/ Cmstructiqr and
O Industrial.
a. Each Panel: Identified with gadetrademark of American Plyn'ood Associatiqr
(APA),
I.O3 DELTVERY,STORAGEA}.IDHANDLING
a - A. Store aU mderials offgromd and corrcr with watorproof covering.
PART 2 - PRODUCTS
O 2.OI MATERIALS
A. Rougb Hardware: Provide necessary bolts, screws, nails, clips, plates, straps, hangers, €tc., (with
the exceptio of itonrs ecrbedded in cmcr*e), necessary br conpletim of rough carp€ntry.
Provide corrcct material ofprqor size and sEagth forpurpose intended c.mformingto
O Specificatims, Drawings and applicable building code. Pre'hbricated steel o@nectors shall b€
fabricated by Sfuryson Strong- Tile Co., Inc.
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HCA 268 06100-t
B. Blocking and Furring: Hem Fir Standard Grade or BeffBr., .1 1. Seasoning: Up to two inches: 19% or less moisture contont.
C. Plywood: APAC-Dstandardwithe:rteriorglue.
l. Thichess: As indicated on Drawings.
D. Fire Treatmert: All Framing lumber on the interior ofthe building shall be fue retardarf treated,
Class A fire rated. All framing lumber on the exterior of the building not required to be
Presenrative treated shall be fire r€tardanttreated, Class A fire rated.
E. Plywood Sheathing: CD interior sheathing with e*erior glug tlicloress as indicated.
PART 3 - DGCUTION
3.OI EXAMINATION
A. Verification of Conditions: Vorifu that surftces to receivo roug[ carpertry are prepared to
required grades and dimensions.
3.O2 INSTALLATION
A. General:
l. Porform in substantial manner consisting with accepted standards of carpentry trade.
2. Nail or spike members in acrprdance with UBC.
3.03 BLOCKING
A. Blocknrg:
l. Set true to line, level or plumb secured as indicated.
B. Install blocking in shrd space behind g5psum board for attachme,ut of wall stops, magnetic hold
opens, cabinets, toilet accessories, and other wall mounted accessories.
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06100-2 HCA 268
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SECTION 06200
FINISH CARPENTRY
PART I -GENERAL
o l.ol ST.JMMARY
A. Sectio Includes:
l. Ifierior Trim:
2. Millwork
O B. Rolatod Requiremeots:
l. Blocking: Soctim 06100
2. Cabin€ts and Casen'ork Sectim 06410
3. WoodDoors: Sedio082l0
4. Finish: Section 09900
o l.oz euALITYAssuRAl.rcE
A. Reference Standards: See Soctim 01001. Corylywith follon'ing:
l. "Architecnrral Woodrrork auahty Standards and Guide Specific*iors", 1985 editio, as
published by the Arditecbral Woodwo* Instftuto.
O a. Conply.with custom grade if nd otherwise qpecified.
B. Finish Carpartry: Woodwork requiring smooth finish and elposed to view but nd cqsidercd as
cabinds or caservork.
I.O4 SI.JBMITTALS
A. Shop Drawings: Submit in accordance with Sectio 01300 Submiuals.
l. Includo cmformance to required reftrence standard.
B. Sarryles: Submit conplco set of plastic laminate sarryles for color seledio in accordance with
Sectim 01001.
I.O5 DELTVERY,STORAGEANDHANDLING
A. Do ad deliwr material until the buitding or slorage area is emclosod and sufEcieotly dryto
prerd danagp ftom excossive changps in moistue c@tfit.
PART2 -PRODUCTS
2.OI TRIM MATERIALS
A. Natural Finish Trim Material: Match existing adjac€nt..)
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B. Painted Trim Material: Red or whitB birch, select kilndried vertical grain."l
PART 3 - HGCUTION
3.OI EXAMINATION
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A. Verification of Conditions: Conplywith Section 01001.
l. Layout: Veri$ layor* of work before beginning installation.
2. Blocking: Ensure pro'per blocking provided under Section 06100.
3. Existing Conditions: Examine substrate before beginning
installation.
4. Notificatio: Notify General Co'ntractor of unsatisfrctory cmditims in writing with copy
to Architect.
B. Acceptance: Beginning of work means acceptance of existing condirtions by installer.
3.02 INSTALLATION
A. Gemeral: All installations AWI Custom Grade unless othenvise (l
specified.
B. Interior Finish:
l. Lengths: Wherever possiblg provide single piece for each length of finish. But, joints not
allowed except for long pieces or room molds which may be in two or more sections. O
When brff' joints are necessary, bevel joints.
2. General: Install intBrior finish level, plumb and true.
3. Securing: Tightty secure to bracing with nails, screws, glue, etc. Blind nail wherever
possible. Where surface nailing is neoessary, use finish nails carefrrlly set with nail
Punch 4. 1'1i6 pi6"lr;ng fuainst Walls or Coiliag: Mill with e*ra width and scribe to wall or O
ceiling atjob.
5. Edges: Except where moldd mill trim with perfectly square edges. After erection,
slightly round exnosed edges by sanding as directed.
6. Interior Finish: Hand smooth ready for finish under Section 09900 free from machine or
tool marks or any roughness. O
7 . Replacement: Replace any interior finish bearing hammer marla, splits, cracks, mars or
defects of anv nature.
3.03 MILLWORK
A. Construct millwork as detailed in substartial manner using fasteners as indicated or required for I
materials used. Use concealed frsteners whenever possible.
B. Fabricate large items in pieces to be transported safely and cormected without visible joints where
possible unless indicated otherwise.
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06200 -2
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HCA 268
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, SECTION05400
.j o ARcHITEcruRALwooDwoRK
PART I.GENERAL
O l.0l SLJMMARY
A. Section Includes:
l. Cabinet work including all counters, shelving and casework'
B. Related Requirements:O l. WoodBlocking: Section06l00
2. Wood Trim: Section 06200
3. Wood Doors: Section 08210
4. Rubber Base: Section (D650
5. Job Finish: Section 09900
o - I.O2 QUALITYASSURANCE
A. Reference Stmduds:
l. "Architechral Woodwork Quality Standards and Guide Specifications", 1985 edition, as
published by Architechral Woodwork Instihte.
O a. Comply witb Custom Grade if not othe'lrrise specified-
I.O3 DEFINITIONS
A. Architecurnl Woodwork Custom fabricated counters, shelving, cabinets and casework. Other
o x##.lftffi1XfiSfrfrtff;f,ilfrf: cabinets' and casework is considered nnish
I.O4 SUBMITTALS
A. Shop Drawings: Submit in accordance with Section 01001.
o B. Smples: Submit conple0s set of plastic laminate saryl€s for color selection in accordance with
Section 01001.
PART 2 - PRODUCTS
2.OI MATERIALS
A. Plastic Laminarc:
l. AcceptableManufacturers
a. Fomrica Corponation
b. Wilsond
c. Nwarnar
HCA 268
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a. Verticalsurfaces: MaybeVerticalGrade5svcs. '
B. Particleboard:
1. Matte formed wood particle board, 4045# density Industrial Grade with sealer and lacquer
finis[.
2. Cabinet Interiors: Willamette Industries Korhan tr Cabinet Liner, aaykc coated 45-47# O
density industrial particle board or equal.
C. Trim Material: All trim material shall be free of all defects to the extent required by AWI custom
grade allowances for the speoies used.
L Birch; select kiln{ried vertical grain clear.
2. Pine: select kilndried sugar pine or Idaho whito pine, C select or better. O
3 . Moisture Content: 15% or less.
D. Plywood:
l. Champion Plywood Duraply, Cabinet Grade.
E. Cabinot Hardware Manufacturers:
L Hinges:
a. Blum
b. Grass
o. Hettich
d. Mepla
e. Accepted Substitute in accordance with Section 01001.
2. Pulls and Catches:
a. Stanley
b. Accepted Substitute in accordance with Section 01001.
3. Drawer Glides:
a. Grant
b. Accuride
c. Accepted Substitute in accordance with Section 01600.
4. Adjustable Shelf Hardware:
a. Knape andVogt
b. Sanley
c. Accepted Substitute in accordance with Section 01600.
F. Cabinet Hardware: Provided and installed by cabinet supplior:
l. Hinges: StanleyNo. 1592-1,41J !l66ft finish (fq3/4inchthickovedaydoors).
2. Pulls: 96 rnrn o.c. polished chrome pull.
3. Door Catches: StanleyNo. 46 magnetic catch
4. Drawer Slides:
a. Heary Duty: Grant No. 527 full extension slide with latch (100 pounds/pair).
b. Regular: Grant No. 328 full extension slide
(50 pounds/pair).
5. Locks: Provide disc tumbler cam type locks for all drawers and doors. Key alike or
differontly as selected by fuchitect master keyed. Provide two keys per lock.
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2.02 FABRICATION
O A.
t}T"**;"ai"Til"
counters and cabinets as indicated on drawings and as required for AWI
B. Constnrction: Frame counters in substantial manner with nocessary blocking, braces, etc.
l. Supports Undo Countertops: Sullicie,ntly heavy to carry weight of large man without
O z. iiffi: Pime4 glud or screwed together in accordance wittt AwI Custom Grade
standards.
C. Countertops Covered with Plastic Laminate: Consfructed of particloboard. Provide backsplashes
and self+dge all exposed edges unless indicated otherwise.
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D. Cabinets:
l. Provide and install hardware as indicated.
2. Construct shelving, counters, cabinets and casework with plastic laminate covored
particleboard. Use Kortran at interiors.
O 3. i:ffiil:H* and casework in a substantial manner with necessary blocking, braces,
a. Cross Supports Under Countertops: Sufficiently heavy to carry weight of large man
without sagging.
b. Frames: Pinnd glued or screwed togethsr in accordance with AWI Custom Grade
Standards.
a 4. ConstructionType: Flushoverlay(notlipped).
5. CabinetDoors: Types, sizes andthicknesses indicated.
a. Doors: Flush with edges perfettly smooth.
b. Doors and Drawer Fronts: Faced with plastic laminate. Edged with 3 mm PVC
applied with hot melt glue.
o t 3:LTffi:t}*ffi;14*"#*:o&1"*.*orparticreboard provide
backsplashes and self-edge all cxposed edges.
PART 3 - E)GCUTION
3.OI EXAMINATION
A. Verification of Conditions:
l. Layout: Verif layout of work before beginning installation.
2. Blocking: Ensureproperblockingprovidedunder Section 06100.
3. Existing Conditions: Examine spaces and substrate before beginning installation.
4. Notification: Noti$ General Contractor of unsatisfactory conditions in writing with copy to
Architect.
B. Acceptance: Beginning of work means acceptance of existing conditions by installer.
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" r 3.02 INSTALLATTON
A. Counters: Constuct supports for munters as indtcated. 'l. Securely attach count€rs to walls plumb and level.
B. Cabinets:
l. Bases: Consfruct cabinet bases for cabinas as indicated and securely anchor to floor.
2. Cabinds: Securely attach cabinets to bases and walls with cabinets plumb and level and
hardware operating properly, ready for finish under Section 09900.
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3. Rubber Base: Provided on base cabinets under Section 09650 after cabinets are set in place.
ENDOF SECTION
06400 - 4
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HCA 268
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SECTION O79OO
'j
O JOINT SEALERS
PART I -GENERAL
o l.0l SLJMMARY
A. Section Includes: Providing all caulking and sealant indicated on the Drawings, specified hoein,
and not spocified under other sections. In ge,neral, seal all o'penings shown oar the Drawings aod at
other locations requiring sealant to seal visually and against infiltration from air and water,
including but not limited to the following:o
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i:il[*ffiff;T;l*#nffiffi:"1,'ltrH#f;:ffi"Hffi?'
B. Related Requirements:
l. Qlnzing Sealants: Section 08800.
2. Acoustical Sealants: Section 09261 Glpsum Board Partitions and Walls.a
I.O2 SUBMITTALS
A. Product Data: Submit in accordance with Section 01001 for each material and location of
application.
B. Color Samples: Submit in accordance with Section 01001 a color chart for each material and
location of application.
I.O3 DELIVERY. STORAGE AND HANDLING
A. General: Comply with Section 01001. Deliver in original, unopened containers and store in an
area not subject to exhcme heat or cold.
PART 2 - PRODUCTS
2.OI SEALANT MATERIAL
A. Manufacfurers:
1. DAP Incorporated
2. Pan. Inc.
3. Pecora Corporation
4. Products Research and Chemical Corporation
5. Sonnebom Building Products
6. Tremco Manufacturing Company
7 . Mameco International
8. W.R. Grace and Cornpany
9. Aoceplod Substitute in accordance with Section 01600.
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. B. Acceptable Materials:" ) l. InteriorandUndsrTbresholds: LatexAcrylic,ASTMC8934-76(1980).
2. Colors: As selected by Architect from standard colors. O
2.O2 BONDBREAKERTAPE
A. Tape: Polyothylene tape or other plastio tape as recommended by the sealant manufachrrer to be
applied to sealant-cotrtact surfaces where bond to the substrate orjoint fiIler must be avoided for O
proper performance of sealant. Provide self-adhesive tape wherever applicable.
PART 3 -HGCUTION
3.OI EXAMINATION
A. Verification of Conditions: Complywith Section 01001.
1. Inspectjoints to be sealed to application ofany work under this section.
2. Notification: Noti! General Constuction of any joints which cannot be put rnto proper
condition to receive sealants in writing with copy to Architect.
B. Acceptance: Beginning of work means acc€ptanco of existing conditious by installer.
3.02 PREPARATION
A. Preparation of Surfaces:
l. Clean surfaces in accordance with manufacfurer's rocommendations.
2. Mask edges, ifrequirod to protect adjoining surfaces and produce a shaight fiiish line.
3 . Clean joint surfacrs immediately before installation of sealant. Rernove dirt, insecure
coatings, moisture and other substances which would interfere with bond of sealant.
4 . Do not proceed with installation of sealant over joint surfaces which havo been painted,
lacquered" waterproofed or heated with water repellent or other treatnont of ooating.
Rernove coating or troatment joint surfaces before installing sealant.
B. Bond Breaker Tape: Install whers indicated and as requircd by rnanufacturer's recommendations to
ensure that sealants will perform properly.
3.03 APPLICATION
A. Sealant Joints:
l. Apply sealants in continuous beads without open joints, voids or air pockots, using a ratchet
hand gun or mechanical powered gun.
2. Rernove excess mmpound or sealant promptly as work progresses, and clean adjoining
surfaces.
3. Comply with manufacturer's specifications and recommendations.
C. Spillage:
L Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to
migrate into the voids ofadjoining surfaces. Use rnasking tape or other procautionary
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HCA 268 07900 - 2
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. ') ff$fiflffif*tof adjoiningsurfaces,byeithertbeprimer/
O 2. Re,move excess and spillage of compounds prorytly as the work progresses. Clem
adjoining surfaoes by ufiatcver mems mry be nooossry to eliminato evid€oc€ of spillage.
po ost d'mage the adjoining surfaoes orr fini,shes.
3.04 CLEA}.IING
o - A. Proteot surfaces frm damage. Clem soiled surfaces immediatoly. Rcplace my damaged material
whic,h cmnot be claaned with ncw malprid.
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sEcrIoN 08110
METALFRAMES
PART I -GENERAL
o l.0l SUMMARY
A. Seaion hcludes:
l. Nern' and Relocated Hollow Metal Frames
2. Relocated Hollow M€tal Window Frames
O B. Related Sectiqrs:
l. Wood Doors: Section 08210
2. Access Panels: Soctiq 08305 Access Doors
3. llardrrare: Secti@ 08710 Finistr Hardware
4. Painting: Sectio 09900
5. Gla'ing: Section 08800 a
r.02 QUALITYASSURAT.ICE
A. Reference Standards: See Sediqr 01001 ' Comply with following:
l. NAAMM Standard CHM-I
a Z. ANSI Al l5 Specifications for Door and Frame Preparation for flardware.
B' l:*t"ffi m;:?ffi* fire rating label acceptable to local building code authority on doors
and ft:ames indicated on the door schedule. lf any door or frame scheduled to be fire-rated
. trtr i:1'g fl:it#rrfffiiffi,:ffi:Tof ie desien' hardware or anv other
2. NFPA Standard No. 80.
I.O3 SUBMITTALS
A. Shop Drawings: Submit in accordance with Section 01001'
B. Tenrplates: Hardware templates for hardware mounted m hollow metal wo* shall be submitted
undor Section 0S710 directly to hollow metal manufrcturer immediately after approval of
hardware schedule. Report failure to receive tenplates with reasqrable pronptness to General
Coutractor.
I.O4 DELTVERY, STORAGE AND HANDLING
A. Ge,neral: Conply with Sectim 01001 . Store ftames in manner to prevent twisting. Doors with
dinrples or deuts will be rejected.
HCA 268 081l0-l
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PART 2 - PRODUCTS
2.OI FRAME MANUFACTURERS
A. Standard Steel Doors:
l. Archit€ctual Interior Products
2. Southwestem Hollow Mdals, Raton, New Mexico
3. fteway Metal Products, Raton, New Mexico O 4. Hol-O-Met Corporatim, Mesa, Arizona
5. Nor0r CenUal Supply
6. Steelcraft
7. Fenestra
8. CurriesManufacturing
9. Elco Metal Products Corporation O
10. CECO Door Division
I l. Dittco Products, Inc.
12. Acc€pt€d Substitute in accordance wi& Section 01001.
2.02 HOLLOWMETALFRAMES o
A. General: Frames for hollow metal and wood doors, entrances, windows and borrowed lights, etc.
indicated to be hollow metal shall be of desigr sections as detailed and assembled as indicated.
B. Gauges:
l. Frames m lrterior Walls: 16 gauge sleel. O
C. Construction:
1. Joints and Cornections Including Job-FabicateA Joints: Welded and ground and ttre entire
assembly reinforced and braced as required to insure absolrde ngtdity.
2. Where so indicated or as required" provide channel stifrening within the frame securely
weldedto frame member "
'3. Do not use exposed screws except where specifically accepted.
D. Accessories:
l. Reinforcement for Hardware: Machine frames for afiachmesi ofhardwals, inelu.ling
mortising, reinforcing, drilling and tapping for hinges. a a. Butt Hinges: 7 guug", 12" long, full width of frame profile less width of I
backband.
b. Closers: l0 gauge, 12" long, full width of frame.
c. Strikes, Flush Bolts and Other Surface Mounted Hardware:
L2 gatgo.
2. Anchors: Fumish anchors of qpe and number required for anchoring frames to structure, O
partitions, etc., as follows:
a. 3 jamb anchors sn I'high jamb
b. 4 jamb anchors on jambs over 7'
Wire anchors not allowed. Provide such installation instructions as are necessary to insure
proper installation of anchors.
3. Silencers: Drill stop of lock jamb of each interior frame for installation ofpneumatic O
rubber door silencers. Silencers are to be firmished under Sedion 08710, three perjamb.
o
HCA 268 081l0-2
#Re
ct) / ln r r^r r-r \O
I-^NP/lil"." /5
JOHN R.
CAMERON
v
Hagen . Cameron
Architecture PC
master planning . concept design . architecture
6430 S. Fiddlers Green Circle. Suite 275
Englewood, Colorado 80i i j
phone: (309) 850-0350
Fax: (303) gS0-9549
ADDENDUM NUMBER ONE
to
BIDDING AND CONTRACT DOCIIMENTS
for
VAIL CASCADE HOTEL & CLIJB OFFICE RENOVATION
Accounting and Conference Services
September2T, 1999
Architect: Hagen o Cameron Architecture, PC
6430 South Fiddlers Green Circle, Suite 225
Englewood, Colorado 8011 I
PH (303) 850-0350 FAX (303) 850-954E
TIIE FOLLOWING shall become as fully a part ofthe above named Bidding and
Contract Documents as if included in the documents issued 9/24199 and shall take full
and cornplete prcccdencc over anything stated cr shor',m to the contrary in them.
ACKNOWLEDGEMENT: Each bidder shall indicate in the place provided on the Bid
Form acknowledgement of receipt of this Addendum.
EACH AND EVERY BIDDER, subcontrastor and material zupplier shall be responsible
for reading each and every item in this Addendum to ascertain the extent and manner to
which it affects the work in which he/she is interested.
The Addendum items may not be listed in the same orderthat they occur on the Drawings
or in the Project Manual.
PROJECT MANUAL
Section00871-l ROOMFIMSHSCHEDULE
Substitute the attached Room Finish Schedule dat&9127199 for the one issued
9124199.
DRAWINGS
Sheet Al.l COVER& CEILING
Ceiling Plan Legend: Refer to attached Al. lrl a for revised light fixture notes.
Rooms I I I through 113: Refer to attached Al.lrlb for revised lighting and
existing sprinkler laYout.
. Sheet A1.2 FLOORPLANS
Floor Plan Kevnotes: Refer to attached M.lrl for revision to Floor PIan Keynote
#10.
General Notes: Refer to attached A2.1r1 for General Notes to be added to sheet
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. I 2.03 FINISH
O A. Cleaning and Primer:
1. Thororgfiy clean all surfrces of grease, rust and scale to insure paiut adherence Apply
filler to doors nihere required to produco a smooth surfrce.
2. Iloon and Frames to be Painted: Apply me coat of frctory primer.
o PART3 -HGCUTION
3.OI INSTALLATION
A. Frames:
l. Set steol frames aocuratoly in accordance with details, straigh and free oftwistwith hoad
O level and jambs plumb. Rigidly anchor to walls and partiticns and securoly brace rmtil
surrounding work is conplaod. Provide dsflectiq clearances at ft:ame heads whore
indicat€d.
2. Fire-Rated Openings: Place frames and provide clearances in acrordance with NFPA
Stadard No. 80.o 3 l'"1[ffih"Hi'H's,3:1fsffi,ffiXrmiliTJH,t*f
ff nish oporations begin.
4. Wherever possible leave spreader bars in plac.e umil frames are securely anchored.
B. Doors: Apply hardrrare in coforrnance with hardrvare manufrsturet's terylates and
O . instructios. Hang doors to be free of binding with all hardu'are frmaiming properly.
l. ClearanceTolerances:
a. Head: l/8 inch maximum
b. Jamb: l/8 inch maximum
c. Betrreen Doors (Pair): l/8 inch maximum
d. SillwithoutThreshold'. ll2iachmaximum o
C. Miscellaneous ltems: Install closuros, panels, fillers, etc. as indicated.
3.02 ADJUSTING
O A. Adjustnenc At conpletion ofjob, adjust doors and hardrvare as required and leave in prcper
operating conditiqr.
END OF SECTION
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HCA 268 081l0-3
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O wooDDooRs
PART I -GENERAL
o l.0l SUMMARY
A. Sectiqr Includes Nent and Relocated:
1. Solid Core Wood Doors
2. Fire-Rated Wood Doors
a B. Related Sectios:
l. Hollon' Metal Frames: Sectio 08100 M€tal Frames
2. Glazing: Sedim 08800 Glazing ', Hii;?f;l*T"l'J"noo[T;*#'**
' r.oz euALITYASsLJRANcE
A.Referencestandards:SeeSe<tio01060.Corrplywithfollowing:
l. NWMA krdustry Standard 1.S.1-78-Wood Flush Doors
2. A14r1 ArchitecturalWoodrrort Quality Standards, 1985 Editim
a 3. NMMA "Care and Finishing of Wood Doors"
B.
HmrY
**"*t"*: Provide UL or Wamock Hersey label m all doors indicated m door
l. If any door or frame scheduledto be fire.rated cannct qualiS for approPriatE labelmg
because of its desip, hardu,are or any other reason, advise Architect prior to submissiqt
O ofbids.
I.O3 SI.JBMITTALS
A. Shq Drawings: Submit in accordance with Sectio 01001. Indicate loc*im, size' elerration,
O details of constructior, hardrrare blocking, fue rating, fraory preparatio requiremeots for each
door type.
B. Terylatos: tlardware tenplates for all bardrnare mor.nted qr wood doors shall be submitted
under Soctio 08710 directlyto wood door manufacturer immediately after appronal ofthe
hardurare schedule. Report-frilure to receive terrrylates with reasqrable prorytness to General
a Cqrtractor. All wood doors shall be pre-fit and pre'machined for hardware'
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HCA268 08210-l
O
I.O4 DELIVERY. STORAGE AND HANDLING .l
A, General: Courplywith Section 01001. O
l. Storage: Stack doors flat and offthe floor. Do not drag doors across one another.
2. Prdectim: Protect doors during transil storage and handling to prevent damage, soiling
and deterioration. conply with "on-site care" recomm@datims of NWMA Care and
Finishing of Wood Doors and with manufacfifet's recornrnendaticns'
o
PART 2 - PRODUCTS
2 OI FLUSHDOORS
A. AccePtable Manufacturers: O
l. Weyerhaeuser
2. Algoma Hardrroods, Inc.
3. Eggers Plywood
4. Buell Doors
5. Mdrawk Flush Doors, Inc.
6. Fenestra (5 Plies + 2) ''l . approved substitute.
B. lnterior Flush Doors:
l. Thickness: l-3l4" unless otherwise indicated.
2. Faces: Mediumdensity overlayhardwood edges forpaint finish t 3. AWI Quality Grade: Paint.
4. Finish: Field finish under Section 09900.
5. Under Cufiing: Preserve frrll bofrom rail.
6. Solid Core Door AWI Constructiotr Type: PC-5 or PC-7 particleboard core'
7. Fire Ratod Door AW Construction Tlpe: As indicat€d.
a. Provide fadoryprefittingandprennchining as requiredfor firerated labels. O
PART 3 - E)(ECUTION
3.OI EXAMINATION
A. Verificatior of Conditions: Conrplywith Section 01001:
l. Before installation, veriS that frames are proper size and tpe for the door and are
installed as required for proper installation of doors-
Z. All such preparation shall be in accordance with manufactlrer's written preparatiur
instructions. Preparation by tbe painter at the job site shall be limited to the repair of
minor damage caused in shrpping and sanding as required by Section 09900'
3. Notification: Noti$ General Contractor of unsatisfactory conditions in writing with copy
to Architect.
B. Acceptance: Begurring of work means acceptance of existing conditions by installer.
C. Salvage existrng door during demolition. Match swing and hardware to rnatch instailed
requrements. Select door in best condition for reuse.
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3.02
A.
B.
3.03
A.
PREPARATION
Corditioning: Ccnrdition doors to average humidity in installatim area prior to hanging.
Prefting: Prefit doors to frames and machitre for hardware as requifed for proper fit and
uniform oloaralrce at each edge.
INSTALLATION
General: krstall door in accordance with manuficturer's recomnreodations.
l. Installatim: By skillod finish carp€ders or frctory adhorized installers. Tolerances shall
moet r€quirements of CSlTl exc€ptv,hero otherwise indicdod.
Z. Installer: Thorougfiy fimiliar with tho requirements ofthe manufrarer's door wananty
as currently in effect and assure conpliance with all provisiotts.
Clearance:
l. Non-Fire Rated Doors:
a. Iamb: l/8 inch, l/8 inch bevel htwo inches
b. Head: l/8 inch
c. Between Double Doors: l/8 inch
d. Bdom at Decorativo Floor Finish or Covoring: ll2 iach
2. Fire Rated Doors: ComPly with required UL labels.
Ilanging:
l. - After sizing doors, fit for hardrnare as scheduled. Before installatim of hardrnare, brush
apply an exterior seal coat to job site cr.t surfaces . Use sealer recommended by door
manufacturer.
2. Hang doors to be free of binding with hardware firnctioring properly.
ADIUSTING AI.ID PROTECTION
Adjusfinart: At corrytetiqr ofjob, adjust doors and hardrrare as requirod and leave in proper
operating condition.
Protectim: Advise General Cqrtractor of proper procedures required to protect installd wood
doors from damages or deterioratim uutil acceptance of entire project.
Reptacement: Refinish or replace doors damaged during installatim.
l. Causes for Rejectio: Include chips, scratches or gouges of veneer.
END OF SECTION
08210-3
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B.
c.
HCA 268
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A.
SECTION 08305
ACCESS DOORS
PART I -GENERAL
STJMMARY
Section Includes:
l. Access doon frr access to mechnical and electrical equipmd or as indicded on
Drawings for access to coffiolled spaces.
R€ldd Sectiqs:
l. !'unishing Access Doon as Specified in This Socticn for
Medmical Equipnenf Design BuildbyGeneral Cffiactor
2. Funrishing Access lloors as Specifiod in This Secio for
Electrical Equipment Design Build by General Cqtractor
3.01
A.
INSTALLATION
Mecfranical or Electrical Access: Access doors required for access to mecihanical or electrical
equipnent shall be provided by the Mechanical or Electrical Cqtractor acrd installed by the trade
resporsible forthe mderial in $ftich door is locatod.
B.
PART2 -PRODUCTS
2.0r ACCESS DOORS
A. Located in Masory, Tilg Cmcrete, Gypzum Drywall:
l. Milcor Style M
2. MM Syst€ms Boico StYle C
3. Karp Model DSC-2Il
4. JL Indusries Model TM
5. Williams Brdhers WB€P
6. Acc,eptod Substihrte in accordance with Se*ion 01600
B. Descriptim:
l. Sizes: As indic*ed 611 drawings or as required to prqerly service mechanical or electrical
equiPment.
2. Locking Devices: Keyqerated cam locks'
3. Finish: Prime forpainted finish under Sectio 09900'
PART3 -HGCUTION
HCA268 08305 - I
B. General Access: Access door indicated m drawings for general access shall be provided by
" . General Codractor and installed by trade respursible for material in ufiich door is located-
END OF SECTION
HCA 268 08305 - 2
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sEcrIoN 08710
FINISHHARDWARE
PART I -GENERAL
r.OI STJMMARY
o lr. Sectim Includes:
l. Door Hardware
B. Related Sectims:
l. Hollow Metal Doors and Frames: Sectiq 08110.
a 2. Wood Doors: Sectio 08210.
3. Cabin€t Hardware: Sectims 06400 and 12304
4. Altemates: Section 01030
I,OZ QUALITYASSI.JRANCE
O A. Regulatory Requiremems: Provide lJnderwriters' Iaboratory listedhardrrare for fire rated or
accident hazard where schedule or required to maintain rding of cpening'
I.O3 SI.JBIVITTALS
o A' it*il?i#t[H#:##*order ror finish hardrnare, prepare corrylete schedule and
submit in accordance with Sectio 01300.
Z. Do not order hardware until an accepted copy of schedule is retumed to the supplier
bearing the stanps of Cotractor and Architect.
3. Include catalog cut of each different hardrnare item on hardrrare schedule.
O 4. Schedule: Indicate follox'ing daails:
Iloor Numbors Frame Materials
Iocatio lland of Door
Size and Thickness of Door Degree of Opening
Door Matsrial TlPe of Afiachment
o ff Hi:';ilffi:ffj|n* tt** regarding the door and the qualitv and tlpe of
B. Terryldes: Within l0 days after receipt of accepted hardvrare sdedule, submit 4 sets of
ternpl*es and schedules to:
l. Hollou, metal door and ftame supplier.
O 2. Wood door supPlier'
I.O4 DELIVERY,STORAGEAhIDHANDLING
A. General: CorylYwithSecim0l00l.
a I . Delirrcry: Deliver hardrnare to the job site oly after proper provisim for storage has been
made.')
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HCA 268 08710 - I
1.05
A.
2. Labels: Properly package and label each item to indicate exact location for which
int€nded.
WARRANTY
Warranty: Provide following written warrauties conering hardware in accordance with Section
01001.
1 . warranty against mechanical failure of door closers for a five year period.
2. Warranty against failure of parts for all hardware except door closers for a two yeaf
period. Warrauty shall include cylinder locks.
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PART 2 - PRODUCTS
2.OT ACCEPTABLEMANUFACTI.JRERS
A. Fumish hardware in accordance with the hardware schedule attached to this Section and as
indicated on the door sctredule. Schdule is intended as a guide to indicate manufrcturers and
firnctions. Provide all hardware needed for proper door fimdion including fue rating and labeling
requirements for fire rated doors'
B. Approved Manufacturers:
l. Hinges:
a. Boomer Industries (BM)
b. Ilager Stanley, McKinney, Lawrence
c. Stanley Works
2. Locksets, Latchsets and Cylinders:
a. Sargurt
3. Door Closers
a. LCN Closers PC), Series 4011
4. Door Trinr, Wall/Floor StoPs:
a. Glynn-Johnson (GI)
b. QualitY (Qtr)
c. Builder's Brass Works
d. Hager
2.02 MATERIALS
A. Hinges: Where hinges are specified, unless otherwise noted they shall be of the type and sizes as
follows:
L krterior door hinges shall be steel ball bearing tlpe.
2. Follow manufacturers recommendatious for hinge heigtrt and widtr, pertaining to door
size, wi&h, and weight.
3 . The widh of hinges-shall be sufficient to clear all trim. Fumish me pair of hinges for all
doors up to 5'-0u high. Fumish one additional hinge for every additioral 2-l/2' or fraclion
thereof.
4. Finish: Match existing.
B. Locksets: All locls shall meet A.D.A. requirements in design and function.
HCA 268 08710 - 2
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2.
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4.
5.
5.
6.
Sargent 10 Line LBvers series
Ioci(s are to be handed at factory or supplier before being delircred to jobsite.
Locks to have minimum l/2" throw.
Key in level cylindrical locks will require an indepeorknt spring cassette undor each rose to
rehrm levers to the horizmtal positio.
Lock lerrcr cas*ltes for leripr renrm needto bethrcugh-boh€dto pre\,€trt o\rcrtorquetng
and rddim of chassis in door PreP.
Trim desigp to be levor handle trim.
Finish: Match existing.
c.Closers:
1. Except as otherwise indicate4 co'rylywiththe manuficturers recommendatims for sizing
of doon closers, @ending rrym size of door oposure to weether, and frequency use.
2. When parallel arms are requird comply with the manufrcturers reconrmendatios for
5;ing of door closers, depending upo size of door oryosure to weather and frequenry use.
3 . Closirs are to be non{anded so as to qorale m any door regardless of swing.
4. All closers mormtod parallel arm are to be supplied with manufacfiuers e)dra drtry arm'
5. Finish: Match existing.
Door Trim:
l. St4s should be s€curely mout€d as instructed by manufrc0rrer. Provide new 8t relocated
doors.
2. Finish: Matctt existing.
KEYING, KEYS AND MASTER KEYS
Keying Schedule: Key all cylinders as directod by orrner. Be resposible to schedule a moeting
with the Owner to obtain the Owner's keying requtrements.
Masler Key: Cylinders shall be master keyed to match existing master key slrstem.
Keys:
l. Provide two keys for each interior rylinder keyed. Stamp keys and clinder with door
number.
GENERAL MATERIAL REQUIREMENTS
Fasteners: Fumish nocessary screws aad bolg for prcper installatim. Provide suitable sizes,
tpe and ffnish to harmoize with hardware.
i.' Ilardware Afiached to Metal: Tenplated and frstrned with machine screles long €nough
to pendrate l/2" thick reinforcing.
Silencers: Provide rubber silencers for doors installed in interior metal frames. Provide three
silencers for each door and two for each pair of doors.
Cytinders: Fumish Sargent cylinder cores of same keyway unless otherwise specified- Match
keyway to exisitrg door hardware to remain.
D.
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HCA 268 08710 - 3
PART 3 - DGCUTION
INSTALLATION
Fasteling: Fumish items of hardware with afiachmert screws, bolts, truts, etc. as required to
attach hardware to tlpo of material involved and with finish to match adjacelrt hardware.
I . I\{ake afiachnerts to mdal by te'rplate machiue screws.
2. Throug!-bohhardware such as door closes, forearm shoes ofclosers, holding devises and
panic hardware mounted on doors or panels'
Mourting Heigfots:1. DoorKnobs:
Dimensiors given are fiom floor to center line of hardrrare item.
3. Exit Devices Cross Bar
Stmdard - 38"
Standard - 36"
3.02
A.
PROTECTION
Painting or Staining: Do not install door silencers and wall stcps until after finishmg is completo.
Ioosen locksets and panic hardware prior to finishing and retighten after finish ing is complete.
Mask all hardware or otherwise protect during painting cperatim.
ADJUSTMENT
Adjustment by Hardware Manufacturer's Representative: Prior to ftral inspection, inspect and
adjust door closers, locks and items requiring close adjushnent and regulation and oheck keying.
HARDWARE SCIIEDULE
Base Bid:
l. Reuse existing hardwaro. Provide new brass and rubber floor i wall stop at all relocated
doors. Provide new door closers at doors #100A and 103A. Replace all missing silencers.
2. Door #100C: Provide storage frmction lockset, hinges and silencers.
Add Altemxe #2
l. Provide new locksets as follows:
a. ClassroomFunction: l00Aand l03A'
b. Offrce Function: 1008, 10lA' 102A, 104A, 105A, 106A' 107A, and l09Athrougft
ll3A'.
c. Passage Function: 1084.
d. StorageFunction: l00C,basebid.
3.03
A.
3.04
A.
END OF SECTION
08710 - 4
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B.
HCA 268
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SECTION 09261
GYPSI.M WALLBOARD PARTMONS A}ID WALLS
o
PART I -GENERAL
I.OI SIJMMARY
- A. Section lncludes:.) L M€tal Shrd and Gypsum Board Partitims
2. Metal Furring md GlPsum Board
3. M€tal Studs and Glpsum Board as Indicated
4. Sormd Insulaticn and Sealauts
5. Accessories and Finishing
o B. Products krstalled brnnot Fumished Under This Sedio:
1. AccessPanels: Sectio08305
C. Relat€d Sectiqts:
O l. Painting: Sectiqr 09900 Paintiag
r.o2 QUALITYASSURAI'ICE
A.ReferenceStandards:SeeSectiorr0l00l'Conrplywithfolloring:
I . ASTM C7 s4-Ezlnstallaticn of Steel Framing Members to Receive S6ew-Atrached
r-v Gypsum Wallboard, Backing Board or Water-Resistant Backing Board.
Z. GA 216-85 Recommenrded Specificatiurs forthe Applicatim and Finishing of Glpsum
Board.
B. Design Requtrements:
l. - Clpru. Board Partitios: Partirtios listed and labeled for fire prd€dive ratings urhere
indicdd.
1.03 SUBMITTALS
A. Product Data: Submit copies of manufacturer's specifications covering all materials and
accessories plainly identified. See Section 01001 Subminals'
I.O4 PROJECTCONDMONS
A. Environmental Requirements: Iluring glpsum panel applicatior and finishing, maintain
t€nperatures toioio ou u"itolog o'itlin tne range of 55 degrees F and 70 degreos F' Provide
adequate vemtilatim to carry off excess moisture-
PART 2 - PRODUCTS
2.OI MANUFACTI.JRERS o
' ; A. Drywall Drywall Studs and Accossories:
l. United States Gypsum (USG)
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O HCA268 09261-l
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2. Genstar GYPsum Products Co.
3. Georgia-Pacific ' I 4. National G5psum Company (Gold Bond)
5. The Celotex Company O
6. Eagle Glpsum
7 . Acc€ryt€d Substitute in accordance with Secticn 01500-
B. Acceptable Manufrcturers - Drywall Studs:
1. United States Gypsum
2. DontarGypsum O
?. Gold Bond - National G3psum Division
4. Westem M€tal Lath CorPanY
5, Die Trich
6. CEMCO
7. Accepted Substitute in accordance with Section 01600' O
2.02 DRYWALL STIJDS AND RELATED METALS
A. Drywall Studs: USG 25 Gauge No. 358 (3 5/S.) or equal studs of acceptable _manufacturers.
Use other sizes nihere specifically called for. Uso 20 gauge studs bc(h sides of hollow metal
frames and behind wall mountedshelving or cabinets. O
B. Stud Runners: USG M96al Runuer No. 358 (3 5/8') standard gauge to match studs or equal of
acceptable manufacturers.
C. Runner Channels: lY'",l6 gauge cold-rolled charmels, black asphaltum painted. O
D. Furring Charurels: USG metal furring charurels or equal of acceptable manufacturer-
E. Resilient Chamels: USG RC-1 resilienrt firrring channels or equal of acceptable manufacturer.
2.03 DRYWALL AND RELATED MATERIALS O
A. Faceboards:
l. Size: 5/8 inch thick unless specifically indicated ofhorwise.
48 inch wide x length to allow for vertical installation without cross joints.
2. Tpe: USGtapered edge Firecode Gfrye X), or Regular Glpsum Panels (see Drawing. O
for location).
B. Fasteners:
l. One inch USG Type S drywall screws. Use proper type for gauge of stud
C. Accessories: O
1. Comer Bead: USG No. 101 Dur-A-Bead.
2. Metal Trim: USG No. 2008.
3 . Control Joint: USG No. 093.
4. Adhesive: USG Durabond multiaurpose adhesive.
D. Finishing Materials: O
' , l. Joint Treatnenl USG PerF-A-Tape System'
o HCA 268 09261-2
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E. Sormd Isolaticn Matorials:
t. USG Thermafiber or Fibrex FBX sound d€nuation blank€ts. 3" thiclness, widths to fit
shrd spacing where exposed above ceilings'
2. Sound Artenuatio Baus: Rochrool Indus' 3'thick, 2'5 lbs/cu' ft'
F. Acoustical Soalanl USG Acoustical Sealatrt.
a PART 3 -HGCUTION
3.OI ERECTION OF DRYWALL STIJD PARTMONS
A. Laprils: Align partitim studs accurately according to partition layo$.
O B. Andoring: Anchor nmer chryrnels to coorefe slabs with ccncrete strd nails or porrerdrivenr
anchors J.24,, o.". Install headers whore required to rocEive nmners uihere studs o)deord above
ceiling sYstem.
C. Studs: positio shrds vertical andplumb. Anchor studs locatod adjacertto qenings orpartitio
intersecims and comen to plate as required'O I' Space studs 16 inches o'c' unless cfherwise indicat€d'
2. Co-".r and Lrtersectims: L,ocate studs no more than two inches from abutting partitims,
comers, €tc.
3. Openings: Locate studs not more than 2" from opening frames. Anchor studs to frame
anchor ilips by boh or screw atachment. Install headers over openings as recommended o 4 il:ffi*ffi?ffiifiltltwostudsatjambs
D. Bracing: ppyd" diagoral bracing at head of all studs that terminate above the ceiling level'
a
Brace i 45" from partitio head to structure above. Locate 6psing 48" maximum o.c'
3.02 MISCELLA}'{EOUS FRAMING A}'ID FI.JRRING
A. General: provide all necessary framing, and furring for special ftaming at recesses, specialty
items, etc. Frame around colunrrs as ioA""t a. Provide necessary framing and suspensim frr
Ooffsets,verticals,recessedandallctherg5psumdrywallsurfrces-
B. Furrings: Install maal firrring over back-up material. Unless ctherwise indicated" positicn
channels vertically d 16" o.c. Use porder- activated fasteners or stub nails at 16" o'c' alog
altemating flmges. Shim chtrmels level as required.
O 3.03 INSULATION
A. Sound Afienuatiqr Blankds: Place in partitiors tigln within spaces, arolmd cut orpenings, betrind
and around electrical and medanicat items wiAin partitrons, andtightto items passingthrough
parhlios.
o 3.04 INSTALLATIoN oF cYPsLJM DRYwALL
A. Reference Standard: Apply and finish g5psum board in accordance with GA 216.
a HCA268 0926t-3
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Layout: Apply gypsum wallboard panels vertically with all abutting urds and edges occurring
over stud flanges or firrring'
1. Joints on opposite sides of Partitions: Shall not occur over same stud.
2. Two Layer Constructior: Stagger joints between layers'
Fasterrers: Apply board to strds or firring with drywall screnvs spaced 12" o'c' in the field ofthe
board aad 8" o.c, staggered alog vertical abufring edges.
l. Use Type S-12 screws for attaching to structural studs'
Layers: Install muhiple layer drywall as indicsted.
Comer Bead: Aprply as recommended by rnmufrcturer at erposed outside comers.
Trim: Apply as recommended by manufacturer, where gypsum board abuts other material" and
as indicated.
l. ControlJoints: ComplywiilrGA216. Installatnotmorethan30feeto.c- Coordinate
locations with Architect.
Acoustical Sealart: Apply at perimeter and at all penArations of gtrpsurn bard in single bead.
l. Locations: Apply at partitions with sound asenuation blankets'
2. Caulk ductwork Penetrations.3. Caulk both sides of partitions edges with continuous bead'
Tolerances: Glpsum board surface plane with +l' ll8" in l0 ft'
Finishing: Finish joints trim and fastener dinples as recommended by USG Perf-A-Tape joint
system. Sand smooth.
Texturo: Smooth.
END OF SECTION
092614
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HCA 268 a
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.l sEcrIoN 09510
ACOUSTICAL CEILINGS
PART I -GENERAL
o l.ol SUMMARY
A. Sectim Includes:
l. Suspended acoustical grid
2. Lay-in panels
O 1.02 REFEREI'{CES
A. Rofereoce Stadards: See Sectio 01001. Conplywith:
l. ASTM C635-86 - M€tal Suspasion Systems for Acoustical Tilo and Lay-in Panol
Ceilings.
O z.
f;ff":*rfj:glnstatlatim
of M€tal Ceiling Suspenrsio Systems for Acoustical Tile
I.O3 DESIGN CRITERIA
A. Performance Requirements:
O l. Acoustical:
a. Lay-in panels shall have a minimum noise reductim coefficient (NRC) r*ing of
0.55.
b. The conpl*ed susp€nded acoustical grid ceiling system strall have a sound
transmissio class (STC) rating of nd less thm 35.
O B. Selection: Submit qre (l) set of all available colored panels, panel Patems and full color range
for grid. Architect will select from full range.
1.04 SI.JBMITTALS
f a A.
ffi1x"o;ta ' Submit manufacfirer's catalog data bdicatiog all systems proposed for
B. Sanples: Submit full range of sanples of each tlpe of lay-in panel and ceiling grid moeting the
roquiremants 6f this specifcdim to the Archited.
O I.O5 DELIVERY. STORAGE AND HANDLING
A. General Co'nplywith Sectiqr 01001. Dotiver in manufrcture/s original, rmopened codainers
and store in a clean, dry area rmtil ready for use'
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HCA 268 09510-l
I.06 PROJECTCONDITIONS
A' i:*Xffit#;':""1ff;l ceirings until dusr generating activities are conpleted wetwork
has dried and overhead mechanical work is completed.
Z. Mairtain minimum of 60 degrees F during and after installation of acoustical ceilings.
I.O7 MAINTENANCE
A. E16ra Materials: Provide Owner with 1% of gross area of installed, maximum oftwo cases, of
each type of acoustical ceiting panel used-
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PART2-PRODUCTS .
2.OI ACOUSTICAL PANELS
A. Manufacturers:
1. ArmstrmgWorldlndustries
2. Goldbond O
3. Celotex
4. United States G1'Psum
5. Accepted Substitute in accordance with Section 01001
2.02 LAY-IN PANELS/GRID a
A. SAT-2: Suspended Acoustical Tile/Grid: 5/8" x 2'-0" x 4'-0" Arnstrmg 823 Cortega o1 .qq
acceptable manuftcturers and having specified NRC rating. Flush lay-in panel system' Non-fire
rated.
B. prohibited Materials: Products or materials (including mastic) coutaining asbestos are expressly a
prohibited.
2.03 SUSPENSION SYSTEMS
A. Manufacturers: at 1. ArmstrongWorldlndustries
2. Chicago Metallio CorPoration
3. Eastem Products CorPoratim
4. National Rolling Mills
5. Donn Products, Inc.
6. Approved substitute in accordance with Section 01001. O
B. Suspension Syst€msl
l. Chicago Metaltic 200 Snap{rid System at non rated. Color as selected by Arcl$tect.
2. Edge Molding: standard with specified grid systsn, color to match grid.
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HCA 268 09510-2
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PART 3 . DGCUTION
I
o 3.ol INsTALLATIoN oF susPENsIoN sYSTEMs
A. Gaeral: InsAll zuspensim systans in accordance with ASTM C636 ud manufrdurers
recommendatios.
l. Install mdal edge molding niholerrcrthe suspended gfid abrfs walls, colunms and cther
o z. liffilt'}rtfr hangor wires from strucfirre aborre. Install hangor wires at all four
*-u., oFhy-in light fi$res and as required to provide a maximum defledion of l/360
ofthe span and level within l/8' in l2'.
B. E:gosed Grid SusPensicn SYstem:
O l. Install main T-ruoner m 48" centers'
Z. To conplete a 24" x48" gd4 instaU 48" cross T-splines 24" oo ati$tangles to main
T-runners.
3 . To conplete a 24" x24" gri4 instail 48" cross T-splines 24" oc at rigbt angles to main T-
runners.
a 4. Aroid use of lessthan half width units d borden'
C. Re,flectpd Ceiling Plan: Foltorr reflected 66iling plan o Drawings in layout of gfid Any
deviatior must be accepted by Architecl'
3.02 INSTALLATION OF LAY-IN PANELS
A. panels: Install panels in accordance with manufrcturers recommendatiqrs' Where required' cttt
units to frt.
L Lay-in Panels:
a. Install lay-in panels flustr in grid.
b' Whero panels run co'ntinuous ovor tops of drywall partirtions' or vaere roquired for
speoified fire rating, provide holddo*,n clips so panels fit tight to tqs of partitions.
3.03 INSTALLATION OF ACOUSTIC TILE
Install acoustical tile over suspended glpsum board ceiling as indicated.
O 3.04 LIGI{T FXTLJRE PROTECTION
A. If required for fire resistance assembly spocified and by manufacturer's desip number install
boq tent or flat cover fircure
prdection as applicable to the assembly being installed.
O 3.05 FINAL APPEARANCE
A. panels: On co,npldicm, all acoustical panels shall be free frqn defects, clean md lying flat in tho
metal gdd. Removo and replace dirty, deeced, scarrod or otherwise defective panels. Touch up
of scarred panels not accePtable.
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END OF SECTION
09510-3
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HCA 268
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sEcrIoN 09650
.j
O RESILIENTFLOORING
PART 1-GENERAL
a l.ol SLJMMARY
A. Section hrcludes:
1. Vinyl conpositim tile
2. Rubberbase
O B. Relded Sectios:
l. Carp€t: Section096E0
I.O2 ST.JBMITTALS
A. Sanples: Submitto the fuchitect a firll set of sanples of the brand of resilient tile and base to be
O *.d-. S"ttpl". are to be conrpl*e and up to date. Colors will not be selected until sanples are
received by the Architect.
I.O3 DELWERY. STORAGE AND HANDLING
O A. Deliver materials to the site in unqened containers and store protected in accordance with the
manufrcfirrer's directicns and recommendations. Unless o,therwise dircde4 slore materials in
original cdtainers at nd less than 70 degees F. for nd less than 24 hours immediately before
installation.
I.O4 PROJECTCONDITIONS o
A. Environme,lrtal Requirements: Maintain tenrperature in space to receive tile between 70 degrees F
and 90 degrees F for nC less than 24 hours bofore and 48 hours after installdim. Following 48
hour period maintain minimum tenperahrre of 55 degrees F urtil conpletion of building.
O 1.05 WARRAI'iTY
A. Before final paymeil! the resilielrt flooring installer shall provide a writteir statement, that the
installatim is warrauted for oo year and tlat he will, upo demand, repair or replace any
resilient flooring that does nd. adhere properly and will correct any condition due to faulty
installdio
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during the cne ylear warrafry poriod. The warrafry period shall comm€nce at the Dats of
Substantial Conpleticn.
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HCA 268 09650-l
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1.06 MAINTENAI.ICE
A. Edra Materials: The Contractor shall provide the Owner atthe completion of the projectthe a
following items:
I . Fioor tile iu the amount of I % of oach color used or I 00 SF minimum'
PART 2 - PRODUCTS
2.OI PRODUCTS
A. Vinyl Conposrtion Tile:
l. Armstong
2. Aaock Floor Products
3. Kentite Floors, Inc.
4. Or approved substitute
B. RubberBase:
1. Azrock Floor Products
2. JohnsqrRubberConPanY
3. R.C. Musson Rubber CorPanY
4. Roppe Rubbor CorPoration
5. Burke Industries
6. Flexco
7 . Armstrong
8. Or approned subsihrte
2.02 VII\IYI, COMPOSITION TILE
A. 12,, xl2" x l/E" Armstrong, Exelon Static Dissipative Tile or equal products of other acceptable
manufacturer.
2.03 RI.JBBERBASb
A. l/8" thiclness x 4" high unless other sizes are indicated. Provide preformed extemal comers.
Job-formed intemal ,o-urr *y be used at CorAractor's o'ption. Use topset cove base base at O
VCT flooring and straight base at carpet flooring'
2.04 AD}IESIVE
A. provide adhesives as recommended by the manufrctwer ofthe material being installed- Adhesive
for vinyl edging and base shall be a qpe not affected by hed' a
2.05 PROHIBITED MATERIALS
A. Products or materials (including mastic) containing asbestos are e:ipressly prohibited'
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,;.PART 3 . HGCUTION
3.01
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B.
3.02
A.
3.03
A.
B.
3.04
A.
EXAMINATION
Verificatio of Coditios: Coqlywith Sectio 01001:
l. Iaptt: Veri! layout of work before beginning installatim'
2. E.i.thg Coditims: Examine substrate before begiming installatim for oxcessirrc
moisture cqrtent and rmevermess whi& would prewff exocutio and quality of resilient
flooring as specified before and after apptcatio ofsealer'
3. The installation cmtractor shall veriS conpatibility of cmcrete sealer with the floor
corrcring mastic that will be used and with any pruviously 4Plid ouing conpound' if
any.
4. Nctificatio: Notift General Cffiactor of unsdisfictory coditios in wdting with cqy
to Architect.
Acceptance: Beginning of work means acce,p/tranco of existing cmditiqrs by installer.
PREPARATION
Leveling:
l. Gvetng of major rmoven conorote floor joints or cfher inegularities by bustr hammering or
grinding and filling with latex tlpe urderlayment.
2. Sand leveled areas to provide surface level + l/8 inch in l0 feet'
Cleaning, Patching and Priming:
1 c-mcrae F-loors: Thoroughly clean floors before applying floor coverings. Prime as
recommended by flooring manufrdrer.
2. Remove rough spCs and foreip matter that might b€ widart through tho floor covering'
3. Parch minor rough areas, voids and defects with conpatible leveling compound.
INSTALLATION
Tile: Work orfr, pattems for each floor area md crfrs against all walls so crtrs m qposite sides of
the area are of ;ame widh. In order to eliminate small cuts against walls, layout each area to
ddermine wtrether pdor should start with a joifi or cecter of a tile on the centor line of,the area
each directiqr. Where tile with a directimal pafiem is used, confer with Architoct for drection of
pattern. See Drawings for areas with special pdems.
Base: Tigltly coment base to wall with brlt joirts l/16 inch or less in widh. Install baso in toe
space of all cabinas.
CLEANING
Cleaning: Upm coryletim, remove all looso, craoked, cnrppe4 stained or otherwise defective
tile, or Lso and replace in a satisftctory manner. Clean surftces using orly cloaners approved
by the mmufrcfiger. Rernorrc mastic cemest from adjoining work with particular care to not
damage such work.
o
HCA268 09650-3
B.Buffng: Dry mcp and buff flooring. Allow a minimum of seven (7) days for tile to adhere
tightly before dry mopping and buffing resilier( flooring-
PROTECTION
Protection: Protect finished work from darnage by subsequent cmstructim operations. where
possible, lock rooms following installatior oftile and cleaning'
END OF SECTION
096504
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HCA.268
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. SECTION09680
O CARPET
PART I -GENERAL
o l.0l SUMMARY
A. Section Includes:
l. Direct Glue Down Sheet Carpeq provided by Owno
2. Accessories and adhesives, provided by General Cmtractor
o r.o2 QUALITYASSLJRAITCE
A. Cmtractor Qualificatios: Carpet installer must have a minimum of five years o.perienc€ on
installations of sirtrilar size and conplexity. The installation crew must b fully qualified to install
the type of carpet to be fumished.
o 1.03 DELIVER! sroRAGEAltD HANDLING
A. General: Coryly with Sectim 0l00l. Store under cover in well ventilatod spaces as soon as
delivered. lrotect from damage, dirt, stains and moishrre. Protect adhesives aqn fr€ezing. Pick
up calpet from Owner's warehouse and deliver to site.
o I.O4 PROJECT CONDITIONS
A. plisting Qonditions: Cuefully check dimeirsions and other conditions and be responsible fior
prop6r ittiog of carpet in areas designated. Do not begin installatior until ceilings aad finish work
are cornpleted.a
B. Examine substrate before beginning insta[ation for excessive moisture content and unevenness,
which would prwent execution of quality of crpet as specified.
I.O5 WARRANTY
O A. Provide writterr two yoar warranty for installation only in accordance with Section 01001-
PART 2 - PRODUCTS
O 2.OI SHEET CARPET
A. By Owner
2.02 ADHESIVES AND SEAM CEMENT
O A. As reconrmended by carpet mmufacurer.
O HCA268 09680 - I
2.03
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EDGING
Acceptable Manufacturers :
l Mercer Plastics Co., lnc.
?. JohnsonRubberCo.(Johnsonite)
3, RoppeRubberCorP.
4. Approved Substitute
Carpet/Vinyl Tile Transition: Mercer tile and carpet joiner'B.
B.
C.
PART 3 . E)GCUTION
3,01
A.
PREPARATION
Remove existin g carpet and mastic. clean floors of dust, dirt solvents, oil, grease, paint, and other
substances wntl woun Ue detrimeirtal to the proper performance of adhesive and carpet' Allow
floors to dry thoroughly.
Ensure floors are level with maximum surface variatron of less than l/8 inch in l0 fee!
noncumulative.
Ensure concrete floors are free fiom soaling and irregularities and exhibit neutrality relative to
acidity and alkalinity.
Use approved cementitious filler to patch cracks, small holes and leveling. Provide extended lloor
l"nuling as may be required in rmms where original walls have besn rernoved by this constuotion.
CARPET INSTALLATION
Vacuum clean subsfiate. Spread adhesive in quantity recommended by manufacturer to ensure
proper adhesion over full area of installation. Apply only enough adhesive to permit proper
adhesion of carpet before initial sct.
Lay carpet on floors with tho run of the pile in samo direction of anticipated traIfic.
Do not change run of pile in any one room or from one room to next where continuous through a
wall opening.
Cut and fit carpet neatly around projections through floor and to walls and other vertical surfaces'
Fit carpet snugly to walls or other vertical surfaces leaving no gaps'
Do not place heary objects such as furnihue on carpeted surfaces for minimum of 24 hours or until
adhesive is set.
Entire carpet installation is to be laid tight and flat to subfloor, well fastoned at edges and is to
present a uniform pleasing appearance.
Ensure monolithic color, pattem and texture match within any one area'
D.
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HCA 268 09680 - 2 a
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, H. lnstal edging strips where carpet terminates at other floor coverings. Buu tightly-to v€'rtical
. ) rurfu.*. -f""ut" under doors trno"
"urp"t
ttops in door openings. Use full length pieces on$.
O Where splicing cannot be avoide4 bufr e'nds tigbt md fluslt'
3.03 CLEANINCANDPROTECTION
A. Take adequate cae to protect all adjaccnt work frm drnego a muring as a rcsult of the wor* of
O this section.
B. Clem the carpet of all spots with a spot reinov€r as recmrnended by the manufachrer.
C. Cut all loose threads with a sharp scissors'
O D. Cuefrr1y md thoro6ghly vacuum clean the entire floor surface with m upright beater bar type
vacuum cleaner.
E. Rcmove all debris rosutting from the work of this section from the site.
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ENDOF SECTION
09680 - 3
.,SECTION 09900
PAINTING
PART T.GENERAL
I ^r SLTMMARY o
A. Sectio Includos:
l. Pairt all interior surfaces not specifically excluded'
B. Exclusims: In additim to mdcrial obviously nct r€quiring paint zuch as glass, floor, tile, etc.
a Do nd Paint or finish:
I . Surfaces indicded by the ffnish schedule 19 ppaia rmfinished.
2. Factory ftrished surbces indicat€d to b€ frctory fnished'
C. Related Sections:
O l. Vinyl Wall Covering: Sectio 09950
l.o2 QUALITYASSURAI.ICE
A' Reference Standards: See Section 01001. Corrrply with following:
l. pairting Specification Manual prepared by the Painting and Decorating Csrtractors of
O America, 1980 edition.
1.03 SI.JBMITTALS
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A. Color Schedule: Architect will provide a color schedule in four cqies to the contractor listing all
parnt colors selected. Color slbctiqs will be made by the Archite<f from color systems of
recogpized paint company. If materials of cfher manufacfiueni arc use4 colors shall match those
seleded.
B. paint and Stain Sanples: Prepare and submit 12" x 12" paint and stain sanrples in accordance
with Sectim 01001. Remake sanples wtil acc€pted. Include conect sheen.
C. Material List: Immediately after award of the contract submit leffier listing brand and quality of
each material for uso m Project'l. Claims by applic*oi conceming unsuitability of any material specifi{ or his inability to
produce iirsi-class work with samo, will nd be €ntertained unless such claim is made,in
writing, with material list submifials.
2. Ohain acceptance of materials list before ordering materials.
I.O4 DELTVERY, STORAGE AND HANDLING
A. General: Conrplywith Sectim 01001'
l. Detivery:
-
Doliver materials roquired for painting in unbroken packages bearbg the brand
and name of manufrcfirer. OrAer matorials sufrciently in adnanco to be ur the job when
' ) needed and deliver at the building in sufficied quantities so the work will nd be delayed.
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HCA 268 09900-1
. j 1.05 PROIECT CONDITIONS
A. Exrsting Conditions:
t. lpacCI must be clean before finishing is started. Do nC finish in rooms or spaces where
rubbish has accumulated or u&ile rubbish is being removed. Finishing not allowed in
dusty rooms.
2. Do not remove rubbish while finish is fresh.
3. Surfaces: Drv and clean-
1.06 MAINTENANCE
A. Edm Materials: At conplefion ofprojec! provide Owner with me full gallon of each paint color
and qpe used along with color number or formula for each type'
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PART 2 - PRODUCTS
2.OI MATERIALS
A. Acceptable Manufacturers: Best quality materials as manufactured by any of the following O
manufacturers will be accePtable:
l. For Brush, Roller or SPraY:
a. Pittsburgh
b. Sherwin-Williams
c. DeVoe O d. Benjamin Moore
e. Glidden
f. Pratt & Lambeft
C. Kelley-Moore
h. McMurtryValsPar O
i. Accepted Substitute in accordance with Section 01600.
B. Quality: All products not specified by name shall be "best grade" or "first line" products of
atceptable manufacturers. See Part 3 - Execution for materials required for this project' Where
possible, provide materials of single manufacturer. O
C. Project will include a maximum of (3) paira colors.
PART 3 - HGCIITION
3.OI INSPECTION
A. Verification of Conditions: Comply with Section 01001:
l. Layout: Veri$ layout of work before beginning installation.
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HCA 268 09900-2
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3.02
A.
Z. Eisting Condirliqrs: Examine surhces scheduled to receivo paim ,and fmishss for
c@dilions that wiU adversety afbct executio, p€nftm€nca or quality of wort and qfrich
cannd be prt ido an acceptable cqrditim throus PrePard,ory work as included under
Preparatio.
3. NCificatlo: NCify Geoeral Cotractor of rmsatisfrctory coditims in writing with cqy
to Architect.
4. Acceptance: neginning of work means acceptance of existing coditions by installer.
PREPARATION
General:
l. Sod fnishes cn wood and m€tal sur&ces betweo coats to assure smodbness md
adhesim of subsequert cods. Use edra fine sm@aper to anoid crfiing the edgps when
sanding. Apply putty or spackling conpound after surhces are primed and primer is dry.
Bring material flush with adjoining surfrces'
2. sur6ces: Perfectly dry, clean and smooth before starting work. Fill cracks, holes or
checks firll and make-modh before finish is applied to surfrces. Fill any cracks'
€fc. sftidl occur after walls are sized.
Metals:
l. Ferrous Metals: Remove foreign material from unprimed metal with wire brush and dust
clean.
2. Shop primed Metals: Touch-up shop primed m*als with primer similar to existing' Sand
strq primer qr hollow metal work immediately before painting to remove grease and dirt
filrn from surFaces.
Wood:
l. Lrtprior Wood Surfrces to be PaintBd: Touctr-up sap and locts with an accepted sealer.
Fill voids with lead prrty after primer is dry.
Z. Interior Wood to be Clear Finished: Sand as required. Fill voids and nail holes after fust
coat is dry using fillor conpatible with ftrish system and matching color.
protedion: Fumistr and lay drop cldhs or mask off areas where finishing is being done to Prot€d
floors and other work from damage during executio of work' Where it becomes necessary to
remove t€mporary coverings placed by dhers, replace same in Prryor nranner. Remove oily rags
and waste from building ercry night. Do nd allq$t to accumulate'
Damage to wort of othors: Be respmsible for any darnage dqre to work of other trades,
r.p"1ilg sam€ to sdisfrcticn of Architect. Replace any mderials damaged to sucih an e:ded that
they cannd. be restored to their original cqrditicnr.
WORKMANSHIP
Surfaces: If surbces are nct in proper shePe for paintiog, repair, rebuild or refinish before
proceeding with the work. Be responsible for any poor work caused by lmproPer surfrces.
lppfi""ti- of fust coat does nct respcnsibdity for base. Do nct apply any coats m either danp
oi wet surfaces and in no case until the preceding coat is dry and hard'
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3.03
A.
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HCA 268 09900-3
. r B. ,"ffi?:rftffi"ffi- evenlv without runs or saeging of materials and thorouglrlv brush out'
C. Colors: Finish coat shall be in color as selected by Architect. Tint primers to matth finish coat'
D. Roller Applied: Where paiut or enamel is rolled on, use fino nap roller so a nearly flat textur€ is
obtained.
1. Primer on Glpsum Board: If sprayo4 backroll'
3.04 COATING SYSTEM - INTERIOR
Minimum of the following:
A. Woodwork and Wall Doors - Painted:
First Coat Suitable Primer
Secoud Coat Enamel Undercoat
Third Coat Semi€loss Enamel
B. Hollow Metal Frames and Doors - Painted:
First Coat Factory Prime Coat (Sanded)
Second Coat Alkyd Enamel Undercoat
Third Coat Semi4loss Enamel
Total minimum 2.5 drY film mils.
C. Drvwall and Concrete- Painted:
Fiist Coat Suitable Primer
Second Coat Enamel Undercoat
Third Coat Semi4loss Enamel
Total minimum 2.5 dry film mils.
3.05 CLEAN I.JP
A. Final Clean Up: At the completion of wor\ remove all surplus materials, stagrng, rubbish; clean
off all paint, vamish, stains from floors, glass, walls, hardware; and leave the premises in clean
condition,
END OF SECTION
09900-4
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HCA 268
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SECTION 09950
VINYLWALL COVERING
PART I -GENERAL
a l.o1 DESCRIPTION
A. Sectim Includes:
l. Vinyl Wall Covering supplied by Ounor
2. Adh€sives, Srpplied by Gamral Contractor.
O B. RelatedWork:
l. Gypsum Drywalt Secio 09261 Gypsum Board Partitios and Walls
2. Resili€d Base: Sectim 09650 Resilient Flooring
3. Painting: Sedicn 0900
4. Ahemates; Sectiott 01030
o r.oz pRoDUcrDELrvERY, sroRAGEAI'IDHANDLING
AII nrderials shall b€ delirrcred in unqened cfrtaioers and stored in a dry area. Pick up vinyl
wall covering ftom Onmer's wardouse and deliver to site'
o 1.03 JOB CONDITIONS
A. Enviromeffial Condirtios: tvlahtain minimum room t€nper&rre of 60 degreos F during
applicatim of vinyl wall correring.
o PART2-PRoDUcrs
. 2.OI WALLCOVERING
A. Vinyl Wall Covering: Supplied by Owner
o _ 2.02 ADHESIVE
Mildov and vermin resistant paste rocommended by the wall frbric manufrchrrer. Starch or
wheat paste shall nct be used.
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PART3 -DGCUTION
3.OI EXAMINATION
A. Verificatim of Coditios: Examine substrate for unevemess $illid would pr€ve[t executio t and quality of wall covering as specified. Report unsdisftctory conditios to General Cmtractor
' I in writing with coPyto Contracting Officer'
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HCA268 09950 - I
B.
3.02
3.03
A.
Acce'ptance: Do not proceed with insta[ati@ of wall cwering wtil defects have been corrected.
Beginning of installation means acceptance of substratB'
PREPARATION OF SURFACES
Glpsum dryw-all shall be sanded smoo'th by the subcontraotor as in preparatio for painting.
Prior to wfappmg, surfrces shall be sanded smooth and all dust, dirt, oil, tar, $ayclo rnarks, etc.,
shall be
"onptetety
removed. Marking of surface shall be with lead pencil only. Prime glpsum
wallboard with suitable primer acceptable to wall covering manufacturer.
APPLICATION
fuply wall corrcring using regular paper hanging metlods and in accordance with manufacturer's
rpecifi""ti*r. tabte trim seams from the back side using one new cl€ao vory sharp blade per
cut. Cut and hang one strip at a time.
Butt all seams without gaps. No seams shall occur on outside comors. Match patt€ms where
occurring.
Excessive paste shall be immediately cleaned from surface with clean cloth dampened with warm
water as each butted joint is completed.
The finishod installati@ shall be secure, smooth, clean, all air bubbles eliminated and in good
cdtact with under surhce without gaps or overlaps'
END OF SECTION
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HCA 268 09950 - 2
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DTVISION 15 MECHANICAL
SECTION 15000
DESIGN BIJILD SERVICES
PART I -GENERAL
I.OI DESIGN BTJILD SERVICES PROVIDED BY CONTRACTOR
A. HVAC:
l. The cmtractor shall provide coryleto desip ard installatim services for all systems
indicat€d in the drawings and all systems requked to provide a conplae and serviceable
office space.
2. The work included rmder those c@structior documents cosists of providing all
oquipment, labor, supervisio, desip and costructim prccedures necessary frr the
installatim of corrplde mechanical systenrs required by or shown m these drawings.
3. fitl wsd6 shall !s installed in accordance with the local codes. All work shall 66ffisn tr6
the requirements of authorities having jurisdictiur and local reguldory agencies.
4. HVAC work is Design/Build. The cotractor shal design, provide and install all revisiqs
and addirtions to the existing HVAC systerns to provide a comfortable quiet office
eirviroment.
5. Provide and ccnnect all equipment" ductrrorh piping and accessories necessary to
conplete the wort in accordance with all applicablo codes, manufrdurer's instrudims
and as specified.
6. The contractor is responsible to coordinat€ all work under his contract with the work of all
dhor trades.
7 . tvlatch existing similar systems, corpcn€ds and cotrols o the site for all new
cmstructim. Submit materiats and systpms deviatims from the existing to the
Ornor/Architect for revienr.
8. All equipmart shall be installd in accordance with the manufrcturer's recomme,ndatiqrs
anA puUtisnea installdion instructions, maintaining all necessary clearances for servrce and
rePair.
9. The cmtractor shall verify existing coditiqrs at the site prior to purchase or fabricdio of
materials, conp@€ttts, equipmed and the commencement of work. The bid shall serrae as
evidence ofthe coEactor's lnon ledgs ofthe existing cmditians. Carefully coordinate
locatim of equipment and ductwo* $.ith the ceiling, light ftdures, structural elements,
piping, cdduits and the work of other trades.
10. Refer to architectral drawing and existing cmditions for the locatio ofpartrlicns, walls
and general cqtstructi@.
I l. All ductrrork shall be sheet mAal, fabricatpd and installed in accordanco with SMACNA
standads for low velocity drcts. Rigid rornd ducts shall be spiral or maP-lock!rye. All
ductwork shall be sealedwith Rexcel Higb Velocity Duct Sealer as made by Rexcol
Coatings Corporaticn o'f El Pasq Toras, "ko GriP"' "FlexgriP" or equal.
12. All Duct and pipe penetratios through walls shall bo properly sealed.
13. Usenrming ranes in all 45 and 90 degreetums.
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HCA 26,8 15000-l
B.Fire Protection:
L The contractor shall provide complete design and installatior services for all systems
indicated in the drawings and all systerns required to provide a conplete and serviceable
office space as roquired bythe jurisdictions having authority.
2. The work included under these cmstructicn docurnents cssists of providing all
equipment, labor, supervision, desigrr and construction procedures necessary for the
installation of conrplAe fire protection systems required bythe jurisdictims having
authority.
3. All work shall be installed in accordaoce with the local codes. All work shall conform to
the requirements of au:thorities having jurisdictio and local regulatory agencies.
4. Fire protectim work including sprinkler and alarm revisios is Design/Build. The
cortractor shall desigr, provide and install all revisions and additions to the existing fue
protecticr systsrns required bythe jurisdictios having arnhority.
5. Provide and cofiiocl all equipmen! sprinklers, piping, alarms and accessories necessary to
complete the work in accordance with all applicable codes, manufacfirer's instructicns
and as specified.
6. The contractor is responsible to coordinate all work under his cotract with the work of all
other trades.
7 . Match existing similar systems and conponents on the site for all new corstruction.
Submit materials and systems deviations from the existing to tho Owner/Architsst for
review.
8. All equipmem shall be installed in accordance with the manufacturer's recommendations
and published installation instructions, mairtaining all necessary clearancas for service and
repair.
9. The oontractor shalt veriS existing conditims at lhe site prior to purchase or fabrication of
materials, componerrts, equipment and the commencement of work. The bid shall serve as
evidence ofthe contractor's tnowledge ofthe existing c.onditims. Carefully coordinate
location of equipme,nt and ductwork with &e ceiling liglt fixtures, structural elements,
piping, HVAC systems, conduits andthe work of othertrades.
10. Refer to architectural drawing and existing conditions for the locationr of partitions, walls
and general construction,
I l. All pipe penetrations through walls shall be properly sealed-
END OF SECTION
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HCA 268 15000-2
DTVISION 16 ELECTRICAL
SECTION 16000
DESIGNBTJILD SERVICES
- PART I-GENERAL a
I.OI DESIGN BI.JILD SERVICES PROVIDED BY CONTRACTOR
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A. Electrical:
l. All wor* shall omform with the curreatly €nacted oditim of the Natimal Electrical Code.
2. Electrical subcontractors shall have at least tbree years of succ€ssfirl erperience on
projects of similar tlpe and scope.
3. AII work shall conform with the Natiqral Electrical Code, NFPA 70, Natimal Electrical
Safety Code - ANSI/IEEE C2 and all local building codes.
4. Porbrm cucing, channeling, chasing or drilling of floors, walls, partitios, ceilings 61
cf,her surfrces as necessary frr the prcpor installatim, support or anchorage of wiring,
outlets or cfiher electrical equipmant. To the greatest extert possible, minimize
interveutions into existing costruction. Seal all openings and coordinate with other trades
the repair and rcfmishing of all damage to building elements.
5. The cqtractor shall provide corylete design and installatio services for all systems
indicated in the drawings and all systems required to provide a conplae and servicpable
office space.
6. The work included under these co$ruaicn documents consists of providing all
equipmer4 labor, supervisim, design and c@structim procedures necessary for the
installatim of conplae electrical systems required by or shown on these drawings.
7 . All work shall be installed in accordance with the local codes. All wotk shall cqform to
the requirements ofauthorities havingjurisdictim and local regulatory agencies.
8. Electrical work is D€sigdBuild. The cmtractor shall design" provide md install all
revisiqrs and additiqrs to the existing electrical systems to provide a usable office
envirmment and as indicated in the drawings.
9. Provide and connect all equipment and accessories necessary to conplete the work in
accordance with all applicable codes, manu$cturer's instructiqrs and as specified.
10. The cqrtractor is resposible to coordinate all work under his cotrad with the work of all
dher trades.
11. Match existing similar syslems, corponerts and csrtrols o tho site for all nevv
construction. Submit materials and systems deviations from the existing to the
Onmer/Architect for review.
12. All equipment shall be installed in accordance with the manufacturer's recomrnendatios
and published installatio instructius, mafutaining all necessary clearances for servic€ and
repair.
13. The cqrtractor strall rrcrifi existing corditims atthe site priorto purchase or fabricatio of
materials, comp@erfs, equipment and the commencemeot of work. The bid shall serve as
evidence ofthe cqrtractor's knowledge ofthe existing c.mditios. Carefirlly coordinde
loc*io of equipment and with the ceiling, HVAC fixtures, structural elemeuts, piping,
conduits and the work of dher trades.
o
HCA 268 16000-l
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14. Refer to architectural drawing and existing conditions for the location of partitions, walls
and general construction.
l5 . All conduit peneuztions through walls shall be properly sealed.
END OF SECTION
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HCA 268 16000-2
TOhIN OF VAIL DEPARTME}C| OF COMMI]NITY DEVELOPMEbTT 75 S. FRONTAGE ROAD vArrr, co 81657
970 -479 -2L38
NOTE: THIS PERMIT MUST BE POSTED ON .]OBSITE AT ALL TIMES
Permit #: E99-0235 ELEETRICAL PERMIT
,-Iob Address: 1_300 WESTIIAVEN DR Location...: 1300 WESTIIAVEN DR,Parcel No. . : 2LO3-L2L-OO-OA2
, Project No.: pR,J99-0330
PROGRESSIVE EI.,ECTRIC SRV, INC.
P.O. BOX 555, KTOWA, CO 80117
PROGRESSIVE ELECTRIC SRV, INC-
P.O. BOX 555, KTOWA, CO 80117
L_O VATL HOLDING TNC
WESTIN HOTEL TI{8, VAIL CO 81657 VAIL CASCADE HOTEL
ELEC FOR OFFICE/CONFERENCE CONYERSION 17, 000 . 00
FEE SUMMARY
APPLICAITT
CONTRACTOR
OWNER
BUSINESS
Descript j-on:
Status...: ISSUED
VArL CApp1ied. . :Ett/ Os / L999 Issued...: Lt/L6/L999
Expires. . : 05/L4/20o0
Phone: 303 -52!-2560
Phone: 303 -62I-2s50
Valuation:
EIectsrical--->
DRB Fee
Inveatsigation>
t{iLf call---->
TO'IAN FEES. - - >
Tocal Ca-Lculatscd Fees- - - >
AddiLional Fees------- . >
Total Pernit Fce- ------- >
Paynents------------
BAIANCE DUE-
306. O0
-00
. oo
3.OO
309. O0
309.00
.oo
309.00
309.0O
. oo
rtem:06000
t1-/1-7 /L999 rtem:05500 aa/17 /L999
ELEETRTCAL DEPARTIIEIVT Dept:KATIIY Action: APPR charlie davi-s FIRE DEPARTMENT DepT:KATHY AcLion: APPR n,/a
BUILDING Diwision:
FIRE Division:
CONDITION
FIELD INSPECTfONS ARE REQUIRED TO
OF APPROVAI
CHECK FOR CODE COMPLIANCE
DECLARATIONS
I hereby acknowl.ecige Eha! i have:ead this appjication, iil.ed out i.n fu]l Ehe infonnation reoui:ec, complered an accuxale ploE
9l rn, a:-.J sLaEe :ha: -1- c:e i:':fcrnacrc:i c:ovided as ---cui:'eC is :,r:ec:. : i9r'ee :c --ompl _v :,ri!n he iiriormac.:c:. anl 5:o-- p-an.
!o.omply wi'-h rll lown oldinances and sarte lavs, rn'j :. bu:-!d:his ss::uc:u::e accordj.d ao che Town,s "c:ring and subai..'isj-on
codes, design ::eview aporoved, gniforir BuiLcil g 3ode and otbe: ordinances of the'fown rbbl i.ablc rh.rFr-
REQUESTS FOR JNSPECTIONS S}IA!I] BE MADE IT'TENTY. FOUR HOI]RS IN AD1IANCE BY TELEPHONE AT
CONTRACTOR gOR HIMSEIJF AND
( cr,ac..& \{rl=\
Lr-r-e<z-&-- A.^^., I
REPTI3l TOtN OF VArL, COLORADO PA6E 15
AREA: GG I2/L6/1999 O8:OB REOUESTS - INSPECTN }IORK SI{EETS FOR:12116/L999
Actlvlty: lt99-@168 L2/L6/19 Type: B-I{ECH Status: APPLIED Conetr: ACO}I
Addreee: 13OO I{ESTHAVEN DR
Locatlon: t3@O WEHAVEN DR, CASCADE HOTEL
Parcelt 2L@3-L2I-@O-OI2 Occ: Uee:
Descrlptlon: I'IECH TO IIISTALL AIR CONDITIONER IN COPY ROOII
Appllcant: ENVIRONIIEI{TAL HEATING & AIR CUN Phonez 7L9-59L-27L3
Ovner: L-O VAIL HOLDIHG INC Phone:
Contractor: ENVIROI{I{EHTAL HEATING & AIR CON Phone: 7L9-59L-27L3
Inapectlon Requeet Informatlon.
Requeator: HAROLD AI{DERSON
Conmente l IIILL
Ite Inepected.
Phone:
CALL-CASCADE/ADI.T IN
Actlon Comnente
3@3-994-6322
OFFICE/LOUER LVL Tlne Exp requeated to
ItECH-Fl.nal
REPTl3I TOWN OF VAIL, COLORADB PAGE 14
AREA: GG I2/I6/L999 @8r@8 REOUESTS - INSPECTN W0RK SHEETS FORtL2/16/L999
Activlty z 899-Q294 L2/ L6/ 19 Type: A-COl'tll Statug: f SSUED Conetr: ACOI1
Addreeg z L3@@ TESTHAVEII DR
Locatlon z L3@O I{ESTHAVEN DR, CASCADE HOTEL
Parcel z 2LO3-L2I-O@-OL?Descrlption: CONVERT CLOSED OFFICE SPACE TO OPEN OFFICE SPACE
Appllcant: ZERR ENTERPRISES, INC. Phonez 3@3-738-7776
Owner: L-O VAIL HOLDING INC Phone:
Contractor: ZERR ENTERPRISES, IllC. Phonet 3@3-758-7776
Occt 92 Ueer I FR
quested to
BLDG-Final
InepectJ.on Requeet
Requeetor r HAROLD
Ite
Inf,ormstlon. .
ANDERSON Phone I
CALL - CASCADE/ADI,IIN
Actlon Comnente
303-994-6522
OFFICE/LO}TR LV (Req Cornmente: l{ILL
fnepected.
efii @gtOJO tsLULr - I rAmang
II/19/99 Inapector: CD
LI/30/99 Inepector: CD
Iten: OOOSO BLDG-Ineulation Itemr @@O60 BlDG-Sheetrock NalI
LL/lA/99 Inepector: CD
LL/L9/99 Inspector: CD
Item: @OO7O BLDG-l1lec.
ltem: 6@090 BLDG-Flnal
Action: PA FOR COrP
Tine Exp
J-*| ---+--e4-
Inspection Hietory..... ad,////Item: o,O226 FIRE DEPT. NOTIFfCATION 'tl
It f7
Noteg: rnuet complete wall aseembly to top of vall plate( eheetroc
aleo required to complete eame rall aeeembly to
bottorn of floor pan above at corrldor wa]-1. areas or
provlde proof that corridor assenbly ls fuly rated(2-hr)
fLoor/celllng aeeembly meaning that the exieting euspende
ce1llng nuet be part of a 2-hr rated floor/cellng aeeembl
then the corrldor elde gheetrock could terminete at the
suapended ce1ling
-all etruc elements that have been expoaed durlng conatru
are required to be protected by 3-HR flre regletlve conet
floor/ceiling in office area must a.Iso be Z-hr aaeembly
provide thig doucunentatlon that the ceillng ie part of t
Actlon: ilR
Actlon: PA
contractor cancelled
FOR COI.IPUTER ROOT.I
AO@3O BLDG-Framlng
75 South Frontage Road
VaiL Colorado 81657
970-479-2120
FAX 970-479-2157
REPT131 TOHI{ 0F VArL, C0L0RAD0
.. Firnnce Department
PAGE 27
AREA: GG 12/23/1999 07:50 REOUESTS - INSPECTII XORI( SHEETS FORIL2/23/1999
:===:====-=:==========-==================-==-=============:=====================
Actlvlty: 899-0294 12/23/L9 Type: A-C0lll{ Statua: ISSUED Conetr: ACOII
Addreee: l30O IIESTHAVEII DR
Location: 1300 I|ESTHAVEII DR, CASCADE HOTEL
Parcel: 2lO3-t2I'OO-OLz Occ: 82 Uee: I FR
Descrlption: COIIVERT CLOSED 0FFICE
Applicant: ZERR ENTERPRISES, IllC.
Ovner: L-O VAIL HOLDIIIG IllC
Contractor: ZERR EIITERPRISES, INC.
SPACE TO BPEN OFFICE SPACE
Phone: 303-738-7776
Phone:
Phone: 303-759-7776
Inepectlon Requeet
Regueetor: HAROLD
fnformetion..
A}IDERSO}I
Conmente: ltR
be Inepected.
BLDG-Flnal
: 01 :00
o
ANDERSOII OTI
Act i on
Phone: 303'994-6522
SITE
Conmente
Inspection
Iten:
Iten:
a{*t(
provlde proof that corridor aeeembly is fuly rated(Z-hr) |floor/ceif 1ng aeeernbly neanlng that the exieting euepende t€1, /,)/)fl.lt, i,celllng nuet be part of a 2-hr rated floor/cellng aseenbl ' ' ' '/t'/ - -' ' f *lrar ilra anrriiar o{r{a ohoa{ rar.fr ;.nrrlr| farnrlno}a o} lho --n,- -- V. -z',n , f then the coridor elde Eheetrock could ternlnete at the OCr- t,ruto/y'r1r,,t
euspended ceillng t--z\-(-- 4FL{v/( X '-all atruc elenente that have been expoaed during conetru -,^ ,,-- /
are requlred to be protected by 3-HR flre reeigtive conet
floor/celling ln office area nuat algo be Z-hr aaeembly V\<rrJ,..g , .-> /provide thls doucunentation that the celling ie part ot t/{/
Iten: 00050 BLDG-Ineulation ' 77 ?,r'
Itern: 0006O BlDG-Sheetrock l{ail / a4aZa
LL/L8/99 Inapector: CD Action: llR contractor cancelled / / /LL/L9/99 Inepector: CD Actlonr PA FOR COI'IPUTER R00ll
Itenz QO07O BLDG-liEc.
L2/14/99 Inepector: GRG Action: APPF FIREPRO0FIIIG, CORRID0R..
llotee: CHECfiED FIREPR00FII{G 0F STRUCTURAL FRA}IE IN 0FFICE RE}|0DE
AREA THAT IIAS NOT DO}IE AT TIIIE OF ORIGII{AL COIISTRUCTIOII O
BUILDING. ALSO CHECKED VERTICAL EXTE}ISIOII OF OFFICE RE}IO
SIDE OF CORRIDOR TIALL UP TO DECI(. IIOTED SOIIE ADDITIO}IAL
AREAS, I.E., BETTEEN 2 PITYFtIICSffiI TT CHORDS OF OPEII IEB
TRUSSES'
.
ETC. ' THaT IIEEDED I{ORE H0Rf'
.LzILilN Inapector: GRG
llo READY FOR FIIIAL,
SIDE CONBIDOR
ASOVE GRID.
Actlonr ll8 ll0T READY FOR FIllAL, BUT
BUT RECIIECIIED FIRE CAULI(IIIG, ETC. AT
IALL T FIREPROOFIIIG OF STRUCTURAL
.:l
MWN OFVAIL
75 South Frotage Road . Vail, Cobrado 81657
97M79-212A
FAX970479-2157
REPTI3I TOUX OF VAIL, COLORADO PA6E 28
AREA: GG t2t23t1999 e7t50 RE0UESTS - IIISPECTII IORI( SHEETS FORzl2t23/1999
=-=====a!==E3===EaI-==EE=t=E=rA=r=l:-===g=-=a===-:l=!aa==-==Eal==t===EaE==E:E==l=B=Actlvtty: 199-0168 l2l23lL9 Typer B-llECll Statua: ISSUED Conatr: ACOll
AddreeEr f300 UESTIIAVEII DB
locatl,on: 1300 Uel|AYEll DR' CASCADE HOTEL
Parcelr 2lO3-I2L-dr-Ol2 Occ: Ueet
Deacrlptl.oo:'llECll T0 IIISTALL AIR COXDITI0IIEB Itl COPY R0OI
Appltcantr ElMR0llIEllTAL HEATIIIG & AIR C0tl Phone: 7L9-591-27L3
OrnFr: L-0 VAIL H0LDIIIG IllC Phone:
Contractbr: EXVIR0XIIEIITAL HEATIIIG I AIR C0ll Phone: 719-591-2713
Fitunce Department
Inepectlon Requeet fnfonetion....
IIECH-Ftnal
Requeetor: llarry
Itele
Phone: 303-994-6522
rrentE: on elte
Inepected... Action Connents
Hietory.....
00200 l{ECll-Rough
00240 PLIIB-Gae Plplng
003t0 IIECH-Heating
00320 IIECH-Exhauet Hoode
00330 IIECH-Supply Atr
00340 ilECH-flec.
00390 IIECH-Flnal
12116199 Inepector: GRG Actlon: llR
llotear CHECKED AB0VE CEILIT{G FOR DAI{PERS,
DRAIll, LIIIE T0 CollDEllSER, ETC. ALL
IIOT READY FOR FIIIAL,
DUCTilORK, COI|DEI|SATE
THAT = 0l(.
Tlne Exp
I nepecti on
Iten:
Iten:
Iten:
Iten:
Iten:Iter:Iter:
BUT
REMTTTANCECEY
CA.,--*LlLLC r Uqb
. r,:lt A*''r'\o CW& t//rt*
,fure,* //
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 8L657
970-479-2L38
APPLICA}TT
CONTRACTOR
O$INER
DEPARTI4EIiE OF COMMT]NITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
ADD/ALT COMM BUILD PERMI
]-3OO WESTHAVEN DR Status.
1300 WESTHAVEN DR (CASCADeapplied. .
,JOBSITE AT AI,L TIMES
Permit. #: 899-0101
Job Address:
IJocat,ion. . . :
Parcel No..:
Project. No.:
2LO3 -L2t-00 - 012
PRJ99-01_18
Issued...
E>cpires. -
: ISSUED
:05/05/L999
z O5/24/a999 : LL/20/L999
ZERR ETtrERPRISES,
5650 E,AST sVAI\fS -
ZERR ENTERPRISES,
5650 EAST EVAIiIS -
L-O VAII. HOLDING
WESTIN IIOTEL THE,
INC,
SUITE ]-10, DENVER,
INC.
SUITE ]-1-0, DENVER,
INC
vArL co 8L557
Phone : 3 03 -758 -7776
80222
Phone: 303 -758-7776
80222
co
co
Occupancy:
Tlpe ConsEruction:
T\T)e Occupancy:
Valuation:
Filep1ac. Inforoation: R€sErlctsed:
135, 000
*of caa Appl,j.anc€6:
Resluarant Pfan Revier-->
DR3 Fe€--------
R€cr6ation Pee---------->
Cl.rn-Up D.IroEit------ - - >
mTAL P!ES-----
#Of Oa6 LogE :*of wood/Pallet:
aso. oo
s12. OO
.oo
3. OO
.00
100 .00
.00
500.00
2, O55 . 00
2,055.OO
.oo
2, 055 .0O
2, OS5.00
' 00
TotaI calculaeed FecE- - - >
AddiCional F€Gs-- ------ - >
Tocal PerEit Fee-------->
Pa)|Ecnts-------
BAI.AIICE DI'E. -..
It.em: 05100
os /.os /.L999
05 /24/t999 IEem:.05400
05 / o5 /.1999
05 /LL/L999 Item:05500
0s /.os /.L999
05 /LL/L999 Item:05500
BUILDING DEPARTMENT JRM ACtriON: NOTE PLANS TO
GGOODEI.L Action: APPR
PI,AIiNTNG DEPART'II,TENT iIRM ACIiON: NCrIE PLANS TO GEORGE AcLion: APPR FIRE DEPARTMENT
.fRM
.]EF'F A
PI]BEIC
Actsion: APPR FD app see conditi-ons WORKS Dept: PIIB WORK Division:
See Page 2 of this Document, for any condj-tions that nay apply tro this permit.
DECI.ARATIONS
I hErcby acknoulcdEc that I have rced thi6 .pplication, filled ouc in fuII the inforEatlon required, cobpleted .n accuraEc plog
plan, and 6caec thaE all thc infodaEion provid.d as lequired i6 correct. I aglec tg eonply with thc inforeation and plot p1an,
to coElrly righ all Tovn ordinance6 uld acaEc 1ars, and go build lhie sErucburc according tso Ehe Tonn's zoning and.ubdivi.lon
codes, docign rcvie, approv6d, Itniforh Buil,ding cod. and oghar ordinances of Che lovn .pplicabl6 thereto.
Descripr,ion: TOV/Comm' Dev'
RE-Do LoBBY LouNGE HoSPITALITY RM & BUsINEss cnN{$lg6n-Up DF,9gSit RgfUnd
rl2/A3 Business with Assembrqppfoved I FR Type I Fire-ResisLj-veamggnt
date
Add Sq FE:
Building----->
PIan ch.ck- - - >
InvaEtigation>
will c.LI---->
DepE: BUILDING Division:
GARY
DepE : PIJANNING Division:
PI,ANNER
ACt,iON: NOTE PLANS TO
Dept: FIRE
FIRE
Division:
REQI'ESTS FOR IN9PECIIONS SI'ATJIJ BE I'IDE TNE$TY-FOUR HOURS IT{ ADVANCB BY
- ' Send Ct.an-Up Depoait To: ZBRR EIrT O .T.NATURE * O oR cor[TRAqroR FoR HTM'ELF AND oriNER
********************************************************************************
COI{DITIONS
PermiE #: 899-01-01 as of 05/24/99 Status: fSSIIED ********************************************************************************
Permit 1\pe: ADD/ALT COMM BUILD PERMT Applied: 05/05/L999 Applicant: ZERR EN|ERPRISES, INC. Issued: O5/24/L999 303-758-7776 To Elcpire z L1"/20/L999
Job Address:
LOCAEiON: 13OO WESTHAVEN DR(CASCADE)Parcel No: 2LO3-I2L-00-012
Descript.ion:
RE-DO LOBBY LOIJNGE IIOSPITA].,ITY RM & BUSINESS CENIR
Conditi-ons:1. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK EAN BE
STARTED.2. FIELD TNSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
3. MUST PROVIDE I"ANDING AT NEW STORE FROIiIT DOORS TO DECK.
I,ANDING MUST BE TEVEL WITH BASE OF DOOR TTIRESHOLD AND HAVE
A DIMENSION OF AT LEAST 44'' TN THE DIRECTION OF EXIT TRAVEL.
TWO (2) NEW STAIR RISERS AS SHOI,iIN ON SHEET FD-]-4 MAY OCEUR
ONLY AFTER I,AIiIDING IS PROVIDED.4. PROVIDE CODE-CONFORMING IIANDRATLS ON BOTIT SIDES OF 2 STAIR
RISERS PROVIDED AT NEW EXTERIOR DOORS TO EXISTING DBCK.
5. THE EXISTING BUITDING IS REQUIRED TO BE CONSTRUCTED AS
TYPE 1-FR (NONCOI,IBUSTIBLE) CONSTRUEIION. THUS, ALL FRAMING
MUST BE NONCODIBUSTIBLE, I.8., STEEIJ, & AIL DRYIiIALL USED MUST
BE LISTED & L,ABELED AS "FIRE-RESISTIVE, " LE., 5/8" TYPE X.
FIRE-RETARDATiE-TREATED WOOD MAY BE USED ONI,Y AS BACKING
WITIIIN (INSIDE OF) NONCOMBUSTIBLB WALL ASSEMBLIES.
6. ANY TATCHING IIARDWARE INSTALLED ON DOORS LEADING OUT OF TT{E
LOBBY LOUNGE HOSPITAI,ITY ROOM MUST BE PANIC IIARDWARE.
7 . PLEASE COORDINATE WITH THE TOI,IIN OF VAIL FIRE DEPT. REGARDING
AITARM & SPRINKLER SYTEMS, INCI'UDING PROCEDI'RES TO AVOID
FAI.SE AI,ARMS & THE RELOCATION OR AI-,TERATION OF SPRINKLER
HEADS, DETECTORS, ETC. CONTACT MIKE MCGEE OR .]EFF ATENCIO
AT 479-2250.8. AII., WORK IS TO BE IN ACCORDANCE WITH THE ]-997 I]BC, 1996 NEC,
L997 IdFC, t-997 I,MC OR 1"998 rMC, 1-994 I'PC OR 1997 rPC, &
ALI., OTIIER APPLICABLE REQUIREME}.TTS OR ORDINANCES OF TITE TOI{N
OF VATL.
9. REMODETED SPACES ARE NOT TO BE USED OR OCCTIPIED T'NTIL ALL
REQUIRED INSPECTION APPROVALS ARE RECEIVED AND CERTIFICATES
OF OCCUPAT.ICY ("C.O.s'') IIAVE BEEN ISST'ED.
10. PER TEE L997 I'NIFORM BUITDING CODE (IJBC) , THE LOBBY LOIJNGE
HOSPITALITY ROOM IS CTASSIFIED AS A GROUP A, DIVISION 3
(NA3U) OCCUPANCY AND THE BUSINESS CENTBR IS CIASSIFIED AS A
BUSTNESS (nBu) OCCUPAI.ICY, RBSPECTTVELY, AND ALL CONSTRUCTTON
Musr MEEr ffiE REIIREME,*T' FoR THE'E occup^. eRonps.
m|u{ Ol VIIL, @IjORTDO gLgcont
ttitOta taatittt 'rtttt o|,att t tt*ttt ttt t t t at r tt tt l, ttr, tatttttttar a t.t
gtacrE rC t{'uobar: nBC-o523 lrcunE:2,055.00 os/21199 1,5 tS7
P.trr.!rl. l|.chod: Ct( [oe.gion: ct(* 1o7o :nit.: LC
P.r it Nor 899-0101 l)rf'c: A-CtlIf II)D/.IIJT CICOI BOI&D P
P.!c.I llo: 2103-r21-00-ol2
gIE. ldd!c.. r 1300 t|lstt|Avlif DR
Loc.cion: 1300 lflaT|tAvEf DR (CfgCfDE]
thi. P.!rD.nt
2. 055.00
2,0s5.00
.oo
lrcunc
840.00
100. o0
s72. OO
500. oo
3,OO
ToCrl lrc€ :
2. o55. o0 Total lI.! P.t. r
Balancar
,t tat t !r!t!tta tttrttttttattt tattttta a trtrtatttta rr rtrirttt r'r rirritr* ra r
lccounE CodG D..c!Lption
BP OO1OOOO3111IOO BUIIJDI}IG PERI|IT PEES
DR OOIOOOO3112200 DBAret Rl\ttltf FEB!'
Pl 00loooo3t12300 PLI! cr|Ecr rEEs
II' Dz-DEPOE C'.EI}JOP DB9OAITS
t{c 00100003112900 wnIJ cll& DfsPEcrIo[ lBB
o
TOWN OF VAIL 75 S. FRONTAGE ROAD vArL, co 81657
970-479-2L3A
DEPARTTT{ENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTBD ON
PLT]MBING PERMIT
iIOBSITE AT ALL TTMES
Permit. #: P99-0052
APPLICAIqT
CONTRASTOR
O[rlNER
iIOb AddrCSg: 13OO WESTIIAVEN DR LocaE.ion...: 1300 WBSTHAVEN DR parcel No. . : 2L03-L?L_00_oL2 Project No. : pRif99-01_18
PHIL ZERR PIJTJMBING INC.279L S. ELM, DENVER, CO 80222 PHIL ZERR PIJII4BTNG INC.279I S. EIJM, DENVER, CO 80222 L-O VATL HOLDING INC
WESTTN HOTEL THE, VArL CO 8]"657
sEaEus...: ISSITED (cAscADApplied. . : 05 /25 /rsgg rssued...: 0S/2s/]-999
B:cpires. . : rL/2L/L999
Phone: 303 -4I9-7063
Phone: 303 -4Lg-7063
400.00 Descript,iofi: ADD 1 SINK,eAp oTI{ER LINES Valuati-on:
suuMARy..rrrrfi
E.ALANCE DUE---- .oo i * * r * { r I * * r r a i , , r !l * * * * r r I r * r ', * ,rl, r r a + i * { . r + a . r,
,00
6 E i5; z i i i I : "EUl l"l 1-"a8.- i8*T'E$ER Ap pRovED
6Ei2' rill8ooffr* o*'tElf8lj.'' ;;; ;,"
Totel Ca]culated F6!.- - - >
Addilional Sees----- --- ->
tolal, PenbiE F€.-------->
PayuantE--------
.00
2t -1E
JRfft : BUILDING Division:
DepE: FIRE Division:
t * r r * t t i I * * * r * t * i i t r * a * t t * * a t t t t * * * t t ,, * * * r r i * t r r i t * i * , i r * * * a r * * r t r r { a
CONDITION OF APPROVAI,
1. FIELD TNSPE TIONS ARE REQUIRED TO CHECK FOR CODE COMPLIATiICE.
r r r,r r ttr* **i *rrttar,r,rr,r,r rt ii**r*r * * *riia* r trr*
DBELARATTONS
r hcrcby acknottledgq tsha! r have rcad lhis appl.lcation, filled out In full the infomation required, codlrlctcd an accuret. pLot Plan' and 6EaEc that all the inforBstion provldea ae requircd 16 cor!.ct.. r ag!€c Eo conply eith ehc lnfornat.ion and plot p1an,co colqtly rith all Tot'n ordinancoB and slate J.ara, and u9 build lhia ot.ruchura accoraling t,o thc Torn,6 zonlng and eubdivLeion cod€e, d6eign revlev aPProv€d, tJnlfolo Buildlng code and oEhaE ordinanca€ of the Torrn rppLicablo tharieto.
REQUESTS FoR rNaPasf[oNs sltALtr BE uADE II{EltlY-Fot R HotRs IN ADVANCE By tBLBpHoNB tT 47a:-2138 oR OttR OPFICE FROM a:oo A.U SroO pu
va
:l****!t*********!t***********************************:t*********'l*!t
TOVIN OF VAIL, COTOR.,ADO Stsatellmt
**********************************t*****i*****t*****************
sLatemnE Number: REC-0524 Amount:
Palment Method: CK Notatsion: 7472
2L.75 05/25/99 11:36
rnit.: iIRM
Pennib No: P99-0052 Tlpe: B-PL,MB PLUUBING PERI{IT
Parcel No: 2103-L2L-00-OL2
Site Addrees: 1300 WESfiIAVBN DR
Locatsion: 1300 wEsrHAvEN DR (cAscADE)
Thls PaymenE
ToEal Fees:
2L-75 TotsaI ALrLr Pmtg:
Balance:
PP OO1OOOO31112OO PLTIMBING PERMIT FEES
PF OO1OOO031123OO PT.AN EIIECK FEES
WC OO1OOOO31128OO WILL EAI.,L INSPBETION FBE
2t.75
2L.75
.00
************************************************ir***************
Account Code DescripEion Amounts
15.00
3 .75
3 .00
o
DEVELO TOWN OF VAII,
75 S. FROMTAGE ROAD
VAIL, CO 8L657
970-479-2]-38
El€c!ricaI--->
DRB F6E
Inva.tigetion>
Will Call---->
TOTAIJ FEES' _ _ >
DEPARII,IENI OF COMMUNITY
NOTE: THIS PERMTT MUST BB POSTED ON
ELECTRICAL PERMIT
,Job Address: 1300 WESTIIAVEN DR
LOCAI,iON...: ]-3OO WESTIIAVEN DR
Parcel No. . : 2L03-L2L-00-01-2
Project, No. : PRrl99-01-18
APPI.,IEAIiIT PROGRESSIVE ELEETRIC SRV, INC.
PATRICK L. LAIIDRY, P.O. BOX 555, KIOWA,
coNIRAeroR PROGRESSIVE ELECTRIC SRV, rNC.
PATRTCK L. LANDRY, P-O. BOX 555, KIOWA,
PMENT
.fOBSTTE AT AIJL TIMES
Permit #: 899-0083
Stat.us. .
Applied.
Issued. .
Elq)ires.
ISSI'ED
os / 24 /L99e
0s /24/L999
L1,/20 /1999
co
co
Phone: 303 -62']-.-2560
80117
Phone : 3 03 -621-2550
80L17
OWNER t-O VAIL HOLDING INC
WESTIN HOTEL THE, VAIL CO 81657
Description: ELECTRICAL FOR TOBBY REMODEL VaIuaEion:11, 500.00
PEE SUUI.IARY
215.00
.00
. o0
3.00
219.00
Total cal.cqLaE€d FeeE- - - >
Additional Fee€---- - ---->
Tolal P€rEits F€e---- ---- >
PayDent€--------
219 .00
.00
219 - 00
2r9.OO
BAINCE DUE----. .OO
ITCM: O6OOO ELECTRICAL DEPARTMENT DCPI: BUILDING DiViSiON:05/24/1999 iIRM Acrion: APPR APPROVE D IECM: 05600 FIRE DEPARTMENI DCPT: FIRE DiViSiON:05/24/t999 .IRM Acrion: APPR N/A
CONDITION OF APPROVAL
1. FIELD INSPEETIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIANCE.
DECI,ARATTONS
I heleby acknoslcdge Ehat I have read this application, fi.lled out in full. the infonnation requi,red, coEpleced an accuraec plot
p1an, and €tsale EhaE aLl Ehe i.nfornalion provided aE lequited ia correcc. r agree Lo cornply with the infonnation and plot plan,
Eo comply r,itsh all Tovn ordinanceB and EtaEe lar6, and to buj.ld lhis structule according Lo th6 Toc,n's zoning and subdividj,on
codce, deaign )ieviev approvcd, Uniforlo auiLding codc and oth6r ordinanccB of lhc Town applicable tshcreto.
REQUESTS FOR INSPECTIONS SHALL BE I4ADE TWENTY-POUR HOURS TN AD\/AIICE BY
mn ot vrl',, colonrE
o
P.! lt [o: Et9-0083 ?ytt.: B-ELEC lLleI?ICl.L PERIIIT
Pl'rc.l tro! 2103 -121-OO-O12
8ic. lddr!|.: 1300 ||lAfHAVPl DR
Ioc.ciont 1t00 fll8TflAv&l DR
lotel Fa.a:
219.00 lorrl lr.! h!ta:
Erlrncr 3
StrEaurt
gt.tErt furbar: Rlc-os2,t lrcunt r
P.ysnE l|cEltod! CR lfoLELon: 6a7o
?re,oo 03l2a/99 16.sl
lnit ! itRl|
ttdr P.!rr.nB
219.00
219. OO
.00
.lrcounl Coda D..clitrgion
lP 00100003111a00 ErrBcl?IclL PBI,|IT Faag
iC 00100003112800 lfIL! Cl!& IltgPlcl:otr PBE
ADUtlc
216.00
3,00
I a
TOWN OF VAILVONSTRUCTION PERMIT APftATION FORM
6t6t7
.x, {tSloeo.t rco Cotlz
E{lddress: rogft €. D^r c".-k- ?{, 9.-:+i Phoac#>3"?11'167e
Architect: A,.J<.r. / ryl;tl"r Lf.P.Address: 121 W '
Contacl the Eagle County Assessors Otfice at 970-328-E640 for Parcel #Parcet# 7lO3lLlOosj,t>
Buitding ffi Plumbing ( )Electrical ( )Mechanical ( )
Legal Description: Lot_ Block Filing_ Subdivision
Ofier ( )
o^t"' S loq, lqq
9v\tt La
Description of Job :LoLh.., Lo
Work Class: New ( )
.,
Number of Dwelline Units: :
Number and T1,pe of Fireplaces:
BUILDING: $
PLUMBING $ l,ooo
General Contractor:
Town of Vail Regisuation No.
Alterationf,Additional ( )Repair ( )Other ( )
Number of Accommodation Units:7
Gas Appliances Nt*GasLogs r'r( /4 Wood/Pellet__21fo_
VALUATIONS
ELECTRTCAL: $ ltt foo
MECHANICAI $ */,1
a
CONTRACTOR INFORMATION
S l3f,ooo
OTHER:
TOTAL
$ N/A
eo Z"z
rF. laz-B
Address:
Phone #jel-zs e' 1'?7 b 6qq - olot
Electrical Contractor: -f.tsP. Address:
Town of Vail Regrstration No,_ Phone #
Plumbinq Contractor: -T.B D . Address.
Town of Vail Registration No Phone #
Mechanical Contractor: N /A Address:
Town of Vail Registration No Phone #
FOR OFFICE USE
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
D<..rr,(O
CLEAN UP DEPOSIT REFUND TO:
I
TO:
FROM:
DATE:
SUBJECT:
ALL CONTRACTORS CURRENTLY F€GISTERED WTIH TI{E TOWN OF VAIL
TOWN OF VAIL PUBLIC WORKS AND COMMIINITY DEVELOPEMENT
JANUARY I, 1999
CONSTRUCTION PARKING AND MATERIAL STORAGE
CODE $'2-10: ITEPOSITS ON PIJBLIC WAYS PROEIBITTI)
A. Unlawful deposits: Subject to subsection C thereof, it is unlawfill for any person to litter,
track or deposit, or causc to be littered tracked or deposited, sand, gravel, rocks, mud, dirt,
snow, ice, or any other debris or material upon any street, sidewalh alley or public place, or
any portion thercof.
B. Notice; Abatement: The Director of Public Works may notifu and require any person who
violates or causes another to violate the provision of subsection A hereoi or who has in the
Director's employment a person who violates or causes another to violate the s,une, top
remove such san4 gravel, rocks, mud, dirt, snow- ice or any otler debris or material within
twenty four (24) hours after receipt of said notice by the Director of Public Works. ln the
cvent the person so notified does not comply with the notice within the period of time herein
specified, the Director of Public Works, or othcr authorizcd agenq may cause any such sand,
gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removcd from anv street
or alley at the expense of the notified.
C. Exceptions: Thc provisions of subsection A hereof shall not be applicable:
I . Within the immediate area of any construction, maintenance or repair project of any
strcet or alley or of any watcr main, sewer main, electricity line, gas line, telephone line
or any appurtenance theretol
Z. To dcposits of sand, dirt or materials necessary for the protection ofthe public safety; and
3. To pubtic areas designated for the dumping or depositing of said materials.
Summons; Penalty: As an altemative to the notice for removal provided in subsection B
abovc, any
person who violates or causes another to violatc the same, may be issued a summons to
appear before the Municipal Court of the Town for said violations, and upon being found
guilty ofa violation hereunder bc punished as provided in Scction l-l-l ofthis code.
Notice; Penalty: It is unlawful for any person to fail or refuse to comply with the notice of
the
Director of Public Works as provided in subsection B hcreof, and any such person shall' in
addition to payment of the expense of removal incurred by the Director of Public Works, as
provided in subscction B hereof, upon being found guilty ofa violation hereunder, be
punishable as provided in Section l-4-l ofthis Codc. (1997 Code: Ordinancc 6 (1979)
Read and acimowledged by:d-
Position or Relationship to Project:
-l ,.Dzte: 9lof 141
D.
E.
(i.c. contractor or owner)