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ELEVATOR MODERNIZATION
939 CAROLINE ST, PORT ANGELES, WA 98362
A New Project for
OLYMPIC MEDICAL CENTER
PORT ANGELES, WASHINGTON
Prepared by
Scherer Associates
Architecture and Planning
Dated
April 8, 2010
ARCHITECTURE AND PLANNING 209 WASHINGTON ST NE OLYMPIA, WA 98501 1142 TEL, 360.943 1995 FAX. 360.943.1357
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TABLE OF CONTENTS
PROCUREMENT REQUIREMENTS
00 2113 INSTRUCTIONS TO BIDDERS
00 4100 BID FORM
CONTRACTING REQUIREMENTS
00 7200 GENERAL CONDITIONS
00 7300 SUPPLEMENTARY CONDITIONS
DIVISION 1 GENERAL REQUIREMENTS
011000 SUMMARY
INTERIM LIFE SEFETY ASSESSMENT FORM
INTERIM LIFE SAFETY MEASURES DOCUMENTATION
01 2000 PRICE AND PAYMENT PROCEDURES
01 3000 ADMINISTRATIVE REQUIREMENTS
01 4000 QUALITY REQUIREMENTS
01 5000 TEMPORARY FACILITIES AND CONTROLS
01 6000 PRODUCT REQUIREMENTS
SUBSTITUTION REQUEST FORM
01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS
01 7800 CLOSEOUT SUBMITTALS
DIVISION 02 EXISTING CONDITIONS
02 4100 DEMOLITION
DIVISION 03 DIVISION 04
NOT USED
DIVISION 05 METALS
05 5000 METAL FABRICATIONS
DIVISION 07 THERMAL AND MOISTURE PROTECTION
07 9005 JOINT SEALERS
07 8400 FIRE STOPPING
DIVISION 08 OPENINGS
08 1113 HOLLOW METAL DOORS AND FRAMES
08 3100 ACCESS DOORS AND PANELS
08 7100 DOOR HARDWARE
DIVISION 09 FINISHES
09 2116 GYPSUM BOARD ASSEMBLIES
09 6500 RESILIENT FLOORING
09 6813 TILE CARPETING
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09 9000
DIVISION 10
10 2601
DIVISION 13
13 0541
DIVISION 14
14 2100
14 2400
DIVISION 21
21 1313
DIVISION 22
DIVISION 23
23 0511
23 2300
23 8100
DIVISION 26 ELECTRICAL
26 0010
26 0050
26 0520
26 0530
26 0800
26 2210
26 2416
26 2715
26 2726
26 2813
26 2815
26 2820
26 2910
26 5100
DIVISION 27
27 1501
DIVISION 28
28 1302
28 3101
PAINTING AND COATING
SPECIALTIES
NOT USED
CONVEYING EQUIPMENT
SEISMIC RESTRAINTS NON STRUCTURAL COMPONENTS
CONVEYING EQUIPMENT
GEARED TRACTION ELEVATORS
HYDRAULIC ELEVATORS
FIRE SUPPRESSION
WET -PIPE SPRINKLERS
PLUMBING NOT APPLICABLE
HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
COMMON RESULTS HVAC
REFRIGERANT PIPING
UNITARY HVAC EQUIPMENT
ELECTRICAL PROVISIONS
BASIC ELECTRICAL MATERIALS AND METHODS
WIRE AND CABLE (600 VOLT AND LESS)
RACEWAY AND BOXES
TESTING AND COMMISSIONING
DRY TYPE TRANSFORMERS
PANELBOARDS
CABINETS AND ENCLOSURE
WIRING DEVICES
FUSES
SAFETY SWITCHES
ENCLOSED CIRCUIT BREAKERS
MOTOR STARTERS
INTERIOR LIGHTING
COMMUNICATIONS
COMMUNICATIONS CIRCUITS
ELECTRONIC SAFETY AND SECURITY
SECURITY ACCESS SYSTEM
FIRE ALARM SYSTEM
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SECTION 002113 INSTRUCTIONS TO BIDDERS
SUMMARY
1 1 DOCUMENT INCLUDES
A. Invitation
B Intent
C Work Identified in the Contract Documents
D Contract Time
E Definitions
F Availability Examination
G Inquiries Addenda
H Product and System Substitutions
I Prebid Conference
J Bid Ineligibility
K. Responsible Bidder
L. Retainage
M Prevailing Wage Requirements
N Security Deposit
O Performance Assurance
P Insurance
Q. Sales and Use Taxes
R. Fees for Changes in the Work
S Bid Form Signature
T Bid Form Requirements Additional Bid Information Schedule of Values.
U Selection and Award of Alternates
Bid Form Supplements
W Duration of Offer
X. Acceptance of Offer
1.2 RELATED SECTIONS
A. Section 00 4100 Bid Form
B Section 00 7300 Supplementary Conditions Contractor will apply and pay for all permits.
1.3 INVITATION
A. Signed and dated Bids will be received at the office of Eric Lewis, CEO Olympic Memorial Hospital
located at 939 Caroline ST Port Angeles, WA 98362 before 2:00 p.m local daylight time on the 29th
day of April 2010
1 The Owner's determination of the time of submission shall be final.
INSTRUCTIONS TO BIDDERS 00 2113 1
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B Submit bids on forms provided with Bid Documents Submit one copy of Bid Form, and all Bid Form
supplements required to be submitted with the Bid Form in a sealed envelope. Clearly indicate on
outside of envelope the Owner's name and addressee, the Bidder's name and the Project name
1 Bids sent by mail shall be enclosed in a separate mailing envelope with the notation 'SEALED
BID ENCLOSED' on the face thereof
2 Oral telephoned telegram fax, or e-mail bids will not be accepted nor acknowledged
C All bids not received prior to the date and time set forth above will not be accepted for consideration
and may be returned to the bidder
D Submit required Supplements to Bid Forms within 24 hours after closing time for receiving bids.
E. Offers will be opened publicly at 2:30 pm in Linkletter Hall
F Formal award of the Contract will be announced subsequent to the next scheduled Hospital Board
meeting date to be determined
1 4 INTENT
A. The intent of this Bid request is to obtain an offer for a Stipulated Sum contract, in accordance with the
Contract Documents.
B Work identified in the Specifications is divided into Divisions and Sections for reference purposes only
Division of work among Contractor Subcontractors, Sub subcontractors and suppliers is Bidders'
responsibility
1 5 WORK IDENTIFIED IN THE CONTRACT DOCUMENTS
A. The project includes:
1 Architectural work including but not limited to demolition, new construction and new finishes.
2. Electrical work including but not limited to demolition and new low voltage, voice, data, power
lighting and fire alarm
3 HVAC work including but not limited to demolition and new cooling equipment, air distribution and
fire suppression
1 6 CONTRACT TIME
A. Perform the Work in 180 calendar days.
17 DEFINITIONS
A. Bid Documents. Contract Documents supplemented with Instructions to Bidders, Bid Form including
any Addenda identified.
B Contract Documents. Defined in AIA A201 Article 1 including issued Addenda.
C Bid Offer or Bidding Act of submitting an offer
D Bid Amount: Monetary sum identified by the Bidder in the Bid Form
18 AVAILABILITY
A. Drawings and the Project Manuals may be obtained at Doo'ps Copy Tech 1 705 4th Avenue East
Olympia, WA 98506 I Tel 360 956 -1020 I Fax: 360 956 -3117 I info @doopscopy corn
http. /www doopscopy.com
1 Sets must be purchased at the cost of reproduction plus handling and delivery costs as
applicable, with no refund
B 'PDF' versions of the bid documents are available from Doo'ps Copy Tech.and can be emailed to
contractors and subcontractors Contact Tel 360- 956 -1020 I Fax: 360 956 -3117
info @doopscopy.com http. /www doopscopy.com
C Bid Documents are made available only for the purpose of obtaining offers for this project. Their use
does not grant a license for other purposes.
INSTRUCTIONS TO BIDDERS 00 2113 2
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D Complete sets of Bidding Documents shall be used in preparing Bids; neither the Owner nor the
Architect assume any responsibility for errors or misinterpretations resulting from the use of
incomplete sets of Bid Documents.
1.9 INQUIRIES INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS ADDENDA
A. Bidders and Sub bidders shall promptly notify the Architect of any ambiguity inconsistency or error
that they may discover upon examination of the Bidding Documents or of the site and local conditions
B Direct questions in writing to the Architect's office, Attn. Jason Barry by email or fax. Fax:
360- 943 -1995, E -mail address ibarrveschererassociates.com
C Addenda may be issued during the bidding period All Addenda become part of the Contract
Documents. Include costs for all Addenda in the Bid Amount.
D Verbal answers are not binding on any party
E. Clarifications requested by bidders must be in writing not less than four (4) days before date set for
receipt of bids
F Addenda will not be issued later than two (2) days prior to the date for receipt of bids except an
Addendum that postpones the date for receipt of Bids or withdraws the request for Bids
G The Bidder shall ascertain that prior to submitting its Bid that it has received all Addenda issued and
acknowledge their receipt of the Addenda in the space provided on the Bid Form
H. Issues affecting contract cost or time will be addressed in the form of an Addendum The Architect will
distribute addenda via fax or electronic copy to the Bidding General Contractors and Plan Center
Distribution of Addenda to all Subcontractors shall be the responsibility of the Contractor
1 10 PRODUCT AND SYSTEM SUBSTITUTIONS
A. Where the Bid Documents stipulate a particular product, substitutions will be considered up to four (4)
days before receipt of bids.
B All requests must be made using the Architects Substitution Request Form included in the Project
Manual
C When a request to substitute a product is made, Architect may approve the substitution and will issue
an Addendum to known Bidding General Contractors.
D The submission shall provide sufficient information to determine acceptability of such products.
E. Provide complete information on required revisions to other work to accommodate each proposed
substitution
F Provide products as specified unless substitutions are submitted in this manner and accepted.
G. See Section 01 6000 Product Requirements for additional requirements
1 11 MANDATORY PRE -BID CONFERENCE
A. A mandatory pre -bid conference has been scheduled for all General Contractors and Sub contractors
at OMC at 11:00 a.m on the 20th day of April, 2010 All bidders interested in submitting a bid on this
project shall meet in the hospitals main lobby (South entry) and shall be escorted to the meeting area
at that time. No Bid submitted by a General Contractor or Sub contractor (and /or their representative)
that did not attend the pre -bid conference will be considered as a Responsive Bid
B Each Bidder shall be held to have visited the site of the proposed work before submitting their
proposal and to have familiarized themselves with all existing conditions affecting the execution of the
work in this project. No allowance or extra consideration on behalf of the Contractor or Subcontractor
will subsequently be made by reason of failure to observe the site conditions.
C Representatives of the Architect and Owner will be in attendance.
1 Summarized minutes of this meeting will be released electronically to attendees. (Attendees to
provide a valid current e-mail address at sign -in). These minutes will not form part of the Contract
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1 14 RETAINAGE
Documents.
2. Information relevant to the Bid Documents will be recorded in an Addendum and issued to the
General Contractors and plan center
1 12 BID INELIGIBILITY
A. Bids that are unsigned, improperly signed or sealed conditional, illegible obscure, contain arithmetical
errors, erasures, alterations or irregularities of any kind, may at the discretion of the Owner be
declared unacceptable
B Failure to provide security deposit, bonding or insurance requirements will at the discretion of Owner
invalidate the bid
1 13 RESPONSIBLE BIDDER
A. It is the intent of the Owner to award a contract to the Low Responsible Bidder Bidders must comply
with requirements identified in RCW 39.04.350
B RCW 39 04.350 includes.
1 At the time of bid submittal, have a certificate of registration in compliance with Chapter 18.27
RCW
2. Have a current state unified business identifier (UBI) number
3 Have Industrial Insurance (worker's compensation) coverage for the bidder's employees working
in Washington as required in Title 51 RCW
4 Have a Washington Employment Security Department number as required in Title 50 RCW
5. Have a Washington Department of Revenue state excise tax registration number as required in
Title 82 RCW
6 Not be disqualified from bidding on any public works contract under RCW 39 06 010 or
39 12.065(3).
A. The Owner will withhold five percent (5 of the total cost for construction of the project to assure
correction of failure or defects. The withheld funds shall be held in Escrow and shall be paid to the
Contractor once the Owner has received approval from the Washington State Department of Revenue
and Washington State Department of Labor and Industries (L &I).
1 15 PREVAILING WAGE REQUIREMENTS
A. Prevailing Wages.
1 Pursuant to Chapter 39 12 RCW 'Prevailing wages on public works' no worker laborer or
mechanic employed in the performance of any part of the contract shall be paid less than the
'prevailing rate of wage' (in effect as of the date that Bids are due) as determined by the
Industrial Statistician of the Department of Labor and Industries Copies of the prevailing rate
wage schedule are available at the Department of L &I
2. The hourly minimum rate of wage not less than the prevailing rate of wage, which may be paid to
laborers, workers, or mechanics in each trade or occupation required for such public work
employed in the performance of the contract either by the contractor subcontractor or other
person doing or contracting to do the whole or any part of the work contemplated by the contract,
and the contract shall contain a stipulation that such laborers, workers, or mechanics shall be
paid not less than such specified hourly minimum rate of wage.
1 16 SECURITY DEPOSIT
A. Bid shall be accompanied by a bid proposal security deposit as follows
1 A certified check or bank cashier's check or surety bond executed by a State licensed surety
company made payable to Olympic Medical Center is required with each Bid in an amount equal
to five percent (5 of the Base Bid
2. No bid shall be considered unless accompanied by such bid proposal security
B The security deposit will be returned after delivery to the Owner of the required Performance and
Payment Bond(s) by the accepted bidder
INSTRUCTIONS TO BIDDERS 00 2113 4
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C Include the cost of bid security in the Bid Amount.
D If no contract is awarded, all security deposits will be returned
E. Bid Security for unsuccessful bidders will be returned within 14 calendar days after the Contract is
awarded.
1 17 PERFORMANCE ASSURANCE
A. Accepted Bidder Provide a Performance and Payment bond as described in Document 00 7300
Supplementary Conditions
1 18 INSURANCE
A. Once selected, General Contractor will provide an executed 'Undertaking of Insurance' on a standard
form provided by the insurance company stating the company's intention to provide insurance to the
bidder in accordance with the insurance requirements of the Contract Documents
1 19 BID FORM REQUIREMENTS
A. Complete all requested information in the Bid Form
1.20 SALES AND USE TAXES
A. State of Washington Port Angeles and Clallam County use taxes.
B No taxes shall be included in the Bid Form
1.21 FEES FOR CHANGES IN THE WORK
A. For Changes in the Work (Additions or Deductions) The Contractor shall include the mark -up
percentage for overhead and profit for their own Work and the mark -up percentage for overhead and
profit for Work provided by Subcontractors.
1 Lines for this information have been provided on the Bid Form
1.22 BID FORM SIGNATURE
A. The Bid Form shall be signed by the bidder as follows.
1 Signature of a duly authorized signing officer(s) in their normal signatures. Insert the officer's
capacity in which the signing officer acts, under each signature.
1.23 BID FORM SUPPLEMENTS
A. Prepare and submit each required supplement to the Bid Form as specified below
B Enclose the following Bid Form supplement[s] together with the Bid Form and submit before the bid
closing time:
1 Bid security
2. Names and contact information for the selected HVAC and Electrical Subcontractors.
C Submit the following within 24 hours after submission of bids.
1 Provide a Schedule of Values including a brief description of the work and the cost for each
division This schedule shall be emailed (or faxed) to the Architect. Note The Schedule of
Values is a requirement for all Responsible Bidders.
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1.24 DURATION OF OFFER
A. Bids shall remain open to acceptance and shall be irrevocable for a period of sixty (60) calendar days
after the bid closing date.
B The 60 day acceptance period referred to above may be extended at the Owner's request and subject
to the Bidder's written agreement to the extension
1.25 ACCEPTANCE OF OFFER
A. Owner reserves the right to accept or reject any or all offers.
B The Owner shall have the right to accept the Bid or Bids which in its judgment, is in its own best
interest.
C After acceptance by Owner Architect on behalf of Owner will issue to the successful bidder a written
Notice To Proceed
INSTRUCTIONS TO BIDDERS
END OF INSTRUCTIONS TO BIDDERS
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THE PROJECT AND THE PARTIES
11 TO
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1 7 CONTRACT TIME
SECTION 004100 BID FORM
A. Owner Public Hospital District No 2, Clallam County Washington, A municipal corporation, d /b /a
Olympic Medical Center
1.2 FOR
A. Elevator Modernization
B Project Site Address. Olympic Memorial Hospital 939 Caroline ST Port Angeles, WA 98362
1.3 DATE (Bidder to enter date)
1 4 SUBMITTED BY (Bidder to enter name and address)
A. Bidder's Full Name
B Address
C City State, Zip
B Legal Name of Firm
E. WA State Registration Number
F WA State Unified Business Identifier (UBI) number
1.5 OFFER
A. Having examined the Place of The Work and all matters referred to in the Instruction to Bidders,
Drawings, the Project Manual, and all Addenda, prepared by Scherer Associates Architecture and
Planning, Inc. PS for the above mentioned project, we, the undersigned, state that we have the
personnel and means to complete the work hereby offer to enter into a Contract to perform the Work
for the Sum of
dollars,
in lawful money of the United States of America.
B The 'base bid construction costs' shall include the cost of all Construction Permits for all Trades.
C All applicable State of Washington taxes are excluded from the Bid Sum
1.6 ACCEPTANCE
A. This offer shall be open to acceptance and is irrevocable for sixty days from the bid closing date.
B If this bid is accepted by Owner within the time period stated above, we will
1 Execute the Agreement within five days of receipt of Notice of Award
2. Commence work within five days after written Notice to Proceed
A. If this Bid is accepted, we will.
1 Complete the Work within 180 calendar days from Notice to Proceed
BID FORM 00 4100 1
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1.8 CHANGES TO THE WORK
A. The Contractor's cost for Changes in the Work will include:
1 percent overhead and profit on the net cost of the Contractor's own Work.
2. percent on the cost of work done by any Subcontractor
B On work deleted from the Contract, the Contractor's credit to the Owner shall be 100% minus
1 percent for Contractor's overhead and profit.
1.9 ADDENDA
A. The following Addenda have been received. The modifications to the Bid Documents noted below
have been considered and all costs are included in the Bid
1 Addendum Dated Addendum Dated
2. Addendum Dated Addendum Dated
1 10 BID FORM SUPPLEMENTS
A. The following information is included with Bid submission
1 Bid Security Deposit.
B Submit the names and contact information of the following selected subcontractors with the Bid
1 HVAC Subcontractor
2. Electrical Subcontractor
C We agree to submit the following Supplements to the Bid Form within 24 hours after submission of this
bid:
1 Proposed Schedule of Values. Identify the Bid Sum segmented into portions as requested
1 11 BID FORM SIGNATURES)
A. (Bidder print the full name of your firm)
B
C (Authorized signing officer Title)
D
END OF BID FORM
BID FORM 00 4100 2
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SECTION 007200 GENERAL CONDITIONS
1 1 FORM OF GENERAL CONDITIONS
A. AIA Document A201 General Conditions of the Contract for Construction 2007 Edition represent
General Conditions between the Owner and Contractor
B THE TERMS of the Agreement, General Conditions of the Contract for Construction (AIA Document
A201) and General Requirements apply to each Division of these Specifications as fully as if repeated
within that Division
1.2 RELATED REQUIREMENTS
A. Section 00 7300 Supplementary Conditions Refer to this section for amendments to these General
Conditions
END OF SECTION
GENERAL CONDITIONS 00 7200 1
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PART 1 GENERAL
11 SUMMARY
2.1 ARTICLE 1 GENERAL PROVISIONS
2.4 ARTICLE 9 PAYMENTS AND COMPLETION
SECTION 007300 SUPPLEMENTARY CONDITIONS
A. These Supplementary Conditions amend and supplement the General Conditions defined in
Document 00 7200 and other provisions of the Contract Documents as indicated below All
provisions that are not so amended or supplemented remain in full force and effect.
B The terms used in these Supplementary Conditions that are defined in the General Conditions have
the meanings assigned to them in the General Conditions
1.2 RELATED SECTIONS
A. Section 01 6000 Products Substitution requirements.
PART 2 MODIFICATIONS TO GENERAL CONDITIONS
A. Add the following sentence to the end of Subparagraph 1 1 1
1 The Contract Documents executed or identified in accordance with Subparagraph 1.5 1 shall
prevail in case of an inconsistency with subsequent versions made through manipulatable
electronic operations involving computers.
B Add new subparagraph 1 6.2
1 1 6.2 Contractor's Use of Instruments of Service in Electronic Form
2. 1 6.2 1 The Contract Documents executed or identified in accordance with Subparagraph 1.5 1
shall prevail in case of an inconsistency with subsequent versions made through manipulatable
electronic operations involving computers
3 1 6.2.2 The Contractor shall not transfer or reuse Instruments of Service in electronic or
machine readable form without the prior written consent of the Architect.
2.2 ARTICLE 3 CONTRACTOR
A. Add the following subparagraph 3 1 4 It shall be the responsibility of the Contractor prior to
submitting bids to notify the Architect in writing of conflicting information in the plans and
specifications so an addendum may be issued to all bidders In the event of failure to submit such
notice the Contractor for a complete project shall include the more expensive material or process. The
Architect will rule as to the material or process to be furnished
2.3 ARTICLE 8 TIME
A. Replace 8 1 4 with the following
1 The term 'day' as used in the Contract Documents shall mean working day unless otherwise
specifically defined
A. Add the following to subparagraph 9 10.2
1 9 10.2 1 Release of liens shall be furnished by the Contractor on AIA Document G706A or a form
approved by the Architect. Subcontractors and materials suppliers' lien releases shall be
provided by the Contractor and submitted at the conclusion of the work at Project Close -out.
2.5 ARTICLE 11 INSURANCE AND BONDS
A. Add new subparagraph 11 1.2 1 Liability Insurance shall include all major divisions of coverage and
be on a comprehensive basis including
1 Premises Operations (including X -C -U);
2 Independent Contractor's Protective;
3 Products and completed Operations'
4 Personal Injury Liability
5 Owned non -owned and hired motor vehicles;
6 Broad Form Property Damage including Complete Operations'
SUPPLEMENTARY CONDITIONS 00 7300 1
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7 Umbrella Excess Liability
B Add to subparagraph 11 1.2 1 the following clause 11 1.2.2 The insurance required by
subparagraph 11 1 1 shall be written for not less than the following, or greater if required by law
1 Worker's Compensation
a. State Statutory Limit
b Applicable Federal Statutory Limit
c Employer's Liability $1 000 000 00 without restriction as to whether covered by workmen's
compensation law
d Comprehensive General Liability (including Premises Operations Independent Contractor's
Protective Products and Completed Operations; Broad Form Property Damage).
e. Bodily Injury
1) $1 000 000 00 Each Occurrence
2) $2 000 000 00 Annual Aggregate
f Property Damage
1) $1 000 000 00 Each Occurrence
2) $2 000 000 00 Annual Aggregate
3) Maintain Products and Completed Operations Insurance for period of two years after
final payment.
4) Property Damage Liability Insurance will include X, C and U (explosion collapse and
underground) coverage
2 Contractual Liability (Hold Harmless Coverage)
a. Bodily Injury
1) $1 000 000 00 Each Occurrence
b Property Damage
1) $1 000,000 00 Each Occurrence
c. Annual Aggregate
1) $2,000 000 00
d Personal Injury
1) $1 000 000 00 Annual Aggregate
e. Comprehensive Automobile Liability (including owned hired, and non -owned automobiles):
1) Bodily Injury
(a) $1 000 000 00 Each Person
(b) $1 000 000 00 Each Occurrence
2) Property Damage
(a) $1 000 000 00 Each Occurrence
C Add the following to subparagraph 11 1.2.2:
1 11 1.2.3 Each policy shall provide either in the body of the policy or by appropriate endorsement
(rider) to the policy that such policy cannot be altered or canceled in less than ten days after the
mailing of written registered notice to the Owner of such alterations or cancellation or not less
than five days after actual receipt by the Owner of such written notice.
D Add the following to subparagraph 11 1 3
1 11 1 3 1 Furnish one copy of each Certificate of Insurance herein required for each copy of the
agreement which shall specifically set forth evidence of all coverage required by 11 1 1 11 1.2,
and 11 1 3 The form of the certificate shall be AIA document G715 -1991 or a form approved by
the Owner's representative Furnish to the Owner copies of endorsements that are subsequently
issued amending coverage or limits
E. Add the following subparagraph 11.3 1.3
1 If by the terms of this insurance any mandatory deductibles are required or if the Owner should
elect to increase the mandatory deductible amounts or purchase this insurance with voluntary
deductible amounts the Owner shall be responsible for payment of the amount of the deductible
in the event of a paid claim
SUPPLEMENTARY CONDITIONS 00 7300 2
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F Add the following subparagraph 11 4 3
1 The Contractor shall furnish to the Owner a performance bond and a labor and material payment
bond each in an amount equal to one hundred (100) percent of the Contract Sum plus all
applicable sales and use taxes for Washington State and applicable local jurisdictions as security
for all obligations arising under the construction agreement. Such bonds shall
a Be issued by a surety company or companies licensed in the State of Washington and
holding valid certificates of authority under Sections 9304 and 9308 Title 31 of the United
States Code as acceptable sureties or reinsurance companies on federal bonds
2 The Owner reserves the right to reject any surety company performance bond or labor and
material payment bond without or without cause.
3 The cost of such bonds as required above shall be the obligation of the Contractor
2 6 ARTICLE 15 CLAIMS AND DISPUTES
A. Add the following to subparagraph 15 4 1
1 Any arbitration hearings necessary shall be conducted and held in Olympia, Washington
PART 3 EXECUTION NOT USED
END OF DOCUMENT
SUPPLEMENTARY CONDITIONS 00 7300 3
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SECTION 011000 SUMMARY
PART 1 GENERAL
11 PROJECT
A. Project Identification Elevator Modernization
B Project Site Address. 939 Caroline ST Port Angeles, WA 98362
C Owner Olympic Medical Center (hereinafter referred to as Owner).
D Architect's Name Scherer Associates Architecture Planning Inc. PS, (Architect).
1.2 CONTRACT DESCRIPTION
A. The Project will be constructed under a general construction Contract.
B Contract Type A single prime contract based on a Stipulated Sum as described in AIA Document
A101 2007
1.3 DESCRIPTION OF WORK
A. The project includes architectural mechanical and electrical revisions and upgrades to support the
modernization of hospital elevators #1 #2, #3 and #5. Note: Modernization of the elevators is
provided by the Otis Elevator Co. and is NIC
1 Architectural work includes non structural demolition and construction in two elevator rooms
including rated partitions, finish upgrades, access stair rail and platform and new door
assemblies, etc.
2. Mechanical work includes cooling (and /or ventilation) requirements for the new elevator
equipment and fire protection for the elevator machine rooms.
3 Electrical work includes improved lighting at the ground floor elevator lobby the integration of
various hospital security systems, new elevator shunt trip disconnects, new power and fire alarm
revisions, etc.
B Scope of work is shown on Drawings Refer to Section 00 2113 Instructions to Bidders.
C If any part of the contract requires work that does not include a description for how the work is to be
performed the work shall be performed in accordance with standard trade practice(s) For purposes of
the contract, a standard trade practice is one having such regularity of observance in the trade as to
justify an expectation that it will be observed by the Contractor in doing the work.
D Infection control requirements (ICRA) are stipulated in the Drawings The Contractor is responsible to
meet or exceed Olympic Medical Center's ICRA requirements. Refer to Interim Life Safety
Assessment Forms (ILSM) following this section.
E. Renovate the areas indicated in the Drawings. Include mechanical work, electrical work and patching,
replacing, and repairing existing areas disturbed by associated mechanical and electrical work in
adjacent hospital areas
1 Maintain systems function in adjacent hospital areas during construction and temporary
relocations such that Owner's business operations are not compromised.
1 4 FOIC FOIO FOIV WORK BY OWNER WORK BY OTHERS EXISTING N I C
A. Any questions concerning the scope of work for any of these items shall be referred to the Architect
prior to bid. No allowances will be allowed for missed scope of work.
B. Cooperate fully with Owner's vendors and equipment suppliers so work on those contracts may be
carried out smoothly without interfering with or delaying work under this Contract.
C Owner will award a Separate Contract for cabling requirements at Data, Voice and Nurse Call
1 The Contractor shall provide backing, power and low voltage 'path' for all low voltage cabling
(refer to Electrical Plans)
SUMMARY 01 1000 1
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D Separate Contracts. Owner may award separate contracts for performance of certain construction
operations at Project site. Operations will be conducted simultaneously with work under this Contract.
E. If hazardous materials are discovered the Contractor shall immediately notify the Owner's
representative.
1 Abatement shall be conducted under a separate contract by the Owner
F Owner will award a Separate Contract for Special Testing as required by the Authority having
Jurisdiction (AHJ).
1 The Contractor shall confirm Special Testing requirements with the Owner's representative and
provide the Owner with no less than three (3) days notice of requirement for Testing
G Elevators Owner shall award a separate contract for elevator work associated with this Contract.
Refer to applicable Specification Sections and associated exhibits for descriptions of the elevator
vendor's scope of services.
H Items noted FOIC shall be Furnished by Owner Installed by Contractor with scheduling coordination
provided by the Contractor
1 FOIC items shall be coordinated with the Owner's Representative and the vendors and
subcontractors that provide services under Separate Contract with the Owner
a. Refer to the Drawings and Specifications associated with the appropriate trade for
infrastructure and systems requirements including but not limited to conduit, boxes, hangers,
and backing, etc.
b The Contractor shall field verify the final locations of these items in a 'back box' review with
the Owner prior to 'cover' (see below)
I Items noted FOIO or FOIV shall be Furnished and Installed by Owner (or the Owner's Vendor) before
Substantial Completion Refer to the Drawings.
1 FOIO FOIV items scheduling shall be coordinated with the Owner's Representative and the
vendors and subcontractors that provide services under Separate Contract with the Owner
2. Refer to the Drawings and Specifications associated with the appropriate trade for infrastructure
and systems requirements.
3 The Contractor shall field verify the final locations of these items in a 'back box' review with the
Owner prior to 'cover' (see below)
1.5 OWNER OCCUPANCY
A. Owner intends to continue to occupy adjacent portions of the existing building during the entire
construction period
B Owner intends to occupy the Project upon Substantial Completion
C Contractor shall coordinate and schedule the work with Owner's staff to minimize conflict and to
facilitate Owner's operations
D Corridors shall be kept clean daily and all items removed during normal business hours.
1 6 PROJECT COORDINATION AND CONSTRUCTION LIMITS
A. Owner's Representative: Scott Bower Plant Operations Manager
1 Tel (360) 417 7170 Pager (360) 582 -8899 E -mail: sboweraolvmoicmedical.ora
B Cooperate with the Owner's Representative in allocation of mobilization areas of site for field offices
and sheds, for access, traffic, and parking facilities.
1 Comply with instructions from the Owner's Representative for use of temporary utilities and
construction facilities.
2. Contractor shall arrange for construction parking and delivery areas with the Owner's
representative and shall limit use of site to designated areas.
C Construction Operations: Limited to areas noted on Drawings and as designated by Owner
SUMMARY 011000 2
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D Arrange use of site and premises to allow
1 Owner occupancy
2. Work by Others.
3 Work by Owner
4 Use of site and premises by the public.
E. Provide access to and from site as required by law and by Owner
1 Emergency Building Exits During Construction Keep all exits required by code open during
construction period; provide temporary exit signs if exit routes are temporarily altered
2. Do not obstruct roadways, sidewalks, or other public ways without permit.
F Time Restrictions.
1 Limit conduct of especially noisy work to hours designated by Owner's Representative.
G Utility Outages and Shutdown
1 Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire
alarm system without 72 hours notice to Owner and authorities having jurisdiction
2. Critical utility disruption (medical gas, heating, cooling) may require longer advance notification
H. The Contractor will provide Fire Watch in the vicinity of Construction during construction hours during
those periods when the fire alarm or suppression systems are impaired The Contractor will provide
documentation of such fire watches to the Owner
1 The Owner will be responsible for fire watch after construction hours
I 'Back Box' review The Contractor shall provide a back box review on site in coordination with
representatives from the Design team and the Owner
1 Contractor to provide Owner a minimum of two (2) working days notice prior to review to
coordinate the scheduling.
2. Contractor shall field confirm rough -in locations for power lighting, low voltage, equipment and
furnishings locations during rough -in and prior to cover Rough -in re- locations shall be provided at
no charge.
3 Field confirm backing locations for equipment and furnishings with Owner during rough -in and
prior to cover
1 7 WORK SEQUENCE
A. Construct Work in Phases as required by the schedule for elevator modernization and in coordination
with the Owner's representative.
B Coordinate construction schedule and operations with Owner
1 Submit the preliminary construction schedule at the Pre Construction Conference for the Owner's
review record and approval
1.8 CODES
A. Perform work in accordance with the requirements of the local jurisdictional code authorities.
Applicable codes are listed on the Drawings, and in the individual Specifications Sections.
B Where differences exist between codes affecting this work, the code affording the greatest protection
to the Owner shall govern.
C If the Contractor observes that these drawings and specifications are at variance with the codes, the
Contractor shall notify the Architect in writing at once.
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION NOT USED
END OF SECTION
SUMMARY 011000 3
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Deficiency /Project Title
Estimated Project Start Date.
Estimated Project Completion Date:
A. Will any exits become blocked or obstructed as a result of the deficiencies
or construction boundary? (Do not forget internal, horizontal exits)
Ifyes;' 1, 2 3
Will access to any building access point (including ED) or hydrant or FDC
become blocked or obstructed?
If yes, do 9
Will part of any fire alarm, detection, and /or suppression system be
impaired or shut down for more than four hours?
If yes, do:6,.7, 8, 10
Will a temporary fire alarm system be required?
If yes, do 3 &,4
m
E. Will smoke or fire walls be breached where a temporary seal cannot
maintain barrier integrity?
If yes do'.6 8
F Will it be necessary to erect any temporary construction partitions?
If yes, do 5
G. Will the project result in the unacceptable accumulation of debris or
construction materials?
if yes, do 2, 6
H. Will deficiencies or construction effect exterior ground's safety (pits,
storage, equipment, etc.)?
If yes, dot &9
I. I Will deficiencies or construction present other safety hazards?
1 If yes ;do 8
Plant Operations Manager Date
INTERIM LIFE SAFETY ASSESSMENT FORM
Safety Officer
YES 'I NO
Date
1 Document personnel training for alternative means of egress.
2. Adopt and document daily inspections of construction areas either by the job foreman, Security or Plant
Operations.
3 Conduct and document 2 fire drills per shift per quarter
4 Test and document temporary systems monthly
5 Document fire resistive rating of partition material /structure.
6. Access storage, housekeeping and debris removal so it's maintained at its lowest level.
7 Provide and document firefighting equipment and use training
8 Provide training related to other safety hazards
9 Meet with ED staff EMS and /or Fire Department as appropriate to develop plans; document.
10 The municipal Fire Department is notified and the fire watch is notified whenever an approved fire alarm or
automatic sprinkler system is out of service of 4 hours in 24 hour time -frame in an occupied building.
This is a planning guide only For each item from the 'DO' list a separate action plan may need to be
developed to assign responsibility and schedule. This hospital is smoke free and additional policies related to
smoking are not required
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Project: Elevator Modernization
INTERIM LIFE SAFETY MEASURES DOCUMENTATION
Measure
1) Exits are free and unobstructed. No construction
materials, equipment, or debris blocks free use of
all exits adjacent to the construction site or
impacted by the project. Temporary exit signs are
in place.
2) Exterior access to the building is not blocked
Access to emergency departments, entrances,
and exit discharges are maintained free of
obstruction, storage, or other impediments
3) Fire alarm systems are operational A temporary
system is acceptable. Temporary systems are
tested monthly A fire watch is implemented when
fire systems are compromised for more than 4
hours in a 24 -hour period
4) Construction partitions are smoke tight, fire
resistant, non combustible, slab to slab and wall
to wall.
5) Additional fire extinguishers and equipment are
provided on site Equipment is functional and
tests and inspections are up to date
6) Smoking prohibition is enforced.
7) Storage in minimized. Housekeeping and debris
removal policies are followed
8) Fire drills are conducted at least twice each
quarter per shift per affected building.
9) Hazard surveillance is done monthly in affected
areas
10) Area staff are trained and can explain modified
fire plans.
11) Organization wide training and staff knowledge
are in place.
12) Appropriate infection control plan is in place in
construction areas
Comments and findings on back
Completed by Date
Completed by Date.
Completed by Date
Completed by Date:
Month
Date
W Th F
T• \12 OLYMPIC \09 -12 51 Elevators \General \Project Manual \Bid\Architectural \ILSM Documentation Form.docxILSM Documentation
Form.docx
OLYMPIC MEDICAL CENTER
Elevator Modernization
PART 1 GENERAL
1 1 SECTION INCLUDES
SECTION 012000 PRICE AND PAYMENT PROCEDURES
A. Procedures for preparation and submittal of applications for progress payments
B Documentation of changes in Contract Sum and Contract Time.
C Change procedures
D Procedures for preparation and submittal of application for final payment.
1.2 RELATED REQUIREMENTS
A. Section 00 7200 General Conditions and Section 00 7300 Supplementary Conditions Additional
requirements for progress payments, final payment, changes in the Work.
B Section 00 4100 Bid Form Percentage allowances for Contractors overhead and profit.
1.3 SCHEDULE OF VALUES
A. Before the first Application for Payment, the Contractor shall submit to the Architect a Schedule of
Values allocated to the various portions of the Work. This schedule, when approved shall be used as
a basis for the Contractor's Application for Payment. The schedule shall reflect a breakdown of labor
and material for each section therein The value of Contractor's overhead and profit shall be included
as a separate line item The sum of all scheduled values shall equal the Contract Sum
1 Submit the schedule on Contractor's standard form A copy via electronic media is required.
B Format: Utilize the Table of Contents of the Project Manual(s). Identify each line item with number
and title of the specification Section Identify site mobilization
1 4 APPLICATIONS FOR PROGRESS PAYMENTS
A. Payment Period Submit at intervals stipulated in the Agreement.
B Form to be used AIA G702 Application and Certificate for Payment and AIA G703 Continuation
Sheet or Contractor's form (approved format acceptable to the Architect including a Schedule of
Values) shall be submitted to the Architect for formal approval
C Electronic media printout including equivalent information is acceptable for 'draft' review
D Provide a line item on the application for payment listing each of the following:
1 Original Contract Sum
2 Authorized Change Orders
3 Total Completed and Stored to Date of Application
4 Retainage
5 Total earned less retainage
6 Less previous applications
7 Sales tax
8 Current payment due
9 Signature and date lines for authorized officer and Architect's representative
E. Use data from approved Schedule of Values Provide dollar value in each column for each line item
for portion of work performed
F List each authorized Change Order as a separate line item listing Change Order number and dollar
amount as for an original item of Work.
G Once draft version has been accepted submit signed and dated Application
1 Execute certification by signature of authorized officer
H Submit three copies of each Application for Payment if signed form cannot be released electronically
I Submit updated construction schedule with each Application for Payment if schedule changes.
PRICE AND PAYMENT PROCEDURES 01 2000 1
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1.5 MODIFICATION PROCEDURES
A. Submit name of the individual authorized to receive change documents and who will be responsible for
informing others in Contractor's employ or subcontractors of changes to the Contract Documents.
B For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect will
issue supplemental instructions directly to Contractor on the Architect's own form (Architect's
Supplemental Instructions ASI)
C Construction Change Directive (CCD)• For other required changes, Architect will issue a document
signed by Owner instructing Contractor to proceed with the change in the work, for subsequent
inclusion in a Change Order
1 The document will describe the required changes and will designate method of determining any
change in Contract Sum or Contract Time.
2. Promptly execute the change.
D Proposal Request (PR) For changes for which advance pricing is desired Architect will issue a
document which includes a detailed description of a proposed change with supplementary or revised
drawings and specifications a change in Contract Time for executing the change with a stipulation of
any overtime work required and the period of time during which the requested price will be considered
valid Contractor shall prepare and submit a fixed price quotation within ten (10) working days.
E. Contractor may propose a change by submitting a request for change to Architect, describing the
proposed change and its full effect on the Work, with a statement describing the reason for the
change and the effect on the Contract Sum and Contract Time with full documentation and a
statement describing the effect on Work by separate or other contractors. Document any requested
substitutions in accordance with Section 01 6000
F Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the
Contract.
1 For change requested by Contractor the amount will be based on the Contractor's request for a
Change Order as approved by Architect.
2. For change ordered by Architect without a quotation from Contractor the amount will be
determined by Architect based on the Contractor's substantiation of costs as specified for Time
and Material work.
G Substantiation of Costs Provide full information required for evaluation
1 On request, provide following data.
a. Quantities of products labor and equipment.
b Taxes insurance and bonds
c Overhead and profit.
d Justification for any change in Contract Time.
e. Credit for deletions from Contract, similarly documented
2. Support each claim for additional costs with additional information if requested by Architect or
Owner
3 For Time and Material work, submit itemized account and supporting data after completion of
change within time limits indicated in the Conditions of the Contract.
H Execution of Change Orders (CO)' Architect will issue Change Orders for signatures of parties as
provided in the Conditions of the Contract.
I After execution of Change Order promptly revise Schedule of Values and Application for Payment
forms to record each authorized Change Order as a separate line item and adjust the Contract Sum
J Promptly revise progress schedules to reflect any change in Contract Time, revise sub schedules to
adjust times for other items of work affected by the change, and resubmit.
K. Promptly enter changes in Project Record Documents
1 6 APPLICATION FOR FINAL PAYMENT
PRICE AND PAYMENT PROCEDURES 01 2000 2
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A. Prepare Application for Final Payment as specified for progress payments identifying total adjusted
Contract Sum previous payments and sum remaining due.
B. Application for Final Payment will not be considered until the following have been accomplished:
1 All closeout procedures specified in Section 01 7800
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION NOT USED
END OF SECTION
PRICE AND PAYMENT PROCEDURES 01 2000 3
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SECTION 013000 ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1 1 SECTION INCLUDES
A. Preconstruction meeting
B Progress meetings
C Construction progress schedule
D Submittals procedures for review information and project closeout.
E. Number of copies of submittals
F Submittal procedures
1.2 RELATED REQUIREMENTS
A. Section 01 1000 Summary Work covered by each contract, occupancy
B Section 01 2000 Price and Payment Procedures. Payment, schedule of values and modification
procedures
C Section 01 7000 Execution and Closeout Requirements: Additional coordination requirements.
D Section 01 7800 Closeout Submittals: Project record documents
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION
3 1 PRECONSTRUCTION MEETING
A. Architect will schedule a meeting after Notice of Award
B Attendance Required Owner's Representatives, Architect, General Contractor Elevator
Representatives, and major Subcontractors
C Agenda.
1 Designation of personnel representing the parties to Contract, Owner's Representatives, and
Architect including fax and telephone numbers street delivery and email addresses.
2. Execution of Owner- Contractor Agreement.
3 Submission of executed bonds and insurance certificates as applicable
4 Submission of list of Subcontractors schedule of values, and preliminary progress schedule.
5 Construction Administration Communication including procedures and processing of field
decisions, submittals, substitutions applications for payments proposal request, Change Orders,
Construction Change Directives, and Contract closeout procedures.
a. Note all communications will pass through the General Contractor via e-copy and be dated
6 Infection Control Policies
a. Progress cleaning
7 Scheduling
a Construction schedule, Phasing, Critical work sequencing
b Owner Provided Equipment (FOIC items) scheduling and coordination
8 Use of the Premises
a Responsibility for temporary facilities and controls.
b Parking availability
c Office, work, and storage areas
d Equipment deliveries and priorities
e Working hours
1) Noise control
f Security
g First aid
9 Systems Review
ADMINISTRATIVE REQUIREMENTS 01 3000 1
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D Architect shall record minutes and distribute electronic copies within five days after meeting to
attendees General Contractor shall forward to subcontractors, suppliers etc ie. those affected by
decisions made
3.2 PROGRESS MEETINGS
A. Periodic on site meetings under the leadership of the contractor will be held on a weekly/ bi- monthly or
an As Needed' basis to coordinate the project. The Contractor's representative at these meetings
shall be thoroughly familiar with the project.
B Attendance Required Job superintendent, major Subcontractors and suppliers, Owner Architect, as
appropriate to agenda topics for each meeting
C Agenda.
1 Review minutes of previous meetings
2 Review of Work progress
a. Construction schedule review for job progress and project milestones
b Effect of proposed changes on progress schedule and coordination
3 Field observations problems and decisions
4 Review of submittals schedule and status of submittals
5 Maintenance of quality and work standards.
6 Contractor shall bring Submittals Log, RFP's, Contractor Proposals, and RFI's to each meeting to
be reviewed to confirm the status of outstanding items, late responses, etc.
7 Life Safety and Infection Control
8 Other business relating to Work.
D The Contractor shall also have coordination meetings with his subcontractors as required to expedite
the work.
E. The Contractor shall record minutes and distribute copies within five days after meeting to participants,
with electronic copies to Architect, Owner participants and those affected by decisions made.
3.3 CONSTRUCTION PROGRESS SCHEDULE
A. Within 10 days after date established in Notice to Proceed submit project schedule.
B. Submit updated schedule with each Application for Payment if schedule changes
3 4 SHOP SUBMITTAL PROCEDURES
A. Prior to commencing construction submit a completed Submittal Log listing each type of submittal
B. When the following are specified in individual sections submit them for review
1 Product data.
2 Shop drawings
3 Samples for selection
4 Samples for verification
C Make submittals to the Architect as required to cause no delay in the work.
1 Coordinate preparation and processing of submittals with performance of construction activities
and material lead times.
2 Preferred method of release to the Architect is one electronic copy refer to the following
information
D Distribute copies of reviewed submittals as appropriate
1 Instruct parties to promptly report any inability to comply with requirements
E. The Architect Engineer will review each submittal, mark up to indicate corrections or modifications
required and stamp each submittal with one of the following
1 Approved' or No Exceptions Taken' or 'Confirms to Design Concept' Architect /Engineer has
approved the submittal with no corrections. Construction fabrication and /or manufacture may
proceed
ADMINISTRATIVE REQUIREMENTS 01 3000 2
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2. Approved as Noted' Architect/Engineer has approved the submittal but requires corrections as
noted on the submittal Construction fabrication and /or manufacture may proceed with revisions
as noted
3 'Not Approved' 'Non Conforming' 'Resubmit' or 'Revise and Resubmit' Not approved by
Architect/Engineer Revise the submittal or prepare a new submittal complying with the
comments made the Contractor shall make a new submission and construction fabrication
and /or manufacture may not proceed
F The Architect Engineers will review and approve or take other appropriate action upon the
Contractor's submittals such as Shop Drawings Product Data and Samples but only for the limited
purpose of checking for conformance with information given and the design concept expressed in the
Contract Documents
G Review and approval of a submittal by the Architect shall not relieve the Contractor from the
responsibility for providing work not indicated on the submittal but otherwise required for the
completion of the work, including the proper fitting, finishing, quantities and erection of the work
3.5 SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for information
1 Design data.
2. LEED submittals and reports
3 Certificates
4 Test reports.
5 Inspection reports
6 Manufacturer's instructions
7 Manufacturer's field reports.
8 Other types indicated
B Submit for Architect's knowledge as contract administrator or for Owner No action will be taken
3 6 SUBMITTALS FOR PROJECT CLOSEOUT
A. When the following are specified in individual sections submit them at project closeout:
1 Project record documents
2. Operation and maintenance data
3 Warranties
4 Bonds
5. Other types as indicated
B Submit for Owner's benefit during and after project completion
3 7 NUMBER OF COPIES OF SUBMITTALS
A. Documents for Review Submit one electronic copy
1 Refer to General Electrical Provisions and General Mechanical Provisions for specific electrical
and mechanical requirements
2. Submit the number specified in individual specification sections or submit the number of copies
that the construction team requires plus (1) copy that will be retained by Architect and one (1)
copy for the Architect's consultant (if applicable).
B Documents for Information Submit (1) one electronic copy
C Documents for Project Closeout: Submit (1) one electronic copy
D Samples Submit the number specified in individual specification sections
1 Minimum requirements One copy (each) for the Architect, Engineer (as applicable), General
Contractor and Subcontractor (as applicable)
2. Retained samples will not be returned to Contractor unless specifically so stated
END OF SECTION
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1.6 QUALITY ASSURANCE
SECTION 014000 QUALITY REQUIREMENTS
PART 1 GENERAL
1 1 SECTION INCLUDES
A. References and standards
B Quality assurance submittals
C Control of installation
D Tolerances
E. Special Testing services
F Manufacturers field services
1.2 RELATED REQUIREMENTS
A. Section 01 3000 Administrative Requirements Submittal procedures.
B Section 01 6000 Product Requirements Requirements for material and product quality
1.3 REFERENCE STANDARDS
A. ASTM E 329 Standard Specification for Agencies Engaged Construction Inspection and /or Testing;
2009
B ASTM E 543 Standard Specification for Agencies Performing Nondestructive Testing 2009
14 SUBMITTALS
A. None Required
1.5 REFERENCES AND STANDARDS
A. For products and workmanship specified by reference to a document or documents not included in the
Project Manual also referred to as reference standards, comply with requirements of the standard,
except when more rigid requirements are specified or are required by applicable codes
B Conform to reference standard of date of issue current on date of Contract Documents except where
a specific date is established by applicable code.
C Should specified reference standards conflict with Contract Documents, request clarification from
Architect before proceeding
D Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of
Architect shall be altered from the Contract Documents by mention or inference otherwise in any
reference document.
A. Fabricator Qualifications A firm experienced in producing products similar to those indicated for this
Project and with a record of successful in- service performance, as well as sufficient production
capacity to produce required units
B Factory- Authorized Service Representative Qualifications An authorized representative of
manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's
products that are similar in material design and extent to those indicated for this Project.
C Installer Qualifications A firm or individual experienced in installing erecting, or assembling work
similar in material design and extent to that indicated for this Project, whose work has resulted in
construction with a record of successful in- service performance.
D Manufacturer Qualifications A firm experienced in manufacturing products or systems similar to those
indicated for this Project and with a record of successful in- service performance
QUALITY REQUIREMENTS 01 4000 1
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1 7 TESTING AND INSPECTION AGENCIES
A. Owner will employ and pay for services of an independent testing agency to perform specified testing
and inspection
B Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with
requirements of Contract Documents
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION
3 1 CONTROL OF INSTALLATION
A. Monitor quality control over suppliers manufacturers, products, services, site conditions, and
workmanship to produce Work of specified quality
B Comply with manufacturers instructions, including each step in sequence
C Should manufacturers instructions conflict with Contract Documents, request clarification from
Architect before proceeding
D Comply with specified standards as minimum quality for the Work except where more stringent
tolerances codes or specified requirements indicate higher standards or more precise workmanship
E. Have Work performed by persons qualified to produce required and specified quality
F Verify that field measurements are as indicated on shop drawings or as instructed by the
manufacturer
G Secure products in place with positive anchorage devices designed and sized to withstand stresses,
vibration, physical distortion and disfigurement.
3.2 TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not
permit tolerances to accumulate
B Comply with manufacturers' tolerances Should manufacturers' tolerances conflict with Contract
Documents, request clarification from Architect before proceeding
C Adjust products to appropriate dimensions; position before securing products in place.
3.3 MANUFACTURERS' FIELD SERVICES
A. When specified in individual specification sections, require material or product suppliers or
manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces
and installation quality of workmanship start -up of equipment, test, adjust and balance of equipment
and certification as applicable, and to initiate instructions when necessary
B. Report observations and site decisions or instructions given to applicators or installers that are
supplemental or contrary to manufacturers' written instructions.
3 4 DEFECT ASSESSMENT
A. Replace Work or portions of the Work not conforming to specified requirements
B If in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an
appropriate remedy or adjust payment.
END OF SECTION
QUALITY REQUIREMENTS 01 4000 2
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PART 1 GENERAL
1 1 SECTION INCLUDES
SECTION 015000 TEMPORARY FACILITIES AND CONTROLS
A. This Section includes requirements for temporary facilities and controls, including the following:
1 Use Charges for utilities
2. Equipment
3 Fire Protection and Joint Commission requirements
4 Security and Safety
5 Protection of Existing Facilities
6 Protection of Installed Work
7 Parking, Access Field Offices and Sheds
8 Removal of Temporary Facilities
1.2 RELATED REQUIREMENTS
A. Section 00 7000 General Conditions of the Contract for Construction
B Section 01 3000 Administrative Requirements
C Section 01 7700 Execution and Closeout Requirements
D Section 09 2116 Gypsum Board Assemblies
1.3 USE CHARGES
A. General Cost or use charges for temporary facilities are not chargeable to Owner or Architect and
shall be included in the Contract Sum Allow other entities to use temporary services and facilities
without cost, including, but not limited to Owner's construction forces, occupants of Project, Architect,
testing and inspecting agencies and personnel of authorities having jurisdiction
B Water Service Use water from Owner's existing water system without metering and without payment
of use charges
C Electric Power Service Use electric power from Owner's existing system without metering and
without payment of use charges Exercise measures to conserve energy
1 4 PROJECT CONDITIONS
A. Conditions of Use The following conditions apply to use of temporary services and facilities by all
parties engaged in the Work.
1 Keep temporary services and facilities clean and neat.
2. Relocate temporary services and facilities as required by progress of the Work.
1.5 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas to prevent access to areas that
could be hazardous to workers or the public and to protect existing facilities and adjacent properties
from damage from construction operations and demolition
B. Protect non -owned vehicular traffic stored materials, site, and structures from damage.
PART 2 PRODUCTS
21 MATERIALS
A. General Provide new materials Undamaged previously used materials in serviceable condition may
be used if approved by Architect. Provide materials suitable for use intended.
2.2 EQUIPMENT
A. Fire Extinguishers Hand carried portable UL rated. Provide class and extinguishing agent as
indicated or a combination of extinguishers of NFPA- recommended classes for exposures
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1 Comply with NFPA 10 and NFPA 241 for classification extinguishing agent, and size required by
location and class of fire exposure
B Heating Equipment: Unless Owner authorizes use of permanent heating system provide vented
self- contained, liquid propane -gas or fuel -oil heaters with individual space thermostatic control
1 Temporary heaters shall be smokeless, portable unit heaters listed and labeled by Underwriter's
Laboratories Factory Mutual, and Fire Marshall approved
C Electrical Outlets Properly configured NEMA polarized outlets to prevent insertion of 110- to 120 -V
plugs into higher voltage outlets, equipped with ground -fault circuit interrupters, reset button and pilot
light.
D Power Distribution System Circuits Where permitted and overhead and exposed for surveillance,
wiring circuits, not exceeding 125 -V ac, 20 -A rating and lighting circuits may be nonmetallic sheathed
cable
PART 3 EXECUTION
3 1 TEMPORARY HEAT
A. Coordinate use of existing facilities with Owner's Representative, extend and supplement with
temporary units as required to maintain specified conditions for construction operations, to protect
materials and finishes from damage due to temperature or humidity Owner will pay costs of energy
used, except for costs associated with use of temporary units
B Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress,
unless indicated otherwise in specifications.
3.2 TEMPORARY VENTILATION
A. Provide a negatively pressurized construction area. Extend and supplement equipment with temporary
fan units as required to maintain clean air for construction operations. Provide ducted exhaust fans as
required to remove welding and other generated fumes directly to the outside
B Seal or filter all duct openings to assure that dust and fumes from construction operations are not
brought into the building HVAC systems or adjacent spaces
3 3 FIRE PROTECTION AND JOINT COMMISSION REQUIREMENTS
A. Joint Commission jobsite safety activities must be implemented
1 Lighted exit signs will be installed at each exit. Lights may be on temporary power
2 Fire Extinguishers Provide a minimum of (4) fire extinguishers for each jobsite mounted on walls
or stands with a Fire Extinguisher sign affixed to each stand or placed perpendicular to each wall
mounted unit. Fire extinguishers will be placed within 75 feet of each other and a minimum of 1
unit must be visible from any location on site Fire extinguishers will be inspected monthly and
tested annually for proper operation
B Provide and maintain fire extinguishers fire hoses, and other equipment for fire protection. Such
equipment shall be designated for use for fire protection only
C It shall be the duty and responsibility of the General Contractor or any subcontractor performing any
cutting or welding, to comply with the safety provisions of the national Fire Protection Association's
'National Fire Codes' pertaining to such work and the respective contractor shall be responsible for all
damages resulting from a failure to do so comply
D When building materials with combustible contents are stored in the building during construction, they
shall be located within easy reach of fire protection equipment.
E. Maintain the integrity of fire rated corridors throughout construction
F Permanent fire suppression system shall be installed for operation as soon as feasible within the
construction schedule
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3 4 SECURITY AND SAFETY
A. Provide security program and facilities to protect Work, existing facilities, and Owner operations from
unauthorized entry vandalism or theft.
B Coordinate with Owner's security program Contact Mike Hall, Tel. 360 -417 7224
C Owner will issue a temporary identification badge to each Contractor employee. Badges shall be
worn at all times
1 Employees assigned to the project for more than 2 weeks may be issued badges for the duration
of their assignment.
2. Employees assigned to the project for less than 2 weeks will be issued badges daily
3 All badges shall be returned at the completion of assignments Final payment will not be made
until all badges have been returned
D Provide a safety program and facilities to protect the safety of workers, patients and hospital staff The
contractor shall be responsible to protect building occupants from any hazards created by work
performed under this contract as determined by the Project Coordinator
1 Contractor shall be responsible for notifying all of its employees and employees of subcontractors
of their right to know about hazardous materials at the project site and related areas
E. Do not block or close fire exits without an alternate exiting plan The contractor shall provide and
maintain full safe access at existing entrances and exits at all times
3 5 INTERIOR ENCLOSURES
A. Provide barriers to prevent unauthorized entry into construction areas
B Provide temporary partitions and ceilings to separate work areas from Owner occupied areas, to
prevent penetration of dust and moisture into Owner occupied areas and to prevent damage to
existing materials and equipment.
3 6 ACCESS CONTROL
A. Existing Elevator Usage. Contractors materials may be moved up and down in the Owner's service
elevator
1 Approved elevators must be cleaned and maintained in a condition acceptable to Owner At
Substantial Completion restore elevators to condition existing before initial use, including
replacing worn cables, guide shoes and similar items of limited life
2. Provide protective coverings, barriers, devices, signs, or other procedures to protect elevator car
and entrance doors and frame If despite such protection, elevators become damaged, engage
elevator installer to restore damaged work so no evidence remains of correction work.
3 7 PROTECTION OF EXISTING FACILITIES
A. The contractor shall be held responsible for all damages and /or claims resulting from the performance
of work under the contract.
B The contractor shall be responsible for the repair of any damages to the existing facility as a result of
this contract. All existing damage must be identified in writing to the Construction Coordinator before
work begins in that area All proposed the Construction Coordinator should approve demolition before
work begins
C Protect all existing equipment from damage and /or dust accumulation from construction activities.
D Protect against overloading the building structure with equipment or materials used to perform the
work in the contract.
3.8 PROTECTION OF INSTALLED WORK
A. Protect installed Work and provide special protection where specified in individual specification
Sections
B Provide temporary and removable protection for installed Products Remove any protective coverings
when no longer required Control activity in immediate work area to minimize damage
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C Provide protective coverings at walls projections, jambs, sills, and soffits of openings
D Protect finished floors stairs and other surfaces from traffic, dirt, wear damage, or movement of
heavy objects by protecting with durable sheet materials
3.9 PARKING AND ACCESS ROADS
A. Arrange for temporary parking areas to accommodate construction personnel with Owner's
Representative
B Control vehicular parking to prevent interference with public traffic and parking, access by emergency
vehicles, and Owner's operations
C Provide unimpeded access for emergency vehicles
D Maintain 20 -foot width driveways with turning space between and around combustible materials
E. Provide and maintain access to fire hydrants free of obstructions.
F Do not allow heavy vehicles or construction equipment in parking areas
3 10 HAUL ROUTES
A. Consult with authority having jurisdiction, establish public thoroughfares to be used for haul routes and
site access
B Confine construction traffic to designated haul routes
C Provide traffic control at critical areas of haul routes to regulate traffic, to minimize interference with
public traffic.
3 11 FIELD OFFICES AND SHEDS
A. Field Offices Prefabricated mobile units, or job -built construction with lockable entrances, operable
windows and serviceable finishes; heated and air conditioned on foundations adequate for normal
loading
B Contractor may erect an office or storage shed as required for his use in an area designated by Owner
if available only Office or storage facilities shall be clean and painted and shall be above existing
paving or ground surface so as not to divert natural drainage.
3 12 OPERATION REPAIR AND REMOVAL
A. Remove equipment and devices when no longer required
B Temporary Facilities Termination and Removal Remove each temporary facility when need for its
service has ended when it has been replaced by authorized use of a permanent facility or no later
than Substantial Completion Complete or if necessary restore permanent construction that may
have been delayed because of interference with temporary facility Repair damaged Work, clean
exposed surfaces and replace construction that cannot be satisfactorily repaired.
1 Restore permanent facilities use during construction to specified or original condition
2. Materials and facilities that constitute temporary facilities are the property of Contractor
C At Substantial Completion clean and renovate permanent facilities used during construction period
END OF SECTION
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SECTION 016000 PRODUCT REQUIREMENTS
PART 1 GENERAL
1 1 SECTION INCLUDES
A. General product requirements
B. Re -use of existing products
C Transportation handling storage and protection.
D Product option requirements
E. Substitution limitations and procedures
F Procedures for Owner supplied products
G Maintenance materials including extra materials, spare parts, tools and software
1.2 RELATED REQUIREMENTS
A. Section 00 2113 Instructions to Bidders Product options and substitution procedures prior to bid
date
B Section 01 4000 Quality Requirements Product quality monitoring
1.3 REFERENCE STANDARDS
A. NFPA 70 National Electrical Code; National Fire Protection Association 2008
B. NFPA 99 Standard for Health Care Facilities, 1999 Edition
14 DEFINITIONS
A. Product: Material machinery components, equipment, fixtures, and systems forming the work result.
Not materials or equipment used for preparation fabrication conveying, or erection and not
incorporated into the work result. Products may be new never before used, or re -used materials or
equipment. The term 'product' includes the terms 'material 'equipment, 'system and terms of
similar intent.
1 Named Products Items identified by manufacturer's product name including make or model
number or other designation shown or listed in manufacturer's published product literature, that is
current as of date of the Contract Documents
2. New Products Items that have not previously been incorporated into another project or facility
except those products consisting of recycled- content materials are allowed unless explicitly
stated otherwise. Products salvaged or recycled from other projects are not considered new
products
3 Comparable Product: Product that is demonstrated and approved through submittal process, or
where indicated as a product substitution, to have the indicated qualities related to type, function,
dimension in- service performance, physical properties appearance, and other characteristics
that equal or exceed those of specified product.
B Substitutions Changes in products materials equipment, and methods of construction from those
required by the Contract Documents and proposed by Contractor
C Basis -of- Design Product Specification Where a specific manufacturer's product is named and
accompanied by the words 'basis of design including make or model number or other designation, to
establish the significant qualities related to type function dimension in- service performance, physical
properties appearance, and other characteristics for purposes of evaluating comparable products of
other named manufacturers
D Manufacturer's Warranty Preprinted written warranty published by individual manufacturer for a
particular product and specifically endorsed by manufacturer to Owner
E. Special Warranty Written warranty required by or incorporated into the Contract Documents, either to
extend time limit provided by manufacturer's warranty or to provide more rights for Owner
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15 SUBMITTALS
A. Product Data Submittals Submit manufacturer's standard published data. Mark each copy to
identify applicable products models options and other data. Supplement manufacturers' standard
data to provide information specific to this Project.
B Shop Drawing Submittals Prepared specifically for this Project; indicate utility and electrical
characteristics utility connection requirements, and location of utility outlets for service for functional
equipment and appliances
C Sample Submittals Illustrate functional and aesthetic characteristics of the product, with integral
parts and attachment devices Coordinate sample submittals for interfacing work.
1 For selection from standard finishes, submit samples of the full range of the manufacturer's
standard colors textures and patterns
PART 2 PRODUCTS
2 1 EXISTING PRODUCTS
A. Existing materials and equipment indicated to be removed but not to be re -used relocated
reinstalled delivered to the Owner or otherwise indicated as to remain the property of the Owner
become the property of the Contractor remove from site.
B Reused Products Reused products include materials and equipment previously used in this or other
construction, salvaged and refurbished as specified
C Specific Products to be Reused The reuse of certain materials and equipment already existing on
the project site is encouraged
2.2 NEW PRODUCTS
A. Provide new products unless specifically required or permitted by the Contract Documents.
B Do not use products having any of the following characteristics
1 Made using or containing CFC's or HCFC's
2 Made of wood from newly cut old growth timber
C Where all other criteria are met, Contractor shall give preference to products that:
1 Are extracted harvested, and /or manufactured closer to the location of the project.
2 Have longer documented life span under normal use
3 Result in less construction waste
4 Are made of vegetable materials that are rapidly renewable
5 Products with Recycled Content
D Urea Formaldehyde Prohibition
1 Overall Project Requirement: Provide composite wood and agrifiber products having no added
urea formaldehyde resins
a Require each installer to certify compliance and submit product data showing product
content.
2 Specific Product. Categories Comply with limitations specified elsewhere
E Adhesives and Joint Sealants
1 Definition This provision applies to gunnable, trowelable, and liquid applied adhesives,
sealants and sealant primers used anywhere on the interior of the building inside the weather
barrier including duct sealers
2 Provide only products having lower volatile organic compound (VOC) content than required by
South Coast Air Quality Management District Rule No 1168
a. Require each installer to certify compliance and submit product data showing product
content.
3 Specific Product Categories Comply with limitations specified elsewhere.
F Provide interchangeable components of the same manufacture for components being replaced.
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G Wiring Terminations Provide terminal lugs to match branch circuit conductor quantities, sizes, and
materials indicated Size terminal lugs to NFPA 70 include lugs for terminal box.
H Cord and Plug Provide minimum 6 foot cord and plug including grounding connector for connection
to electric wiring system Cord of longer length is specified in individual specification sections
2 3 PRODUCT OPTIONS
A. It is the Contractor's responsibility to select products which comply the Contract Documents and which
are compatible with one another with existing work, and with products selected by other contractors
B Components to be supplied in quantity within a specification section shall be identical
interchangeable and made by the same manufacturer
C Provide products complete with accessories, trim finish fasteners and other items needed for a
complete installation and indicated use and effect.
D Standard Products If available and unless custom products or nonstandard options are specified
provide standard products of types that have been produced and used successfully in similar
situations in other projects
E. Owner reserves the right to limit selection to products with warranties not in conflict with requirements
of the Contract Documents
F Where products are accompanied by the term 'as selected Architect will make selection
G Where products are accompanied by the term 'match sample sample to be matched is Architect's.
H Descriptive performance, and reference standard requirements in the Specifications establish 'salient
characteristics' of products
I Products Specified by Reference Standards or by Description Only Use any product meeting those
standards or description
J Products Specified by Naming One or More Manufacturers. Use a product of one of the
manufacturers named and meeting specifications, no options or substitutions allowed
K. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions. Submit
a request for substitution for any manufacturer not named
2.4 MAINTENANCE MATERIALS
A. Furnish extra materials spare parts tools and software of types and in quantities specified in
individual specification sections
B Deliver to project site and place in location as directed obtain receipt prior to final payment.
PART 3 EXECUTION
3 1 SUBSTITUTION PROCEDURES
A. The Architect will consider written request(s) for substitutions, received at least five days prior to bid
date or finalizing of the Contract.
B After Date of Contract, the Architect may consider formal requests from Contractor for substitution of
products in place of those specified when submitted in accordance with the requirements of this
Section One or more of the following conditions must be documented at the time of submittal
1 The substitution must comply with code requirements or insurance regulations.
2 The substitution must be due to the unavailability of the specified product, through no fault of the
Contractor
3 The substitution may be requested due to the manufacturer's or fabricator's refusal to certify or
guarantee performance of the specified product as required
C Document each request with complete data substantiating compliance of proposed substitution with
Contract Documents
PRODUCT REQUIREMENTS 01 6000 3
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D A request for substitution constitutes a representation that the submitter
1 Has investigated proposed product and determined that it meets or exceeds the quality level of
the specified product.
2 Will provide the same warranty for the substitution as for the specified product.
3 Will coordinate installation and make changes to other Work that may be required for the Work to
be complete with no additional cost to Owner
4 Waives claims for additional costs or time extension that may subsequently become apparent.
E. Substitution Submittal Procedure.
1 Submit one copy of request for substitution for consideration on the Scherer Associates
Substitution Request form Limit each request to one proposed substitution
2 Submit shop drawings product data, and certified test results attesting to the proposed product
equivalence Burden of proof is on proposer
3 The Architect will notify Contractor in writing of decision to accept or reject request.
F No substitution of products may be made without the Architect's written authorization
3.2 COMPARABLE PRODUCTS
A. Where products or manufacturers are specified by name submit the following, in addition to other
required submittals to obtain approval of an unnamed product:
1 Evidence that the proposed product does not require extensive revisions to the Contract
Documents, that it is consistent with the Contract Documents and will produce the indicated
results, and that it is compatible with other portions of the Work.
2 Detailed comparison of significant qualities of proposed product with those named in the
Specifications Significant qualities include attributes such as performance, weight, size,
durability visual effect, and specific features and requirements indicated
3 Evidence that proposed product provides specified warranty
4 List of similar installations for completed projects with project names and addresses and names
and addresses of architects and owners, if requested
5 Samples, if requested
3 3 OWNER- SUPPLIED PRODUCTS
A. Refer to the Drawings for identification of Owner supplied products
B Items that are Furnished by Owner and Installed by Contractor (FOIC) and items that are Furnished by
Owner and Installed by Owner (FOIO) may require support systems and backing provided by the
Contractor Refer to the Drawings and relevant sections of these Specifications for additional
requirements
C Owner's Responsibilities
1 Arrange for and deliver Owner reviewed shop drawings product data, and samples, to
Contractor
2. Arrange and pay for product delivery to site
3 On delivery inspect products jointly with Contractor
4 Submit claims for transportation damage and replace damaged, defective or deficient items
5 Arrange for manufacturers warranties inspections and service
D Contractor's Responsibilities
1 Review Owner reviewed shop drawings product data, and samples
2. Receive and unload products at site, inspect for completeness or damage jointly with Owner
3 Handle store install and finish.products
4 Repair or replace items damaged after receipt.
5 Contractor shall provide blocking and electrical service for owner furnished equipment.
3 4 TRANSPORTATION AND HANDLING
A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site
storage time and potential damage to stored materials
B. Transport and handle products in accordance with manufacturer's instructions
PRODUCT REQUIREMENTS 01 6000 4
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C Transport materials in covered trucks to prevent contamination of product and littering of surrounding
areas
D Promptly inspect shipments to ensure that products comply with requirements, quantities are correct,
and products are undamaged
E. Provide equipment and personnel to handle products by methods to prevent soiling disfigurement, or
damage
F Arrange for the return of packing materials, such as wood pallets, where economically feasible
3 5 STORAGE AND PROTECTION
A. Designate receiving /storage areas for incoming products so that they are delivered according to
installation schedule and placed convenient to work area in order to minimize waste due to excessive
materials handling and misapplication
B Store and protect products in accordance with manufacturers' instructions
C Store with seals and labels intact and legible
D Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to
product.
E. For exterior storage of fabricated products, place on sloped supports above ground
F Cover products subject to deterioration with impervious sheet covering Provide ventilation to prevent
condensation and degradation of products.
G Prevent contact with material that may cause corrosion discoloration or staining
H Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or
damage
I Arrange storage of products to permit access for inspection Periodically inspect to verify products are
undamaged and are maintained in acceptable condition
END OF SECTION
PRODUCT REQUIREMENTS 01 6000 5
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SUBSTITUTION REQUEST FORM
Submitted To Scherer Associates, Architecture and Planning,
209 Washington ST NE, Olympia, WA 98501
SCHERER
MOW ASSOCIATES
Project Elevator Modernization
We hereby submit for consideration the following product in lieu of the item specified for the above project:
Section
Specified Item
Proposed Substitution
Documentation
Attach complete technical data, including laboratory tests and samples, as applicable. Provide a detailed
comparison of including specifications, drawings, photographs, performance and test data as needed for a
complete evaluation. Provide a complete list of changes that will be required for installation as a result of this
proposal
Certification
The Undersigned certifies the accuracy of the following items:
1) The proposed substitution does not affect dimensions shown on the Drawings
2) The proposed substitution is equivalent or superior to the specified item
3) The undersigned will pay for all changes to building design, including engineering design, detailing and
construction costs caused by the proposed substitution.
4) The proposed substitution will have no adverse affect on other trades, construction schedule or specified
warranty requirements.
5) Maintenance and service parts will be locally available for the proposed substitution
6) Provide the project name, contact name and contact telephone number for two similar projects on which the
substitution being requested was used including the date of installation
Undersigned attests function and quality equivalent or superior to specified item and waives his right to additional
payment and time that may subsequently be necessitated by failure of the substitution to perform adequately
and for the required work to make corrections thereof
Submitted By
Signature
Firm
Address
Date
Telephone
For Use by Architect:
Accepted Accepted as Noted
Not Accepted Received too late
By
Date
Remarks
ARCHITECTURE AND PLANNING 209 WASHINGTON ST NE OLYMPIA, WA 98501 1142 TEL. 360.943.1995 FAX 360.943.1887
OLYMPIC MEDICAL CENTER
Elevator Modernization
PART 1 GENERAL
1 1 SECTION INCLUDES
A.
B
C
D
E.
F
Section 02 4100
F
1.3 SUBMITTALS
A. None Required
14 COORDINATION
1.2 RELATED REQUIREMENTS
A. Section 01 1000 Summary Limitations on working in existing building; continued occupancy work
sequence, contractor use of site and premises, hazardous materials
B Section 01 3000 Administrative Requirements Submittals procedures
C Section 01 4000 Quality Requirements. Testing and inspection procedures
D Section 01 5000 Temporary Facilities and Controls Temporary interior partitions, heating, cooling
and ventilating facilities
E. Section 01 7800 Closeout Submittals Project record documents, operation and maintenance data,
warranties and bonds
Coordination
Examination preparation and general installation procedures
Cutting and patching
Starting of systems and equipment.
Final Cleaning
Closeout procedures
2.1 PATCHING MATERIALS
SECTION 017000 EXECUTION AND CLOSEOUT REQUIREMENTS
Demolition
A. See Section 01 1000 for occupancy related requirements
B Coordinate scheduling, submittals and work of the various sections of the Project Manual to ensure
efficient and orderly sequence of installation of interdependent construction elements, with provisions
for accommodating items installed later
C Notify affected utility companies and comply with their requirements
D Verify that utility requirements and characteristics of new operating equipment are compatible with
building utilities Coordinate work of various sections having interdependent responsibilities for
installing, connecting to and placing in service, such equipment.
E. Coordinate space requirements, supports, and installation of mechanical and electrical work that are
indicated diagrammatically on Drawings Follow routing shown for pipes ducts and conduit, as
closely as practicable place runs parallel with lines of building Utilize spaces efficiently to maximize
accessibility for other installations for maintenance and for repairs
F In finished areas conceal pipes ducts and wiring within the construction Coordinate locations of
fixtures and outlets with finish elements.
G Coordinate completion and clean -up of work of separate sections
H After Owner occupancy of premises, coordinate access to site for correction of defective work and
work not in accordance with Contract Documents to minimize disruption of Owner's activities
PART 2 PRODUCTS
EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 1
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A. New Materials As specified in product sections match existing products and work for patching and
extending work.
B Type and Quality of Existing Products Determine by inspecting and testing products where
necessary referring to existing work as a standard
C Product Substitution For any proposed change in materials, submit request for substitution
described in Section 01 6000
2.2 CLEANING MATERIALS
A. Use only the cleaning materials and equipment which are compatible, with the surface being cleaned
as recommended by the manufacturer or fabricator of the materials to be cleaned
B Use cleaning materials which will not create hazards to health or property or cause damage to
products or Work.
PART 3 EXECUTION
31 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start
of work means acceptance of existing conditions
B Verify that existing substrate is capable of structural support or attachment of new work being applied
or attached
C Examine and verify specific conditions described in individual specification sections
B Take field measurements before confirming product orders or beginning fabrication to minimize waste
due to over ordering or misfabrication
E. Verify that utility services are available of the correct characteristics, and in the correct locations
F Prior to Cutting Examine existing conditions prior to commencing work, including elements subject to
damage or movement during cutting and patching After uncovering existing work, assess conditions
affecting performance of work. Beginning of cutting or patching means acceptance of existing
conditions
3.2 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance
B Seal cracks or openings of substrate prior to applying next material or substance
C Apply manufacturer required or recommended substrate primer sealer or conditioner prior to applying
any new material or substance in contact or bond
3.3 GENERAL INSTALLATION REQUIREMENTS
A. Comply with Hospital Epidemiology requirements and State Authorities requirements regarding the
spread of construction dust and contaminants to other Hospital areas
1 All elevator doors will need to be sealed at each level
2. The shafts will be kept in negative pressure
3 Visqueen will be used to screen the actual work area.
4 Refer to Drawings
B Provide temporary partitions and ceilings to separate work areas from Owner occupied areas, to
prevent penetration of dust and moisture into Owner occupied areas, and to prevent damage to
existing materials and equipment.
1 Provide temporary barriers that are constructed with fire resistance rating equivalent to the rating
of the wall that it is enclosing; a minimum 1 hour rated separation between the construction Limits
and adjacent and /or occupied spaces as identified on the Contract Documents
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2. Joint Commission EC 5 50 EP 2 states that temporary construction partitions [should be] smoke
tight and built of noncombustible or limited combustible materials (sheet rock, gypsum board) that
will not contribute to the development or spread of fire.
3 Temporary barriers shall run continuously from floor to the underside of structural deck above,
and be sealed against the passage of air borne dust or contaminants
C Install products as specified in individual sections in accordance with manufacturer's instructions and
recommendations and so as to avoid waste due to necessity for replacement.
D Make vertical elements plumb and horizontal elements level unless otherwise indicated
E. Install equipment and fittings plumb and level neatly aligned with adjacent vertical and horizontal
lines unless otherwise indicated
F Make consistent texture on surfaces with seamless transitions unless otherwise indicated
G Make neat transitions between different surfaces maintaining texture and appearance
3 4 CUTTING AND PATCHING
A. Whenever possible, execute the work by methods that avoid cutting or patching.
B Perform whatever cutting and patching is necessary to
1 Complete the work.
2. Fit products together to integrate with other work.
3 Provide openings for penetration of mechanical electrical and other services
4 Match work that has been cut to adjacent work.
5 Repair areas adjacent to cuts to required condition.
6 Repair new work damaged by subsequent work.
7 Remove samples of installed work for testing when requested
8 Remove and replace defective and non conforming work.
C Execute cutting and patching to complete the work, to uncover work in order to install improperly
sequenced work, to remove and replace defective or non conforming work, to remove samples of
installed work for testing when requested, to provide openings in the work for penetration of
mechanical and electrical work, to execute patching to complement adjacent work, and to fit products
together to integrate with other work.
D Execute work by methods that avoid damage to other work and that will provide appropriate surfaces
to receive patching and finishing In existing work, minimize damage and restore to original condition.
E. Cut rigid materials using masonry saw or core drill Pneumatic tools not allowed without prior
approval
F Restore work with new products in accordance with requirements of Contract Documents.
G Fit work air tight to pipes sleeves ducts, conduit, and other penetrations through surfaces.
H. At penetrations of fire rated walls partitions ceiling or floor construction completely seal voids with
fire rated material in accordance with Section 07 8400 to full thickness of the penetrated element.
I Patching
1 Finish patched surfaces to match finish that existed prior to patching On continuous surfaces,
refinish to nearest intersection or natural break. For an assembly refinish entire unit.
2 Match color texture and appearance
3 Repair patched surfaces that are damaged lifted discolored or showing other imperfections due
to patching work. If defects are due to condition of substrate repair substrate prior to repairing
finish
J Refinish surfaces to match adjacent finish For continuous surfaces refinish to nearest intersection or
natural break. For an assembly refinish entire unit.
K. Make neat transitions Patch work to match adjacent work in texture and appearance Where new
work abuts or aligns with existing perform a smooth and even transition
EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 3
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L. Patch or replace surfaces that are damaged lifted discolored or showing other imperfections due to
patching work. Repair substrate prior to patching finish Finish patches to produce uniform finish
and texture over entire area. When finish cannot be matched refinish entire surface to nearest
intersections
3 5 CONSTRUCTION AREA PROGRESS CLEANING
A. Broom clean all floors daily using a dust control compound
B Install dust control mats at all entries to the construction area to help control dust tracks in occupied
areas
1 Provide Protect Tacky Mats (or equal) at all openings connecting the construction area with
occupied spaces
C Clean up any dust tracked outside of the designated construction area without delay
D Broom and vacuum clean interior areas prior to start of surface finishing and continue cleaning to
eliminate dust.
E. If the Contractor fails to clean project site in accordance with project documents, upon 24 hours notice,
the Owner may do so at the Contractor's expense
3 6 PROTECTION OF INSTALLED WORK
A. Protect installed work from damage by construction operations
B Provide special protection where specified in individual specification sections
C Provide temporary and removable protection for installed products Control activity in immediate work
area to prevent damage
D Provide protective coverings at walls, projections, jambs, sills and soffits of openings.
E. Protect finished floors, stairs and other surfaces from traffic, dirt, wear damage, or movement of
heavy objects by protecting with durable sheet materials.
F Prohibit traffic or storage upon waterproofed or roofed surfaces If traffic or activity is necessary
obtain recommendations for protection from waterproofing or roofing material manufacturer
G Remove protective coverings when no longer needed reuse or recycle plastic coverings if possible
3 7 SYSTEM STARTUP
A. Coordinate schedule for start -up of various equipment and systems
B Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation
belt tension control sequence and for conditions that may cause damage
C Verify tests meter readings and specified electrical characteristics agree with those required by the
equipment or system manufacturer
D Verify that wiring and support components for equipment are complete and tested
E. Execute start -up under supervision of applicable Contractor personnel and manufacturer's
representative in accordance with manufacturers' instructions
F When specified in individual specification Sections require manufacturer to provide authorized
representative to be present at site to inspect, check, and approve equipment or system installation
prior to start -up and to supervise placing equipment or system in operation
G Submit a written report that equipment or system has been properly installed and is functioning
correctly
3.8 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation
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3.9 FINAL CLEANING
A. Execute final cleaning Coordinate with Owner requirements for cleaning.
B Use cleaning materials that are nonhazardous.
C Perform the following cleaning operations, as applicable, to the Work of this Contract.
1 Remove tools construction equipment, machinery and surplus material from Project site
2 Remove debris and surface dust from limited access spaces including roofs, plenums, shafts,
trenches equipment vaults, manholes, attics and similar spaces.
3 Remove dust, dirt, grease stains fingerprints labels (except where prohibited), spilled and
spattered and other foreign materials from interior and exterior surfaces exposed to view
4 Touch up otherwise repair and restore marred exposed finishes and surfaces
a. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that
already show evidence of repair or restoration
b Wipe surfaces of mechanical and electrical equipment, and similar equipment.
5 Ventilating Systems
a. Clean permanent filters and replace disposable filters of units operated during construction
b Clean ducts, blowers and coils if units were operated without filters during construction
c. Clean exposed surfaces of diffusers, registers, and grills
6 Vacuum -clean interior spaces.
7 Clean exposed interior hard surfaced finishes to a dirt -free condition
8 Remove labels that are not permanent
9 Clean transparent materials including mirrors and glass in doors and windows Remove glazing
compounds and other noticeable, vision obscuring materials Replace chipped or broken glass
and other damaged transparent materials Polish mirrors and glass taking care not to scratch
surfaces
10 Clean plumbing fixtures to a sanitary condition free of stains including stains resulting from water
exposure
11 Clean light fixtures lamps globes, and reflectors to function with full efficiency Replace
burned -out bulbs and those noticeably dimmed by hours of use and defective and noisy starters
in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures.
12 Replace parts subject to unusual operating conditions
D Reclean if so directed during substantial inspection Reclean areas in which work is performed
subsequent to the final cleaning, including work performed as a result of the punch list.
E. If Contractor fails to clean up at completion of Work, Owner may do so as provided in Construction
Contract and cost shall be charged to Contractor
3 10 CLOSEOUT PROCEDURES
A. Make submittals that are required by governing or other authorities
1 Provide copies to Architect.
B Accompany Owner's Representative on preliminary inspection to determine items to be listed for
completion or correction in Contractor's Notice of Substantial Completion.
C Notify Architect when work is considered ready for Substantial Completion
D Submit written certification that Contract Documents have been reviewed work has been inspected,
and that work is complete in accordance with Contract Documents and ready for Architect's review
E. Complete items of work determined by Architect's and Engineer's final inspections
F Correct items of work listed in executed Certificates of Substantial Completion and comply with
requirements for access to Owner occupied areas
G Notify Architect when work is considered finally complete.
H. Refer to Section 01 7800 Closeout Submittals for required submittals for closeout including project
record documents operation and maintenance data, warranties and bonds.
END OF SECTION
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PART 1 GENERAL
SECTION 017800 CLOSEOUT SUBMITTALS
1 1 SECTION INCLUDES
A. Project Record Documents
B Warranties and bonds
C Substantial Completion
D Final Completion
1.2 RELATED REQUIREMENTS
A. Section 01 2000 Price and Payment Procedures Requirements for Applications for Payment for
Substantial and Final Completion
B Section 01 3000 Administrative Requirements* Submittals procedures shop drawings product
data, and samples
C Section 01 7000 Execution and Closeout Requirements.
D Individual Product Sections Specific requirements for operation and maintenance data.
E. Individual Product Sections Warranties required for specific products or Work.
F Mechanical and Electrical Divisions
1.3 SUBMITTALS
A. All items indicated under Substantial Completion and Final Completion below
1 4 QUALITY ASSURANCE
A. Prior to requesting inspection by the Architect, use adequate means to assure that the Work is
completed in accordance with the specified requirements and is ready for the requested inspection
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION
3 1 PROJECT RECORD DOCUMENTS
A. The purpose of the final Project Record Documents is to provide factual information regarding all
aspects of the Work, both concealed and visible to enable future modification of the work to proceed
without lengthy and expensive site measurement, investigation and examination
B Throughout progress of the Work, maintain an accurate record of changes in the Contract Documents
C Maintain on site one set of the following record documents
1 Drawings
2. Addenda.
3 Change Orders and other modifications to the Contract.
D Ensure entries are complete and accurate enabling future reference by Owner Accuracy of records
shall be such that future searches for items shown in the Contract Documents may reasonably rely on
information obtained from the approved Project Record Documents.
E. Record new information concurrent with construction progress
F Record Drawings Legibly mark each item to record actual construction including
1 Measured locations of internal utilities and appurtenances concealed in construction referenced
to visible and accessible features of the Work.
2. Field changes of dimension and detail
3 Details not on original Contract drawings
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G Upon completion of the Work, transfer the recorded changes to a set of As -Built Documents and
submit to the Architect.
1 Submit one set of as- built' record documents of Contract Drawings for all Disciplines and Trades.
a. Requirement includes Architectural HVAC Plumbing, Electrical, Nurse Call, Fire Alarm, and
Fire Sprinkler as applicable to the scope of the project.
2. Note Hardcopy will not be accepted Provide Architect with electronic files in an Adobe (.pdf) or
AutoCAD (dwg) format on compact disc (CD)
a. Contractor shall clearly illustrate the final 'as- built' configuration of the Work.
b Identify and date each CD with the designation 'PROJECT RECORD DRAWING
(DISCIPLINE)' in a prominent location
3.2 WARRANTIES AND BONDS
A. Contractor Warranty The General Contractor warrants that all work is in accordance with the Contract
Documents and shall be free from faults and defects in materials and workmanship for a period of one
year
1 The General Contractor's shall provide materials and labor to replace and /or repair all defects
within this period at no cost to the Owner
B Obtain warranties and bonds executed in duplicate by responsible Subcontractors, suppliers, and
manufacturers, within 10 days after completion of the applicable item of work. Except for items put
into use with Owner's permission leave date of beginning of time of warranty until the Date of
Substantial completion is determined
C All warranty periods shall commence on the date of Substantial Completion or Owner acceptance of
that portion of the work, whichever is earliest.
D Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing. Provide
full information using separate typed sheets as necessary List Subcontractor supplier and
manufacturer with name address, and telephone number of responsible principal
3.3 SPARE PARTS AND MAINTENANCE MATERIALS
A. Replacement materials for maintenance purposes Provide extra materials as indicated in individual
sections of Division 09 Finishes
B Protect material with clearly marked packaging and store where directed buy Owner's Representative.
3 4 SUBSTANTIAL COMPLETION
A. Prior to requesting inspection for Certificate of Substantial Completion, for entire Work or portions
thereof complete the following and list known exceptions
1 Prepare a list of items to be completed and corrected (punch list) the value of items on the list,
and reasons why the Work is not complete The Architect will not review the Project for
Substantial Completion until the Contractor's list of items to be completed corrected has been
released
2. The Contractor's certification shall be submitted to the Architect no less than 24 hours prior to the
Architect's review for Substantial Completion
B Upon receipt of Contractor's certification the Architect will either proceed with inspection or advise
contractor of prerequisites not fulfilled
C Following initial inspection the Architect will either prepare Certificate of Substantial Completion or
advise Contractor of work to be performed prior to issuance of certificate, repeat inspection will be
certified by Contractor that Work has been substantially completed
D Additional substantial completion inspections shall be at Contractor's expense and shall be deducted
from the Contract Amount.
1 A 'Change Order' will be used to adjust the Contract Sum
E. Results of completed inspection(s) will form initial 'Punch List' for final completion
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F Coordinate with Owner and appropriate building authorities to obtain releases enabling Owner's full
and unrestricted use of Work and access to services and utilities including occupancy permits,
operating certificates and similar release as required
G Submit record documents, material and equipment data manuals and similar final record information,
as specified
H Discontinue and remove temporary facilities, construction tools and services from project site as
specified in Section 01 5000
I Complete final cleanup requirements including touch -up of marred surfaces in accordance with
requirements of Contract Documents
J In addition to submittals required by the conditions of the Contract, provide submittals required by
governing authorities
3 5 FINAL COMPLETION
A. At completion of project, and prior to the Request for Final Payment confirm that all items required
under Substantial Completion have been submitted In addition deliver the following items to the
Architect or Owner as applicable Receipt of these items will constitute the final submittals required to
establish final completion
1 Prepare and submit Project Record Documents warranties and similar final record information
2 Deliver tools spare parts extra materials, and similar items to location designated by Owner
Label with manufacturer's name and model number where applicable
3 Complete final cleaning requirements, including touch up painting
4 A signed and dated copy of the Punchlist certifying that all items have been completed
5 Evidence of compliance with requirements of governmental agencies having jurisdiction including,
but not necessarily limited to
a. Certificates of Inspection, turn over all approved building electrical and mechanical permits.
b Certificates of Occupancy
6 Evidence of payment and release of liens from General Contractor and from each subcontractor
7 A notarized Warranty of Work, providing a one -year warranty on all work, materials or equipment
provided under this contract.
8 Submit an affidavit confirming that prevailing wages have been paid to all subcontractors for the
Work.
a. 'Following the final acceptance of a public works project, it shall be the duty of the officer
charged with the disbursement of public funds to require the contractor and each and every
subcontractor from the contractor or a subcontractor to submit to such officer an Affidavit of
Wages Paid' before the funds retained according to the provisions of RCW 60.28 010 are
released to the contractor Each affidavit of wages paid must be certified by the industrial
statistician of the department of labor and industries before it is submitted to said officer
9 Submit final Application for Payment.
a. If so required the Architect, General Contractor and Owner's Representative will coordinate
a final Change Order showing adjustments to the Contract Sum which were not made
previously by Change orders
B Note Retainage will be released after Architect's approval and receipt of all items required for Final
Completion and approval from the two Washington State departments that all insurance and taxes
have been paid by the General Contractor
END OF SECTION
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PART 1 GENERAL
SECTION 024100 DEMOLITION
1 1 SECTION INCLUDES
A. Selective demolition of built site elements
B Selective demolition of building elements for alterations purposes
1.2 RELATED REQUIREMENTS
A. Section 01 1000 Summary Limitations on Contractor's use of site and premises.
B Section 01 5000 Temporary Facilities and Controls Security protective barriers, and waste
removal
C Section 01 7000 Execution Requirements Project conditions, existing construction to remain;
reinstallation of removed products
1 3 REFERENCE STANDARDS
A. ANSI /ASSE Al 0 6 -2006 Safety Requirements for Demolition Operations
B 29 CFR 1926 U S Occupational Safety and Health Standards current edition
C NFPA 241 Standard for Safeguarding Construction, Alteration and Demolition Operations; 2004
D The Olympic Region Clean Air Agency (ORCAA) Regulations, May 2007
http. /www.orcaa.ora/ sections /asbestos- and demolition/
14 SUBMITTALS
A. See Section 01 3000 Administrative Requirements for submittal procedures
B Project Record Documents Accurately record actual locations of capped and active utilities and
subsurface construction.
1 5 REGULATORY REQUIREMENTS
A. Standards Comply with ANSI A10 6 and NFPA 241
B Conform to local code for demolition work, dust control products requiring electrical disconnection and
re- connection
C Obtain required permits from authorities including ORCAA.
D Do not close or obstruct egress from any building exit or site exit.
E. Do not disable or disrupt building fire or life safety systems without 3 days prior written notice to
Owner
F In the event hazardous or contaminated materials are discovered, necessary abatement procedures,
air monitoring results and post- abatement test results shall conform to appropriate local and state
regulations
1 6 PROJECT CONDITIONS
A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity and to prevent accumulation
of dust, fumes vapors or gases
B Dust Control Execute work by methods to minimize raising dust from construction operations.
Provide positive means to prevent air -borne dust from dispersing into atmosphere and over adjacent
property
C Keep pressure of spaces under demolition negative with respect to surrounding spaces. Provide
HEPA filter for installation on return system intake where exhaust is not sufficient to keep space
negative Provide 30% efficient filters on exhaust side to keep construction dust out of exhaust ductwork.
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D Noise Control Provide methods, means and facilities to minimize noise produced by demolition
operations
E. Comply with other requirements specified in Section 01 7000
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION
31 PREPARATION
A. Establish existing airflows of all branches from main supply and exhaust systems before beginning
demolition
B Protect existing materials and equipment that are not to be demolished
1 Protect construction indicated to remain against damage and soiling during selective demolition
2 When permitted by Owner items may be removed to a suitable protected storage location during
selective demolition cleaned and reinstalled in their original locations after selective demolition
operations are complete.
C Locate selective demolition equipment and remove debris and materials so as not to impose
excessive loads on supporting walls, floors, or framing.
1 Prevent movement of structure, provide bracing and shoring.
D Provide appropriate temporary signage for exit or building egress
E. Provide dust walk off mats at exit of demolition areas
3.2 GENERAL PROCEDURES AND PROJECT CONDITIONS
A. Comply with Facility's Infection Control Procedures (refer to Drawings)
B Comply with applicable codes and regulations for demolition operations and safety of adjacent
structures and the public
1 Obtain required permits
2 Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do
not allow worker or public access within range of potential collapse of unstable structures.
3 Provide erect, and maintain temporary barriers and security devices
4 Conduct operations to minimize effects on and interference with adjacent structures and
occupants
5 Do not close or obstruct roadways or sidewalks without permit.
6 Conduct operations to minimize obstruction of public and private entrances and exits; do not
obstruct required exits at any time, protect persons using entrances and exits from removal
operations
7 Obtain written permission from owners of adjacent properties when demolition equipment will
traverse infringe upon or limit access to their property
C Do not begin removal until receipt of notification to proceed from Owner
D Protect existing structures and other elements that are not to be removed
1 Provide bracing and shoring
2 Prevent movement or settlement of adjacent structures
3 Stop work immediately if adjacent structures appear to be in danger
E. Perform demolition in a manner that maximizes salvage and recycling of materials
1 Dismantle existing construction and separate materials
2. Set aside reusable recyclable, and salvageable materials store and deliver to collection point or
point of reuse
3.3 SELECTIVE DEMOLITION FOR ALTERATIONS
A. Drawings showing existing construction and utilities are based on casual field observation and existing
record documents only
1 Verify that construction and utility arrangements are as shown
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3 4
2 Report discrepancies to Architect before disturbing existing installation
3 Beginning of demolition work constitutes acceptance of existing conditions that would be
apparent upon examination prior to starting demolition
B Separate areas in which demolition is being conducted from other areas that are still occupied
C Maintain weatherproof exterior building enclosure except for interruptions required for replacement or
modifications take care to prevent water and humidity damage
D Remove existing work as indicated and as required to accomplish new work.
1 Remove items indicated on drawings.
E. Services (Including but not limited to HVAC Plumbing, Fire Protection Electrical and
Telecommunications) Remove existing systems and equipment as indicated
1 Maintain existing active systems that are to remain in operation, maintain access to equipment
and operational components
2. Where existing active systems serve occupied facilities but are to be replaced with new services,
maintain existing systems in service until new systems are complete and ready for service.
3 Verify that abandoned services serve only abandoned facilities before removal
4 Remove abandoned pipe ducts conduits, and equipment, including those above accessible
ceilings• remove back to source of supply where possible, otherwise cap stub and tag with
identification
F Protect existing work to remain
1 Prevent movement of structure, provide shoring and bracing if necessary
2. Perform cutting to accomplish removals neatly and as specified for cutting new work.
3 Repair adjacent construction and finishes damaged during removal work.
4 Patch as specified for patching new work.
DEBRIS AND WASTE REMOVAL
A. Remove debris junk, and trash from site.
B Remove from site all materials not to be reused on site.
C Leave site in clean condition, ready for subsequent work.
END OF SECTION
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SECTION 055000 METAL FABRICATIONS
PART 1 GENERAL
1 1 SECTION INCLUDES
A. Shop fabricated steel items.
B Provide metal fabrications, and related accessory items galvanized and prime painted complete, as
indicated on the Drawings and not specified in other Sections as needed to complete the Work. The
work may include the following
1 Metal floor plates and supports Steel members required to support equipment, including load
distribution plates and anchors
2. Electrical supports such as cable ladder cable tray and basket tray
3 Steel members steel angles as required for seismic upgrades and seismic support.
C Custom Fabricated Products
1 Stainless steel covers for jambs and headers at elevator doors
2. Galvanized steel 'ships' ladder hand rail and platform
1.2 RELATED REQUIREMENTS
A. Section 09 2116 Gypsum Board Assemblies
B Section 09 9000 Painting and Coating Paint finish
C Division 14 Elevator Sections 'Pit systems'
1.3 REFERENCE STANDARDS
A. ANSI A14.3 American National Standard for Ladders Fixed Safety Requirements, 2002.
B ASTM A 36/A 36M Standard Specification for Carbon Structural Steel; 2005
C ASTM A 153/A 153M Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware,
2005
D ASTM A 283/A 283M Standard Specification for Low and Intermediate Tensile Strength Carbon Steel
Plates 2003 (Reapproved 2007)
E. ASTM A 307 Standard Specification for Carbon Steel Bolts and Studs 60 000 PSI Tensile Strength,
2007b
F ASTM A 500 /A 500M Standard Specification for Cold- Formed Welded and Seamless Carbon Steel
Structural Tubing in Rounds and Shapes, 2007
G ASTM A 780 Standard Practice for Repair of Damaged and Uncoated Areas of Hot -Dip Galvanized
Coatings 2001
H AWS D1 1/D1 1M Structural Welding Code Steel American Welding Society 2008.
I SSPC -Paint 15 Steel Joist Shop Primer Society for Protective Coatings; 1999 (Ed 2004).
14 SUBMITTALS
A. See Section 013000 Administrative Requirements for submittal procedures
B Shop Drawings Indicate profiles sizes connection attachments reinforcing anchorage, size and
type of fasteners and accessories Include erection drawings, elevations and details where
applicable
1 Prepare shop drawings from field measurements where possible
2. Allow for field trimming where taking field measurements will delay work.
1 5 PROJECT CONDITIONS
A. Field Measurements Verify actual locations of construction contiguous with metal fabrications by
field measurements before fabrication and indicate measurements on Shop Drawings
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1 6 DELIVERY STORAGE, AND PROTECTION
A. Transport and handle products with special custom wrapping to protect shop primers and finishes
B Storage and Protection Store products in manufacturer's protective packaging until installation
PART 2 PRODUCTS
21 MATERIALS
A. Steel Sections ASTM A 36/A 36M
B Steel Tubing ASTM A 500 Grade B cold- formed structural tubing (Fy 46 KSI)
C Structural Steel Pipe ASTM A53 Type E at concealed locations and Type S at exposed locations
Grade B Schedule 40 FY 35 KSI
D Plates ASTM A 283
E. Bolts, Nuts and Washers ASTM A307 galvanized to ASTM A 153/A 153M where connecting
galvanized components
F Welding Materials AWS D1 1/D1 1M, type required for materials being welded
G Fastener Materials
1 Standard Bolts ASTM A 307 Grade A.
2. High Strength Bolts ASTM A 325 N
3 Electrodes AWS A5 1 E70XX.
4 Concrete Anchors Kwik -Bolt TZ by Hilti, or pre- approved equal
5 Masonry Anchors Sleeve Anchor by Hilti, Red Head Sleeve Anchor by Phillips
6 Machine Screws Steel FS FF -S -92
7 Plain Washers Round steel FS FF -W -92
8 Masonry Expansion Shields FS FF -S -325
9 Lock Washers Helical spring, FS FF W -84
H Shop and Touch -Up Primer SSPC -Paint 15 complying with VOC limitations of authorities having
jurisdiction
2.2 ACCESSORIES AND MISCELLANEOUS MATERIALS
A. Nonshrink, Nonmetallic Grout: Factory packaged nonstaining, noncorrosive, nongaseous grout
complying with ASTM C 1107 Provide grout specifically recommended by manufacturer for interior
and exterior applications
1 Products Master Builders 'Embeco Sonneborn 'Ferrolith G Redi -Mixed Grout, or equal
B Dissimilar Metal Isolation Coating Basis of Design Tnemec Series N69 Hi -Build Epoxoline II applied
at 4 0 6 0 mils DFT In accordance to NFPA Class 1 #101 or approved equal
2 3 Shop and Touch -Up Primer SSPC -Paint 15 complying with VOC limitations of authorities having
jurisdiction
A. Universal Shop Primer Fast curing lead- and chromate -free, universal modified -alkyd primer
complying with MPI #79 Use primer containing pigments that make it easily distinguishable from
zinc -rich primer
1 Product: Tnemec Series 394 PerimePrime single component, 2 5 to 3 mil Film dry thickness.
a. Corrosion Resistance 10 500 hours tested by ASTM B 117 (Salt spray (Fog)
b Adhesion 850 psi
c. Substitution as may be approved by Addendum Note the Architect is not aware of any
similar product that can be approved
B Touch -Up Primer for Galvanized Surfaces Tnemec Series 394 PerimePrime, single component,
applied at 2 5 to 3 0 mil DFT or approved equal
2 4 FABRICATION
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A. Comply with AISC Specifications for the Design Fabrication and Erection of Structural Steel for
Buildings and AISC Specifications for Architecturally Exposed Structural Steel
B Fabricate items to dimensions required by field measurements
C Comply with approved shop drawings and referenced standards
D Use welds for shop connections and use bolts for field connections, except where indicated otherwise
on Drawings
E. Fit and shop assemble items in largest practical sections, for delivery to site
F Mark assembled components for field assembly and coordinated installation
G Use materials of size and thickness indicated or if not indicated as required to produce strength and
durability in finished product for use intended
H Work to dimensions shown or accepted on approved shop drawings, using proven details of
fabrication and support.
I Use type of materials indicated or specified for various components of work.
J Fabricate items with joints tightly fitted and secured
K. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight,
flush, and hairline Locate joints where least conspicuous. Ease exposed edges to small uniform
radius
L. Cut, reinforce, drill and tap metal fabrications to receive finish hardware screws, and similar items.
M Provide for anchorage of type indicated coordinate with supporting structure. Space anchoring
devices to secure metal fabrications rigidly in place and to support loads
N Welded Connections
1 Comply with AWS Structural Welding Code D1 1
2 Fabricate assemblies with welded joints using shielded metal -arc process (SMAW).
3 Provide 1/4 inch minimum fillet welds and full penetration butt welds
4 Grind exposed welds smooth
O Bolted Connections Provide anchor bolts for connecting to other work.
1 Drill and tap steel as required to receive bolted connections
2. Make bolt holes 1/16 inch larger than nominal bolt diameter
3 Do not furnish bolts with threads within sheer plane of the bolt
2.5 FABRICATED ITEMS
A. Miscellaneous Framing and Supports
1 Fabricate units from steel shapes plates and bars of welded construction unless otherwise
indicated Fabricate to sizes shapes and profiles indicated and as necessary to receive
adjacent construction retained by framing and supports Cut, drill and tap units to receive
hardware hangers and similar items
B Ladders Steel in compliance with ANSI A14.3 with mounting brackets and attachments; galvanized
finish
1 For ladders platforms and rails comply with ASME A17 1
a Refer to Drawings for Manufacturer and detailing requirements Approval per Shop
Submittal
C Stainless Steel Trim
1 Refer to Drawings for detailing requirements Approval per Shop Submittal
a Unless otherwise indicated, fabricate units from 14 gauge steel Miter corners and use
concealed field splices where possible
b Prepare existing frames to receive stainless steel trim Attach trim with approved
construction adhesive
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D Equipment Support System All connections bolted and clamped; factory finish (touch up not required)
E. Fabricate steel shapes plates, and bars to provide structural support for metal wall and soffit framing
members, steel blocking for wall hung items fire sprinkler equipment frames and etc. as indicated on
the Drawings
2.6 FINISHES
A. Comply with NAAMM's 'Metal Finishes Manual for Architectural and Metal Products' for
recommendations for applying and designating finishes
B STEEL PRIMERS AND FINISHES
1 Primers Compatible with topcoat Specified in Section 09 9000 Paints and Coatings.
2. Clean surfaces of rust, scale grease and foreign matter prior to finishing.
3 Prime Painting One coat.
4 Preparation for Shop Priming Prepare uncoated ferrous -metal surfaces to comply with minimum
requirements indicated below for SSPC surface preparation specifications and environmental
exposure conditions of installed metal fabrications
a. Interiors (SSPC Zone 1A) SSPC -SP 7 'Brush Off Blast Cleaning
b Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized
finishes and those to be field welded embedded in concrete or masonry unless otherwise
indicated Extend priming of partially embedded members to a depth of 2 inches
c. Interior components shall be prepared in shop immediately after assembly with a 'field'
surface preparation of SSPC -SP 1 Solvent Cleaning, with weld and abrasions treated in
accordance with SSPC -SP6 Commercial Blast Clean
d Comply with SSPC -PA 1 'Paint Application Specification No 1 Shop Field and
Maintenance Painting of Steel for shop painting
e Comply with SSPC -PA 2 'Measurement of Dry Coating Thickness with Magnetic Gages
5 Hot -Dip Galvanizing and Factory Applied Primer for Steel Provide hot -dip galvanizing and
factory applied prime coat, certified OTCNOC compliant less than 2.8 lbs /gal and conforming to
EPA and local requirements Apply primer within 12 hours after galvanizing at the galvanizer's
plant in a controlled environment meeting applicable environmental regulations and as
recommended by the primer coating manufacturer Blast cleaning of the surface is unacceptable
for surface preparation Primer shall have a minimum two year re -coat window for application of
finish coat. Coatings must meet or exceed the following performance criteria.
a. Abrasion ASTM D 4060 CS17 Wheel 1 000 gram load
b Adhesion ASTM D 3359 Method B 5 mm crosshatch
c. Humidity Resistance ASTM D 4585
d Salt Spray (Fog) ASTM B 117
6 Stainless Steel Provide 'brushed' stainless steel finish Approval per Shop Submittal
2.7 FABRICATION TOLERANCES
A. Squareness 1/8 inch maximum difference in diagonal measurements
B Maximum Offset Between Faces 1/16 inch
C Maximum Misalignment of Adjacent Members 1/16 inch
D Maximum Bow 1/8 inch in 48 inches
E. Maximum Deviation From Plane 1/16 inch in 48 inches
PART 3 EXECUTION
31 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.
B Prior to all work of this section carefully inspect the installed work of all other trades and verify that all
such work is complete to the point where fabrication and installation of the work of this section may
properly commence
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C Make all required measurements in the field to ensure proper and adequate fit for miscellaneous metal
items
3.2 PREPARATION
A. Clean and strip primed steel items to bare metal and aluminum where site welding is required
B Supply setting templates to the appropriate entities for steel items required to be cast into concrete or
embedded in masonry
C Coordinate all metalwork with adjoining work. Do all cutting shearing, drilling punching, threading
tapping etc. required for metal work and for attachment of adjacent work. Drill or punch holes, do not
use cutting torch Shearing and punching shall leave true lines and surfaces
3.3 INSTALLATION GENERAL
A. Cutting Fitting and Placement: Perform cutting drilling, and fitting required for installing metal
fabrications Set metal fabrications accurately in location alignment, and elevation, with edges and
surfaces level plumb true and free of rack; and measured from established lines and levels.
B Fit exposed connections accurately together to form hairline joints Weld connections that are not to
be left as exposed joints but cannot be shop welded because of shipping size limitations Do not
weld cut, or abrade surfaces of exterior units that have been hot -dip galvanized after fabrication and
are for bolted or screwed field connections
C Fastening to In -Place Construction Provide anchorage devices and fasteners where metal
fabrications are required to be fastened to in -place construction Provide threaded fasteners for use
with concrete and masonry inserts toggle bolts, through bolts lag bolts wood screws and other
connectors
D Provide for erection loads and for sufficient temporary bracing to maintain true alignment until
completion of erection and installation of permanent attachments
E. Perform field welding in accordance with AWS D1 1/D1 1M
1 Obtain Owner approval for scheduling of all 'hot' work prior to implementation.
F Obtain Architect approval prior to site cutting or making adjustments not indicated on approved shop
drawings
G After erection prime welds abrasions, and surfaces not shop primed or galvanized, except surfaces to
be in contact with concrete
3 4 TOUCH -UP PAINTING AND GALVANIZATION REPAIR
A. Touchup Painting Immediately after erection clean field welds, bolted connections and abraded
areas Paint uncoated and abraded areas with the same material as used for shop finishing
B Galvanized Surfaces Clean field welds bolted connections and abraded areas and repair
galvanizing to comply with ASTM A 780
C All factory primed and /or unfinished materials exposed to view shall be painted
3.5 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests as specified in Section 01 4000
B Correct deficiencies in Work that test reports and inspections indicate does not comply with the
Contract Documents
3 6 INSTALLATION TOLERANCES
A. Maximum Variation From Plumb 1/8 inch 8' 0'
B Maximum Offset From True Alignment: 1/8 inch
C Maximum Out -of- Position 1/8 inch 8' 0'
END OF SECTION
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1 7 FIELD CONDITIONS
SECTION 079005 JOINT SEALERS
PART 1 GENERAL
1 1 SECTION INCLUDES
A. Preparation of sealant substrate surfaces
B Sealants and joint backing
C Provide elastomeric joint sealants joint backer materials and accessories needed to ensure a
complete and durable weather tight seal at all locations
1.2 RELATED REQUIREMENTS
A. Section 09 2116 Gypsum Board Assemblies. Acoustic sealant associated with gypsum assemblies.
Other acoustical sealant applications are specific herein
1.3 REFERENCE STANDARDS
A. ASTM C 834 Standard Specification for Latex Sealants 2005
B ASTM C 920 Standard Specification for Elastomeric Joint Sealants; 2005
C ASTM C 1193 Standard Guide for Use of Joint Sealants; 2009
14 SUBMITTALS
A. None required
1 5 QUALITY ASSURANCE
A. Manufacturer Qualifications Company specializing in manufacturing the Products specified in this
section with minimum five years documented experience.
B Single Source Responsibility for Joint Sealer Materials Obtain joint sealer materials from a single
manufacturer for each different product required.
1 6 SYSTEM DESCRIPTION
A. Provide joint sealers that have been produced and installed to establish and maintain watertight and
airtight continuous seals without staining or deteriorating joint substrates.
B Compatibility
1 Provide joint sealants joint fillers and accessory joint materials that are compatible with one
another and with joint substrates under project conditions.
2. Install joint sealants, joint fillers and related joint materials that are non staining to visible joint
surfaces and surrounding substrate surfaces.
C Interior and exterior vertical and horizontal joints to maintain weather tight conditions and sound
building practices
1 Use for structural and general purpose glazing on glass, most paints some metal and many
plastics
2. Use for sealing around air conditioning, vents or other wall penetrations both indoors and
outdoors
3 Use for weatherproofing junctions of building materials and resealing failed joints
4 Do NOT apply silicone sealants to concrete, marble, limestone, lead surfaces, zinc coated
(galvanized) metal copper impregnated wood, rubber gaskets tapes failed sealants and
caulking compounds, continuous water immersion applications or in applications where sealant is
to be painted
5 Verify proper use and application with manufacturer
A. Maintain temperature and humidity recommended by the sealant manufacturer during and after
installation
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B Provide low VOC and nontoxic sealants as appropriate to conditions to be sealed
C Disposal of sealant and sealant containers to be made in accordance with federal state and local
regulations
18 COORDINATION
A. Coordinate the work with all sections referencing this section
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Silicone Sealants
1 Momentive Performance Materials, Inc (formerly GE Silicones)* www.momentive.com
2 Dow Corning Corp www dowcorning corn
3 GE Plastics www geplastics corn
4 Pecora Corporation www pecora.com
5 Tremco Inc; www tremcosealants corn
6 Substitutions See Section 01 6000 Product Requirements.
B Polyurethane Silicone Hybrid Sealants.
1 Pecora Corporation Product Pro -Sil www pecora.com
2. BASF Construction Chemicals Building Systems, Product Sonalastic 150* www.chemrex.com
3 Tremco Inc* www tremcosealants corn
4 Substitutions. See Section 01 6000 Product Requirements.
C Polyurethane Low Modulus
1 Sikaflex 15LM www.sikaindustry corn
2. Vulkem 93 www tremcosealants corn
D Polysulfide Sealants
1 Pecora Corporation www pecora corn
2. BASF Construction Chemicals Building Systems www.chemrex.com
3 Substitutions See Section 01 6000 Product Requirements.
E. Butyl Sealants
1 Pecora Corporation www pecora.com
2. Tremco Inc* www tremcosealants corn
3 Substitutions See Section 01 6000 Product Requirements.
F Acrylic Latex Sealants
1 Pecora Corporation www pecora.com
2. Tremco Inc www tremcosealants corn
3 Substitutions See Section 01 6000 Product Requirements
G Preformed Compressible Foam Sealers
1 Dayton Superior Corporation www daytonsuperior corn
2. Substitutions See Section 01 6000 Product Requirements
2.2 SEALANTS
A. General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C 834 Type OP Grade NF single
component, paintable
1 Color Match adjacent finished surfaces
2 Applications
a Interior wall and ceiling control joints
b Other interior joints for which no other type of sealant is indicated
B Butyl Sealant: ASTM C 920 Grade NS Class 12 1/2 Uses NT M A, G O single component,
solvent release non skinning non sagging
1 Color* Standard colors matching finished surfaces
2 Movement Capability Plus and minus 12 1/2 percent.
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3 Service Temperature Range: 13 to 180 degrees F
4 Shore A Hardness Range: 10 to 30
5 Applications. Use for
a. Interior acoustical joints hidden from view
C One -Part Fire Stopping Sealant: Use in a through penetration fire stop system for sealing openings
around cables, conduit, pipes and similar penetrations through walls and floors.
1 Products. Subject to compliance provide one of the following
a. Dow Corning Corporation Dow Corning® 790 Silicone Building Sealant
b 3MTM Fire Barrier Sealants www.3m.com
1) 3MTM Fire Barrier IC 15WB Sealant is a latex sealant designed for use as a one -part
fire, smoke, noxious gas and water sealant. In addition the unique intumescent
property of this material (expands when heated) means that as the noncombustible
pipe, cable or pipe insulation is consumed by fire, sealant expands to maintain the
penetration seal
2) 3MTM Fire Barrier CP 25WB+ Caulk is a premium elastomeric latex caulk designed for
use as a one -part fire, smoke, noxious gas and water sealant. In addition, the unique
intumescent property of this material (expands when heated) means that as cable or
pipe insulation is consumed by fire, CP 25WB+ Caulk expands to maintain the
penetration seal
3) 3MTM FireDam 150+ is the economical alternative to costly firestopping applications. It
is used to firestop metal pipes or cables through concrete or gypsum and for use in
dynamic head -of -wall systems. A single -part, non -sag, water -based acrylic latex
sealant.
2.3 ACCESSORIES
A. Joint Cleaner Non corrosive and non staining type, recommended by sealant manufacturer
compatible with joint forming materials.
B Masking Tape Nonstaining non absorbent material compatible with joint sealants and surfaces
adjacent to joints.
C Provide accessories as necessary for a complete working installation, including but not limited to
backup material joint filler setting blocks, spacer shims and tapes
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that substrate surfaces are ready to receive work.
B Verify that joint backing and release tapes are compatible with sealant.
3.2 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B Thoroughly clean joint surfaces using cleaners approved by sealant manufacturer whether primers are
required or not.
1 Remove all traces of previous sealant and joint backer by mechanical methods, such as by
cutting, grinding and wire brushing, in manner not damaging to surrounding surfaces.
2 Remove paints from joint surfaces except for permanent, protective coatings tested and approved
for sealant adhesion and compatibility by sealant manufacturer
3. Remove wax, oil grease, dirt film residues, temporary protective coatings and other residues by
wiping with cleaner recommended for that purpose. Use clean, white, lint -free cloths and change
cloths frequently
4 Remove dust by blowing clean with oil -free, compressed air
C Prime joint substrates where required.
1 Use and apply primer according to sealant manufacturers recommendations.
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2 Confine primers to sealant bond surfaces; do not allow spillage or migration onto adjoining
surfaces
D Perform preparation in accordance with manufacturer's instructions and ASTM C 1193
E. Protect elements surrounding the work of this section from damage or disfigurement.
F Taping:
1 Use masking tape where required to prevent sealant or primer contact with adjoining surfaces
that would be permanently stained or otherwise damaged by such contact or the cleaning
methods required for removal
2. Apply tape so as not to shift readily and remove tape immediately after tooling without disturbing
joint seal.
3.3 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and
material installation instructions.
B. Install sealants immediately after joint preparation
C Mix and apply multi- component sealants in accord with manufacturer's printed instructions.
D Perform installation in accordance with ASTM C 1193
E. Elastomeric Sealant Installation Standard: Comply with recommendations of ASTM C962 for use of
joint sealants as applicable to materials, applications and conditions indicated.
F Latex Sealant Installation Standard: Comply with requirements of ASTM C790 for use of latex
sealants.
G Measure joint dimensions and size joint backers to achieve width -to -depth ratio neck dimension, and
surface bond area as recommended by manufacturer
1 Provide joint backer material uniformly to depth required by sealant manufacturer for proper joint
design using a blunt instrument.
a. Fit securely by compressing backer material 25 percent to 50 percent so no displacement
occurs during tooling.
b Avoid stretching or twisting joint backer
H Install bond breaker where joint backing is not used
I Apply sealant depth of 1/8 inch minimum to 3/8 inch maximum over crown of backer rod
J Install backup material or joint filler setting blocks, spacer shims, and tapes as required
K. Apply sealants in a uniform continuous operation horizontally in 1 direction and vertically from bottom
to top of joint opening. Apply positive pressure adequate to properly fill and seal joint width to depths
recommended by sealant manufacturer Install sealants to fill joints completely from the back, without
voids or entrapped air using proven techniques, proper nozzles and sufficient force that result in
sealants directly contacting and fully wetting joint surfaces.
L. Install sealant free of air pockets, foreign embedded matter ridges, and sags
M. Apply sealant within recommended application temperature ranges. Consult manufacturer when
sealant cannot be applied within these temperature ranges.
N Tool sealants in manner that forces sealant against back of joint, ensures firm, full contact at joint
interfaces and leaves a finish that is smooth, uniform and free of ridges, wrinkles, sags, air pockets
and embedded impurities.
1 Dry tooling is preferred; tooling liquids that are non staining, non damaging to adjacent surfaces
and approved by sealant manufacturer may be used if necessary when care is taken to ensure
that the liquid does not contact joint surfaces before the sealant.
2 Tool joints concave unless shown otherwise Where horizontal joints are between a horizontal
surface and a vertical surface, fill joint to form slight cove so that joint will not trap moisture and
foreign matter
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3 Provide recessed tooled joints where the outer face of substrate is irregular
O Tool and /or strike sealants with appropriate tool applying light pressure to spread sealants against
backup material and joint surfaces to ensure void -free application
P All penetrations must be fire caulked Install fire stopping sealant, including forming, packing and other
accessory materials to fill openings around mechanical and electrical services penetrating floors and
walls to provide fire -stops with fire resistance ratings indicated for floor or wall assembly in which
penetration occurs. Comply with installation requirements established by testing and inspecting
agency
Q. Cure sealants in compliance with manufacturer's published instructions
3 4 CLEANING
A. Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods and
with cleaning materials approved by manufacturers of joint sealers and of products in which joints
occur
B Remove excess sealants from glass, metal and plastic surfaces while still uncured
C Remove excess sealants from porous surfaces after initial cure or set -up
3 5 PROTECTION
A. Protect sealants in joints from damage until fully cured
B Protect joint sealers during and after curing period from contact with contaminating substances or from
damage resulting from construction operations or other causes so that they are without deterioration or
damage at time of substantial completion If despite such protection, damage or deterioration occurs,
cut out and remove damaged or deteriorated joint sealers immediately and reseal joints with new
materials to produce joint sealer installations with repaired areas indistinguishable from original work.
END OF SECTION
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SECTION 07 84 00
FIRESTOPPING
PART 1 GENERAL
1 1 DESCRIPTION
A. Closures of openings in walls, floors, and roof decks against penetration of flame, heat, and
smoke or gases in fire resistant rated construction.
B Closure of openings in walls against penetration of gases or smoke in smoke partitions.
1.2 RELATED WORK
A. Sealants and application Section 07 92 00 JOINT SEALERS
1.3 SUBMITTALS
A. Submit in accordance with Division 01 Requirements.
B Manufacturers literature, data, and installation instructions for types of firestopping and smoke
stopping used.
C List of FM UL, or WH classification number of systems installed.
D Certified laboratory test reports for ASTM E814 tests for systems not listed by FM UL, or WH
proposed for use.
1.4 DELIVERY AND STORAGE
A. Deliver materials in their original unopened containers with manufacturer's name and product
identification.
B. Store in a location providing protection from damage and exposure to the elements.
1.5 WARRANTY
Firestopping work subject to the terms of the Article 'Warranty of Construction' except extend the
warranty period to five years.
1.6 QUALITY ASSURANCE
FM, UL, or WH or other approved laboratory tested products will be acceptable.
1 7 APPLICABLE PUBLICATIONS
A. Publications listed below form a part of this specification to the extent referenced. Publications
are referenced in the text by the basic designation only
B. American Society for Testing and Materials (ASTM):
E84 -07 Surface Burning Characteristics of Building Materials
E814 -06 Fire Tests of Through- Penetration Fire Stops
C Factory Mutual Engineering and Research Corporation (FM):
Annual Issue Approval Guide Building Materials
D Underwriters Laboratories, Inc. (UL):
Annual Issue Building Materials Directory
Annual Issue Fire Resistance Directory
1479 -03 Fire Tests of Through- Penetration Firestops
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E. Warnock Hersey (WH):
Annual Issue Certification Listings
PART 2 PRODUCTS
2.1 FIRESTOP SYSTEMS
A. Use either factory built (Firestop Devices) or field erected (through- Penetration Firestop Systems)
to form a specific building system maintaining required integrity of the fire barrier and stop the
passage of gases or smoke.
B Through penetration firestop systems and firestop devices tested in accordance with ASTM E814
or UL 1479 using the 'F' or 'T' rating to maintain the same rating and integrity as the fire barrier
being sealed. 'T' ratings are not required for penetrations smaller than or equal to 100 mm (4 in)
nominal pipe or 0 01 m (16 sq. in.) in overall cross sectional area.
C Products requiring heat activation to seal an opening by its intumescence shall exhibit a
demonstrated ability to function as designed to maintain the fire barrier
D Firestop sealants used for firestopping or smoke sealing shall have following properties.
1 Contain no flammable or toxic solvents.
2. Have no dangerous or flammable out gassing during the drying or curing of products.
3. Water- resistant after drying or curing and unaffected by high humidity condensation or
transient water exposure.
4 When used in exposed areas, shall be capable of being sanded and finished with similar
surface treatments as used on the surrounding wall or floor surface.
E. Firestopping system or devices used for penetrations by glass pipe, plastic pipe or conduits,
unenclosed cables, or other non metallic materials shall have following properties:
1 Classified for use with the particular type of penetrating material used.
2. Penetrations containing loose electrical cables, computer data cables, and communications
cables protected using firestopping systems that allow unrestricted cable changes without
damage to the seal.
3. Intumescent products which would expand to seal the opening and act as fire, smoke, toxic
fumes, and, water sealant.
F Maximum flame spread of 25 and smoke development of 50 when tested in accordance with
ASTM E84
G FM, UL, or WH rated or tested by an approved laboratory in accordance with ASTM E814
H Materials to be asbestos free
2.2 SMOKE STOPPING IN SMOKE PARTITIONS
A. Use silicone sealant in smoke partitions as specified in Section 07 92 00 JOINT SEALERS
B Use mineral fiber filler and bond breaker behind sealant.
C Sealants shall have a maximum flame spread of 25 and smoke developed of 50 when tested in
accordance with E84
FIRESTOPPING 078400 2
D When used in exposed areas capable of being sanded and finished with similar surface
treatments as used on the surrounding wall or floor surface.
PART 3 EXECUTION
3.1 EXAMINATION
Submit product data and installation instructions, as required by article, submittals, after an on
site examination of areas to receive firestopping.
3.2 PREPARATION
A. Remove dirt, grease, oil, loose materials, or other substances that prevent adherence and
bonding or application of the firestopping or smoke stopping materials.
B. Remove insulation on insulated pipe for a distance of 150 mm (six inches) on either side of the
fire rated assembly prior to applying the firestopping materials unless the firestopping materials
are tested and approved for use on insulated pipes.
3.3 INSTALLATION
A. Do not begin work until the specified material data and installation instructions of the proposed
firestopping systems have been submitted and approved.
B. Install firestopping systems with smoke stopping in accordance with FM, UL, WH, or other
approved system details and installation instructions.
C. Install smoke stopping seals in smoke partitions.
3.4 CLEAN -UP AND ACCEPTANCE OF WORK
A. As work on each floor is completed, remove materials, litter and debris.
B. Do not move materials and equipment to the next scheduled work area until completed work is
inspected and accepted by the Owner's Representative.
C Clean up spills of liquid type materials.
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D Maintain at the project site a copy of all reference standards dealing with installation.
1.6 DELIVERY STORAGE, AND HANDLING
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SECTION 081113 HOLLOW METAL DOORS AND FRAMES
PART 1 GENERAL
1 1 SECTION INCLUDES
A. Fire -rated steel doors and frames
1.2 RELATED REQUIREMENTS
A. Section 08 7100 Door Hardware.
B Section 09 9000 Painting and Coating Field painting.
1.3 REFERENCE STANDARDS
A. ANSI /ICC A117 1 American National Standard for Accessible and Usable Buildings and Facilities;
International Code Council; 2003
B ANSI A250.8 SDI -100 Recommended Specifications for Standard Steel Doors and Frames; 2003
C ANSI A250 10 Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel
Doors and Frames; 1998 (R2004).
D BHMA A156 115 Hardware Preparation in Steel Doors and Steel Frames; 2006
E. DHI A115 Series Specifications for Steel Doors and Frame Preparation for Hardware; Door and
Hardware Institute; 2000 (ANSI /DHI A115 Series)
F ITS (DIR) Directory of Listed Products; Intertek Testing Services NA, Inc. current edition.
G NAAMM HMMA 840 Guide Specifications for Installation and Storage of Hollow Metal Doors and
Frames; The National Association ofArchitectural Metal Manufacturers; 2007
H NFPA 80 Standard for Fire Doors and Fire Windows, National Fire Protection Association, 2007
I NFPA 252 Standard Methods of Fire Tests of Door Assemblies; National Fire Protection Association;
2008
J UBC Std 7 2, Part II Test Standard for Smoke- and Draft control Assemblies, International
Conference of Building Officials; 1997
14 SUBMITTALS
A. See Section 01 3000 Administrative Requirements for submittal procedures.
B Shop Drawings. Indicate frame configuration, anchor types and spacings, location of cutouts for
hardware reinforcement and finish
1 Include a schedule identifying each unit, with door marks or numbers referencing the numbering
in the Contract Documents.
C Manufacturer's Certificate: Certification that products meet or exceed specified requirements.
1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this
section with minimum three years documented experience
B Steel Door and Frame Standard Comply with ANSI A 250 8 unless more stringent requirements are
indicated.
C Fire -Rated Door Frame Assemblies: Assemblies complying with NFPA 80 that are listed and labeled
by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire protection
ratings indicated.
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A. Store in accordance with NAAMM HMMA 840
B Protect with resilient packaging, avoid humidity build -up under coverings; prevent corrosion
17 SEQUENCING
A. Coordinate the work with frame opening construction door and hardware installation
B. Furnish templates and printed instructions of manufacturers of door hardware specified in Section
08710 to manufacturer of products of this section in time for fabrication.
1.8 OPENING SIZES
A. Method of measuring width of openings shall be measured from inside to inside of frame jamb rabbets.
Height of openings shall be measured from the finished floor to the head rabbet of the frame.
B Provide clearance for doors, unless otherwise shown as follows. 1/8 inch at each jamb and head 1/8
inch at meeting stiles of pairs of doors, and 1/2 inch at bottom where no threshold or carpet is required
C Where a threshold is indicated, provide 1/8 inch clearance above the threshold unless noted
otherwise in the drawings.
D Where carpet is indicated provide 1 /4 inch clearance above the carpet.
19 WARRANTY
A. Materials and workmanship shall be warranted by manufacturer for the life of the original installation
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Steel Doors and Frames:
1 Assa Abloy Ceco or Curries. www.assaabloydss.com
2. Windsor Republic Doors. www.republicdoor com
3 Steelcraft: www.steelcraft.com
4 Kewanee Corporation
5. Substitutions. See Section 01 6000 Product Requirements.
2.2 DOORS AND FRAMES
A. Requirements for All Doors and Frames.
1 Accessibility Comply with ANSI /ICC A117 1
2. Door Top Closures. Flush with top of faces and edges.
3. Door Edge Profile: Beveled on both edges.
4 Door Texture Smooth faces.
5 Hardware Preparation In accordance with BHMA A156 115, with reinforcement welded in place,
in addition to other requirements specified in door grade standard
6 Finish Per Door Schedule, (Drawings) and Finish Legend
B Combined Requirements: If a particular door and frame unit is indicated to comply with more than
one type of requirement, comply with all the specified requirements for each type; for instance, an
exterior door that is also indicated as being sound -rated must comply with the requirements specified
for exterior doors and for sound -rated doors, where two requirements conflict, comply with the most
stringent.
2.3 STEEL DOORS
A. Interior Doors, Fire -Rated
1 Grade. ANSI A250.8 Level 2, physical performance Level B, Model 2, seamless.
2. Fire Rating: As indicated on Door and Frame Schedule, with temperature rise ratings as
required by code, tested in accordance with NFPA 252
a. Provide units listed and labeled by UL or WH
b Attach fire rating label to each fire rated unit.
HOLLOW METAL DOORS AND FRAMES 08 1113 2
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2.5 FINISH MATERIALS
A. Primer Rust inhibiting, complying with ANSI A250 10 door manufacturer's standard
PART 3 EXECUTION
31 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that opening sizes and tolerances are acceptable.
3.2 INSTALLATION
A. Install in accordance with the requirements of the specified door grade standard and NAAMM HMMA
840
B In addition, install fire rated units in accordance with NFPA 80
C Coordinate frame anchor placement with wall construction.
D Coordinate installation of hardware.
3.3 TOLERANCES
A. Clearances Between Door and Frame: As specified in ANSI A250.8
B Maximum Diagonal Distortion. 1/16 in measured with straight edge, corner to corner
3 4 ADJUSTING
A. Adjust operable parts for correct clearances and function, making final corrections as required
assuring that work of this section is complete and undamaged
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3 Smoke and Draft Control Doors. In addition to required fire rating, comply with air leakage
requirements of UBC Std 7 2, Part II with 'S' label, if necessary provide additional gasketing or
edge sealing.
4 Core. Mineral fiberboard
5 Finish: Factory primed for field finishing
2 4 STEEL FRAMES
A. Interior Door Frames, Fire -Rated Face welded type.
1 Fire Rating Same as door labeled.
2. Finish. Factory primed for field finishing
END OF SECTION
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2.2 ACCESS DOORS AND PANELS
SECTION 083100 ACCESS DOORS AND PANELS
PART 1 GENERAL
1 1 SECTION INCLUDES
A. Access door and frame units, fire rated, in ceiling locations.
1.2 RELATED REQUIREMENTS
A. Section 09 9000 Painting and Coating Field paint finish
1 3 REFERENCE STANDARDS
A. ITS (DIR) Directory of Listed Products, Intertek Testing Services NA, Inc. current edition.
B UL (FRD) Fire Resistance Directory Underwriters Laboratories Inc. current edition.
1 4 DESIGN REQUIREMENTS
A. Fabricate floor access assemblies to support live load of 100 lb/sq ft with deflection not to exceed
1/180 of span
15 SUBMITTALS
A. See Section 01 3000 Administrative Requirements, for submittal procedures
B Product Data. Provide sizes, types, finishes, hardware, scheduled locations and details of adjoining
work.
C Shop Drawings. Indicate exact position of all access door units.
D Project Record Documents: Record actual locations of all access units
1.6 REGULATORY REQUIREMENTS
A. Conform to applicable code for fire rated access doors.
1 Provide access doors of fire rating equivalent to the fire rated assembly in which they are to be
installed
B Provide products listed and labeled by UL or ITS (Warnock Hersey) as suitable for the purpose
specified and indicated
1 7 PROJECT CONDITIONS
A. Coordinate the work with other work requiring access doors.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Access Doors.
1 Acudor Products Inc: www.acudor.com
2. Karp Associates, Inc: www.karpinc.com
3 Milcor by Commercial Products Group of Hart Cooley Inc: www milcorinc.com
4 Substitutions. See Section 01 6000 Product Requirements.
A. All Units: Factory fabricated, fully assembled units with corner joints welded, filled, and ground flush;
square and without rack or warp coordinate requirements with assemblies units are to be installed in
2.3 ACCESS DOOR UNITS
A. Door and Frame Units. Formed steel
1 Frames and flanges: 0 058 inch steel.
2. Door panels: 0 070 inch double sheet with integral non combustible insulation filler
3 Size As indicated.
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PART 3 EXECUTION
31 EXAMINATION
A. Verify that rough openings are correctly sized and located.
3.2 MODIFICATION OF FRAMING
A. Modify framing as required for correct fit of access doors
3.3 INSTALLATION
A. Install units in accordance with manufacturer's instructions
B Install frames plumb and level in openings. Secure rigidly in place.
C Position units to provide convenient access to the concealed work requiring access Avoid conflicts
with existing building systems field confirm prior to implementation
END OF SECTION
ACCESS DOORS AND PANELS 08 3100 2
4 Hardware.
a. Hinge: Concealed constant force closure spring type
b Lock: Screw driver slot for quarter turn cam lock.
5 Prime coat with alkyd primer
6 Refer to Drawings for Fire Rating requirements.
2.4 FABRICATION
A. Weld, fill and grind joints to ensure flush and square unit.
2 5 FINISHES
A. Base Metal Protection Prime coat units with alkyd primer to match door frame color (refer to Finish
Schedule).
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PART 1 GENERAL
1 1 SECTION INCLUDES
SECTION 087100 DOOR HARDWARE
A. Hardware for hollow steel doors.
1 Match hospital standards.
B Work includes the furnishing and installation of all mechanical and electrical finish hardware necessary
for all doors, as required by actual conditions at the building. The hardware shall include the furnishing
of all necessary screws, bolts, expansion shields, drop plates, and all other devices necessary for the
proper application of the hardware Installation shall also include field modification and preparation of
existing doors and /or frames (where applicable) for new hardware being installed
1.2 RELATED REQUIREMENTS
A. Section 08 1113 Hollow Metal Doors and Frames.
1.3 REFERENCE STANDARDS
A. ANSI /ICC A117 1 American National Standard for Accessible and Usable Buildings and Facilities;
International Code Council; 2003
B DHI (LOGS) Recommended Locations for Architectural Hardware for Standard Steel Doors and
Frames; Door and Hardware Institute, 2004
C NFPA 101 Code for Safety to Life from Fire in Buildings and Structures; National Fire Protection
Association; 2009
1 4 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the manufacture, fabrication, and installation of products onto which door hardware will be
installed.
B. Furnish templates for door and frame preparation to manufacturers and fabricators of products
requiring internal reinforcement for door hardware.
C Convey Owner's keying requirements to manufacturers.
D Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner
1.5 SUBMITTALS
A. See Section 01 3000 Administrative Requirements, for submittal procedures.
B. Shop Drawings.
1 Indicate locations and mounting heights of each type of hardware, schedules, catalog cuts,
electrical characteristics and connection requirements.
2 Submit manufacturer's parts lists and templates
C Keys. Deliver with identifying tags to Owner by security shipment direct from hardware supplier
D Operations and Maintenance Data /Project Record Documents. Manuals shall contain final copy of
the following
1 Warranty Submit manufacturer's warranty and ensure that forms have been completed in
Owner's name and registered with manufacturer as applicable.
2. Finish hardware submittal key schedule and wiring diagrams.
3 Maintenance Data: Include data on operating hardware, lubrication requirements, and
inspection procedures related to preventative maintenance as applicable
E. Warranty Submit manufacturer's warranty and ensure that forms have been completed in Owner's
name and registered with manufacturer
1.6 QUALITY ASSURANCE
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A. Hardware Supplier Qualifications. Company specializing in supplying commercial door hardware with
five years of experience.
1 Supplier Finish hardware shall be supplied by a recognized builders' hardware supplier who has
been furnishing hardware in the same area as the project for a period of not less than five (5)
years. They shall be a factory direct, authorized distributor of the Locksets and Door Closers.
2 Hardware Supplier Personnel. The supplier's organization shall include an Architectural Hardware
Consultant (AHC) certified by the Door and Hardware Institute who is available at all reasonable
times during the course of the work to meet with the Owner Architect or Contractor for project
hardware consultation
B Source: Obtain each kind of Hardware (Butts, Locksets, Door Closers, etc.) from only one
manufacturer
C Installer Finish hardware shall be installed only by experienced tradesmen in compliance with trade
union jurisdictions, either at the door and frame fabrication plant or at the project site
1 7 DELIVERY STORAGE, AND HANDLING
A. Package hardware items individually label and identify each package with door opening code to
match hardware schedule
18 COORDINATION
A. Coordinate the work with other directly affected sections involving manufacture or fabrication of
internal reinforcement for door hardware.
B Furnish templates for door and frame preparation
C Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner
1.9 WARRANTY
A. See Section 01 7800 Closeout Submittals, for additional warranty requirements.
B Coverage Finish hardware shall be guaranteed against defects in workmanship and operation for a
period of one (1) year from substantial completion, backed by a factory guarantee of the hardware
manufacturer The following products shall be guaranteed for periods beyond One (1) Year
1 Door Closers. 10 years, except electronic closers, 2 years.
2. Exit Devices: 3 years, except electrified devices, 1 year
3 Locksets. 3 years, except electrified locksets, 1 year
PART 2 PRODUCTS
2.1 SUPPLIERS
A. Benson Industries, LLC Tel 253 474 -5356
B Builder's Hardware and Supply Inc. Tel 1 -800- 999 -5158
C Substitutions. See Section 01 6000 Product Requirements.
2.2 MANUFACTURERS
A. Door Hardware Supplier to match existing Owner's door hardware standards.
1 Refer to the Drawings for performance requirements
B. Substitutions See Section 01 6000 Product Requirements
2.3 HARDWARE MATERIALS AND FABRICATION
A. Compatibility Provide fasteners which are compatible with both unit fastened and substrate, and
which will not cause corrosion or deterioration of hardware, base material or fastener
2 4 GENERAL REQUIREMENTS FOR DOOR HARDWARE PRODUCTS
A. Provide products that comply with the following:
1 Applicable provisions of Federal State, and local codes.
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2. ANSI /ICC A117 1 American National Standard for Accessible and Usable Buildings and
Facilities.
3. Applicable provisions of NFPA 101 Life Safety Code.
B Finishes. Match existing finishes and confirm final selections with Architect.
1 Finish in general shall be: US26D Satin Chrome plated (BHMA 626) except:
a. Locksets, Exit Devices, Push Plates, Door Pulls, Overhead Stops, Continuous and Exterior
Hinges. US32D Satin Stainless Steel (BHMA 630)
b Interior Hinges. US26D Satin Chrome Plates over Steel (BHMA 652)
c. Door Closers. Sprayed Aluminum (BHMA 689)
d Kick Plates. US32D Satin Stainless Steel (BHMA 630).
e Smoke Gasketing As Selected
2.5 KEYING
A. Door Locks Grand master keyed
1 Key to existing keying system
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that doors and frames are ready to receive work and dimensions are as indicated on shop
drawings.
B Verify that electric power is available to power operated devices and of the correct characteristics.
3.2 INSTALLATION
A. Install hardware in accordance with manufacturer's instructions and applicable codes
B Use templates provided by hardware item manufacturer
C Mounting heights for hardware from finished floor to center line of hardware item
1 For steel doors and frames Comply with DHI 'Recommended Locations for Architectural
Hardware for Steel Doors and Frames."
2. Cutting and Fitting Wherever cutting and fitting are required to install hardware surfaces which
will be painted or finished at a later time, install each item completely and then remove and store
in a secure place. After completion of the finishes, re- install each item
3 Door and Frame Finishes: Do not install surface mounted items until finishes have been
completed on the substrate
4 Door shall swing to the maximum degree that project conditions will allow The swings indicated
on the floor plan are intended to depict direction and do not indicate full degree of opening.
3.3 FIELD QUALITY CONTROL
A. Provide an Architectural Hardware Consultant to inspect installation and certify that hardware and
installation has been furnished and installed in accordance with manufacturer's instructions and as
specified
3 4 ADJUSTING
A. Adjust hardware for smooth operation
3.5 PROTECTION
A. Do not permit adjacent work to damage hardware or finish.
3.6 SCHEDULE SEE DRAWINGS
END OF SECTION
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SECTION 092116 GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
1 1 SECTION INCLUDES
A. Metal stud wall framing.
B Shaft wall system
C Gypsum wallboard
D Temporary walls for dust control
E. Joint treatment and accessories.
1.2 RELATED SECTIONS
A. Section 01 7000 Execution Requirements
B Section 07 9005 Joint Sealers
C Section 09 9000 Painting for gypsum board prime and finish coats
1.3 REFERENCE STANDARDS
A. ASTM C 475/C 475M Standard Specification for Joint Compound and Joint Tape for Finishing
Gypsum Board, 2002 (Reapproved 2007)
B ASTM C 645 Standard Specification for Nonstructural Steel Framing Members; 2007
C ASTM C 754 Standard Specification for Installation of Steel Framing Members to Receive
Screw Attached Gypsum Panel Products; 2007
D ASTM C 840 Standard Specification for Application and Finishing of Gypsum Board; 2007
E. ASTM C 1047 Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer
Base; 2005
F ASTM C 1396/C 1396M Standard Specification for Gypsum Board 2006a.
G ASTM E 72 Standard Test Methods of Conducting Strength Tests of Panels for Building
Construction, 2005.
H. GA -214 Recommended Levels of Gypsum Board Finish, Gypsum Association 2007
I Northwest Wall and Ceiling Bureau Standards for Gypsum Wall Board Current Edition
14 SUBMITTALS
A. None Required
1.5 QUALITY ASSURANCE
A. Perform in accordance with ASTM C 840 Comply with requirements of GA -600 for fire -rated
assemblies
B Installer Qualifications. Company specializing in performing gypsum board application and finishing,
with minimum 5 years of documented experience
1 6 REGULATORY REQUIREMENTS
A. Conform to applicable code for fire rated assemblies and as indicated on drawings.
1 7 SITE CONDITIONS
A. Infection Control Requirements. Contractor to coordinate directly with facilities infection control (ICP)
and safety and security personnel Refer to Drawings and Section 013000 Administrative
Requirements.
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PART 2 PRODUCTS
2.1 GYPSUM BOARD ASSEMBLIES
A. Provide completed assemblies complying with ASTM C 840 and GA -216
B Shaft Walls. Provide completed assemblies with the following characteristics (refer to Drawings)
1 Air Pressure Within Shaft: Intermittent loads of 5 lbf/sq ft with maximum mid -span deflection of
L/240
2. Fire Rated Assemblies. Provide completed assemblies refer to Drawings
2.2 METAL FRAMING MATERIALS
A. Manufacturers Metal Framing, Connectors, and Accessories:
1 Clark Western Building Systems www clarkwestern corn
2. Dale /Incor www daleincor.com
3 Dietrich Metal Framing: www.dietrichindustries.com
4 Marino \Ware. www.marinoware.com
5 Substitutions. See Section 01 6000 Product Requirements
B Metal Framing Connectors and Accessories.
1 Same manufacturer as framing.
2. Simpson Strong -Tie Company Inc. wwwstrongtie.com
C Non Loadbearing Framing System Components: ASTM C 645, galvanized sheet steel, of size and
properties necessary to comply with ASTM C 754 for the spacing indicated, with maximum deflection
of wall framing of L/240 at 5 psf
1 Exception The minimum metal thickness and section properties requirements of ASTM C 645
are waived provided steel of 40 ksi minimum yield strength is used the metal is continuously
dimpled, the effective thickness is at least twice the base metal thickness, and maximum stud
heights are determined by testing in accordance with ASTM E 72 using assemblies specified by
ASTM C 754
2. Studs. 'C' shaped with flat or formed webs with knurled faces.
3 Runners. U shaped sized to match studs.
D Metal Backing and Reinforcement: Provide 16 gauge steel backing for all items being attached to
drywall surfaces indicated in equipment schedule and on drawings
1 Field confirm backing locations with Owner during rough -in and prior to cover
E. Shaft Wall Studs and Accessories: ASTM C 645, galvanized sheet steel of size and properties
necessary to comply with ASTM C 754 and specified performance requirements
1 Manufacturers Shaft Wall Studs and Accessories:
a. Same manufacturer as other framing materials.
F Ceiling Hangers Type and size as specified in ASTM C 754 for spacing required
G Partition Head to Structure Connections. Provide track fastened to structure with legs of sufficient
length to accommodate deflection, for friction fit of studs cut short and fastened as indicated on
drawings.
H Tracks and Runners. Same material and thickness as studs, bent leg retainer notched to receive
studs with provision for crimp locking to stud
I Furring and Bracing Members. Of same material as studs; thickness to suit purpose; complying with
applicable requirements of ASTM C 754
J Sheet Metal Backing: 0 036 inch thick, galvanized
K. Anchorage Devices. Power actuated
2.3 GYPSUM BOARD MATERIALS
A. Manufacturers Gypsum -Based Board
1 CertainTeed Corporation www.certainteed corn
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2. Georgia- Pacific Gypsum LLC• www.gp com /gypsum
3 National Gypsum Company* www.nationalgypsum corn
4 USG Corporation. www.usg.com
5 Single Source Responsibility Obtain gypsum board products, joint treatment products, and
textured coatings from a single manufacturer
B Gypsum Wallboard Paper -faced gypsum wallboard as defined in ASTM C 1396/C 1396M sizes to
minimize joints in place; ends square cut.
1 Fire Resistant Type: Complying with Type X requirements; UL or WH rated
a. At Assemblies Indicated with Fire Rating: Use type required by indicated tested assembly
if no tested assembly is indicated use Type X.
b Application. Use at all locations, unless otherwise indicated.
c. Thickness: 5/8 inch unless otherwise indicated
C Shaftwall and Coreboard: Type X, 1 inch thick by 24 inches wide, beveled long edges, ends square
cut.
1 Paper Faced Type. Gypsum shaftliner board or gypsum coreboard as defined ASTM C 1396/C
1396M water resistant faces.
2 4 ACCESSORIES
A. General Provide auxiliary materials that comply with referenced installation standards and
manufacturer's written recommendations.
B Metal Trim and Framing Accessories.
1 Square Corner Trim Galvanized steel 1 1/4 inch wide.
2. Edge Trim Galvanized steel 7/8 inch exposed face.
3 Crack Control Joint Trim One piece zinc, 1 -3/4 inch total width with 1/4 inch open slot covered
with plastic tape for removal after finishing.
4 As indicated on the Drawings.
5 Shaft Wall Framing Angles 24 gage corrosion resistant steel and 0 063 inch thick aluminum
framing angles furnished or recommended by shaft wall stud manufacturer
C Electrical Box Sealer Use to seal back and sides of all junction boxes recessed in acoustically rated
partitions.
D Finishing Accessories ASTM C 1047 galvanized steel, unless otherwise indicated.
1 Types. As detailed or required for finished appearance.
2. Special Shapes: In addition to conventional cornerbead and control joints, provide U -bead at
exposed panel edges
3 Crack Control Joint Trim One piece zinc, 1 -3/4 inch total width, with 1/4 inch open slot covered
with plastic tape for removal after finishing
E. Joint Materials ASTM C 475 and as recommended by gypsum board manufacturer for project
conditions.
1 Tape: 2 inch wide, creased paper tape for joints and corners, except as otherwise indicated
2. Ready -mixed vinyl -based joint compound
F Screws for Attachment to Steel Members Less Than 0 03 inch In Thickness, to Wood Members, and
to Gypsum Board: ASTM C 1002; self piercing tapping type; cadmium plated for exterior locations
G Screws for Attachment to Steel Members From 0 033 to 0 112 inch in Thickness. ASTM C 954 steel
drill screws for application of gypsum board to loadbearing steel studs.
H. Anchorage to Substrate: Tie wire, nails, screws, and other metal supports, of type and size to suit
application, to rigidly secure materials in place.
I Panel Adhesives
1 Panel Adhesives: ASTM C 557
2 Joint Cement: Liquid Nail, or equivalent.
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2.5 FABRICATION FRAMING
A. Fabricate assemblies of framed sections to sizes and profiles required.
B Fit, reinforce, and brace framing members to suit design requirements.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify existing conditions before starting work.
1 Examine structural framing and conditions under which wall and ceiling systems are to be
installed
2. Start of wall and ceiling system Work will indicate acceptance of surfaces and conditions within
each area.
B Verify that rough -in utilities are in proper location
C Protection. Provide temporary covering to eliminate splattering of joint compound and spray texture
on adjacent finished surfaces.
3.2 SHAFT WALL INSTALLATION
A. Shaft Wall Framing. Install in accordance with manufacturer's installation instructions.
B Shaft Wall Liner Cut panels to accurate dimension and install sequentially between special friction
studs
3 3 INSTALLATION OF STUD FRAMING
A. Metal Framing: Install in accordance with ASTM C 754 and manufacturer's instructions.
B Studs. Space studs as permitted by standard.
1 Extend partition framing to structure where indicated and to ceiling in other locations.
2. Partitions Terminating at Ceiling. Attach ceiling runner securely to to ceiling framing in
accordance with details
C Partitions Terminating at Structure. Per structural details (See Drawings)
D Openings. Reinforce openings as required for weight of doors or operable panels, using not less than
double studs at jambs.
E. Double stud at wall openings, door and window jambs, not more than 2 inches from each side of
openings
F Coordinate installation of bucks, anchors, and blocking with electrical and mechanical work to be
placed within or behind stud framing.
G Furring for Fire Ratings: Install as required for fire resistance ratings indicated and to GA -600
requirements.
H Backer plates and blocking: Provide for attachment and support of electrical outlets, plumbing,
heating fixtures, recessed type plumbing fixture accessories, access panel frames, wall bumpers,
chalkboards, tackboards, wall -hung casework, handrail brackets, recessed fire extinguisher cabinets
and other items supported by stud construction as indicated at equipment schedule and on drawings.
1 Provide additional studs where required Install metal backing plates, or special metal shapes as
required, securely fastened to metal studs
2. Install backing and anchors for door frames and wall- mounted fixtures and equipment.
3 Where handrails, grab bars, cabinets, wall- mounted door stops, or other wall -hung items are
attached to partitions, install backer plates accurately positioned and firmly secured to metal
studs, whether or not such backer plates are indicated on Drawings.
4 Install blocking for support of plumbing fixtures Bolt or screw steel channels to studs
3 4 CEILING AND SOFFIT FRAMING
A. Comply with requirements of ASTM C 754
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B Suspended Ceilings and Soffits. Space framing and furring members as indicated
C Install furring after work above ceiling or soffit is complete. Coordinate the location of hangers with
other work.
D Install furring independent of walls, columns, and above ceiling work.
E. Securely anchor hangers to structural members or embed in structural slab Space hangers as
required to limit deflection to criteria indicated. Use rigid hangers at exterior soffits.
F Space main carrying channels at maximum 72 inch on center and not more than 6 inches from wall
surfaces. Lap splice. securely
G Securely fix carrying channels to hangers to prevent turning or twisting and to transmit full load to
hangers.
H Place furring channels perpendicular to carrying channels, not more than 2 inches from perimeter
walls, and rigidly secure. Lap splices securely
3.5 BOARD INSTALLATION
A. Comply with ASTM C 840 and manufacturer's instructions. Install to minimize butt end joints,
especially in highly visible locations.
B Single -Layer Non Rated. Install gypsum board in most economical direction, with both ends or edges
occurring over firm bearing.
1 Exception: Tapered edges to receive joint treatment at right angles to framing.
C Fire -Rated Construction Install gypsum board in strict compliance with requirements of UL assembly
listing
D Installation on Metal Framing Use screws for attachment of all gypsum board
3 6 INSTALLATION OF TRIM AND ACCESSORIES
A. Dust Containment Refer to Drawings for details and locations.
B Install trim and reglets per manufacturers installation instructions.
C Corner Beads. Install at visually- exposed external corners, using longest practical lengths.
D Install trim flush using longest practical length; miter corners and intersections.
1 Fasten flanges by screws, stapling, or clinching in accordance with manufacturer's instructions.
E. Edge Trim Bead Install where edge of board would be exposed or semi exposed and where board
abuts dissimilar materials
F Caulking Apply sealant to partition perimeters and around penetrations to minimize whistling and dirt
accumulation due to air movement.
3 7 JOINT TREATMENT
A. Paper Faced Gypsum Board Use paper joint tape, bedded with ready -mixed vinyl -based joint
compound and finished with ready -mixed vinyl -based joint compound
B Finish gypsum board in accordance with levels defined in ASTM C 840 and as defined in the
Northwest Wall and Ceiling Bureau Document #304
1 Level 4 Walls and ceilings to receive semi -gloss or gloss paint finish and other areas
specifically indicated
2. Level 1 Used above finished ceilings concealed from view
3 Level 0• Temporary partitions and surfaces indicated to be finished in later stage of project.
C For fire -rated assemblies control joint must be properly backed -up to maintain the fire integrity
D Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive
finishes.
1 Feather coats of joint compound so that camber is maximum 1/32 inch
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2 Taping, filling and sanding is not required at base layer of double layer applications
3.8 FIRE PROTECTION
A. Recessed Items
1 Provide continuous gypsum board fire protection around all items recessed into fire -rated
partitions, except for items that have a fire rating listing equal or greater than the partition
B Comply with track manufacturer's instructions for installation of drywall, insulation cover board and fire
rated compound at top track at fire rated partitions to meet UL assembly requirements
3.9 TOLERANCES AND PROTECTION
A. Maximum Variation of Finished Gypsum Board Surface from True Flatness 1/8 inch in 10 feet in any
direction.
B Correct damage and defects that may telegraph through finish Work.
C Leave Work smooth and uniform
D Protect work from damage and deterioration until date of Substantial Completion
END OF SECTION
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SECTION 096500 RESILIENT FLOORING
PART 1 GENERAL
1 1 SECTION INCLUDES
A. Installer to review existing conditions and prepare bid according to suspected state of demolished
substrate
B Installation requirements for rubber floor tile and accessories
C Manufacturer's Field Services visit if requested by Owner or Architect.
1.2 RELATED REQUIREMENTS
A. Section 07 9005 Joint Sealers
B Division 14 Elevators Install and furnish finished flooring in elevator cabs
1.3 REFERENCE STANDARDS
A. ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials, 1997a.
B ASTM E 648 Standard Test Method for Critical Radiant Flux of Floor- Covering Systems Using a
Radiant Heat Energy Source; 2008b
C ASTM F 710 Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring 2008
D ASTM F 1344 Standard Specification for Rubber Floor Tile, 2004
E. NFPA 253 Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a
Radiant Heat Energy Source, National Fire Protection Association, 2006
F RFCI Recommended Work Practices for Removal of Resilient Floor Coverings; Resilient Floor
Covering Institute, 1998
14 SUBMITTALS
A. See Section 01 3000 Administrative Requirements, for submittal procedures
B Product Data Provide data on specified products, describing installation instructions
C Verification Samples Submit two of the manufacturer's standard samples showing the required colors
and materials for flooring, and applicable accessories.
1 Refer to Drawings for Manufacturer
2 Selection by Architect per Shop Submittal
D Manufacturer's Installation Instructions Indicate special procedures and perimeter conditions requiring
special attention
E. Close Out Submittals
1 Maintenance Data Include maintenance procedures recommended maintenance materials, and
suggested schedule for cleaning stripping, and re- waxing
2 Manufacturers warranty
3 Installer's warranty
F Maintenance Materials Furnish the following for Owner's use in maintenance of project.
1 See Section 01 6000 Product Requirements, for additional provisions.
2. Extra Flooring Material 10 square feet of each type and color
1 5 QUALITY ASSURANCE
A. Installer Qualifications Installer experienced in performing work of this section who has specialized in
installation of work similar to that required for this project.
B Performance Requirements Provide flooring products and accessories that has been manufactured
fabricated and installed to performance criteria certified by manufacturer without defects, damage or
failure
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1 6 FIELD CONDITIONS
A. Store materials for not less than 48 hours prior to installation in area of installation at a temperature of
70 degrees F to achieve temperature stability Thereafter maintain conditions above 55 degrees F
B Install flooring and accessories after the other finishing operations, including painting have been
completed Close spaces to traffic during the installation of the flooring
17 WARRANTY
A. Installer to provide a written guarantee that work will be free from defects in materials and
workmanship for one (1) year
B Submit flooring manufacturer's standard commercial limited written warranty to become effective on
date of Substantial Completion
1 Nora Products One (1) year limited warranty and 10 year Excessive Wear Warranty
1 8 FIELD MEASUREMENTS AND COORDINATION
A. Field Measurements. Verify actual measurements /openings by field measurements before installation
B Coordinate field measurements and installation schedule with construction progress to avoid
construction delays
1 9 EXTRA MATERIALS
A. See Section 01 6000 Product Requirements for additional provisions.
B Provide 100 sq ft of flooring 50 lineal feet of base, of each type and color specified
C Packaged with protective covering for storage and identified with labels describing contents
PART 2 PRODUCTS
2.1 MATERIALS CEMENTITIOUS UNDERLAYMENT
A. Trowelable Leveling and Patching Compounds Formulation as approved by floor covering
manufacturer for applications indicated.
B Portland cement based and shall provide a minimum 3,500 PSI comprehensive strength (ASTM C
109) and sufficiently bond to existing subfloor surface (i e. Ardex, Laticrete, Duralox, Mapei, Plaincrete
20 or equivalent) Do not use GYPSUM based leveling compounds
C Water Potable and not detrimental to underlayment mix materials
D Primer Manufacturer's recommended type.
E. Joint and Crack Filler Latex based filler as recommended by manufacturer
2.2 MATERIALS SHEET AND BASE FLOORING
A. Proprietary Manufacturers and Products as indicated the Drawings
B Color By Architect per Shop Submittal
C Substitutions See Section 01 6000 Product Requirements.
2 3 ACCESSORIES
A. Subfloor Filler Type recommended by manufacturer and as required to maintain product warranty
B Subfloor Joint Sealer Flexible epoxy or equivalent.
C Concrete Primer /Sealer As recommended by resilient flooring manufacturer
D Adhesives Solvent -free waterproof types as required by flooring manufacturer to receive their
warranty to suit resilient products and substrate conditions indicated
1 Toxicity /IEQ: Comply with applicable regulations regarding toxic and hazardous materials,
GS -36 for Commercial Adhesive
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2 Solvent -free waterproof types as required by flooring manufacturer to receive their warranty
E. Provide transition /reducing strips tapered to meet abutting materials Style and size vary with material
'TP' products By Roppe Johnsonite or approved
F All other materials not specifically described but required for a complete and proper installation of
resilient flooring shall be as recommended by the manufacturer of the material to which it applied and
shall be subject to approval by the Architect.
PART 3 EXECUTION
3 1 MANUFACTURER'S INSTRUCTIONS
A. Compliance Comply with manufacturer's product data, including product technical bulletins, product
catalog installation instructions and product carton instructions for installation
B Install products as required to obtain Manufacturers warranty
3.2 EXAMINATION
A. Verify that surfaces are flat to tolerances acceptable to flooring manufacturer free of cracks that might
telegraph through flooring clean dry and free of curing compounds surface hardeners, and other
chemicals that might interfere with bonding of flooring to substrate
B Verify that sub -floor surfaces are smooth and flat within the tolerances specified for that type of work
and are ready to receive resilient flooring.
C Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are
dust -free and are ready to receive resilient base.
D Verify that sub -floor surfaces are dust -free and free of substances which would impair bonding of
adhesive materials to sub -floor surfaces
E Verify that concrete sub -floor surfaces are ready for resilient flooring installation by testing for moisture
emission rate and alkalinity obtain instructions if test results are not within the following limits.
1 Moisture emission rate Not greater than 3 lb per 1000 sq ft per 24 hours when tested using
calcium chloride moisture test kit for 72 hours
2 Alkalinity pH range of 5 -9
F Verify that required floor- mounted utilities are in correct location
3 3 PREPARATION
A. Remove existing flooring and flooring adhesives; follow the recommendations of RFC! Recommended
Work Practices for Removal of Resilient Floor Coverings.
B Prepare sub -floor surfaces as recommended by flooring and adhesive manufacturers
C Remove sub -floor ridges and bumps Fill minor low spots, cracks, joints, holes, and other defects with
sub -floor filler to achieve smooth, flat, hard surface
1 Pump or pour underlayment material onto substrate Do not retemper or add water
a. Pump move, and screed while the material is still highly flowable.
b Be careful not to create cold joints
c. Wear spiked shoes while working in the wet material to avoid leaving marks.
d Apply underlayment to produce uniform level surface.
2 Feather edges to match adjacent floor elevations.
a A fine feathered edge is desired steel trowel the edge after initial set, but before it is
completely hard
3 Remove and replace underlayment areas that evidence lack of bond with substrate, including
areas that emit a 'hollow' sound when tapped
D Prohibit traffic until filler is cured Do not install finish flooring over underlayment until after time period
recommended by underlayment manufacturer
1 Prior to the installation of the finish topping, the surface of the underlayment should be protected
from abuses by other trades Do not permit traffic over unprotected floor underlayment surfaces
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E. Sweep and vacuum clean substrates to be covered by resilient products immediately before
installation After cleaning examine substrates for moisture, alkaline salts carbonation, and dust.
Proceed with installation only after unsatisfactory conditions have been corrected
F Apply primer as required to prevent 'bleed- through or interference with adhesion by substances that
cannot be removed
G Move resilient products and installation materials into spaces where they will be installed at least 48
hours in advance of installation
3 4 INSTALLATION GENERAL
A. Starting installation constitutes acceptance of sub -floor conditions
B Install in accordance with manufacturer's instructions
C Spread only enough adhesive to permit installation of materials before initial set.
D Fit joints tightly
E. Set flooring in place press with heavy roller to attain full adhesion
F Where type of floor finish pattern or color are different on opposite sides of door terminate flooring
under centerline of door
G Install edge strips at unprotected or exposed edges, where flooring terminates, and where indicated
1 Metal Strips Attach to substrate before installation of flooring using stainless steel screws.
2 Resilient Strips Attach to substrate using adhesive
H Scribe flooring to walls columns cabinets floor outlets, and other appurtenances to produce tight
joints
I Install feature strips where indicated
J Ensure that all recommendations for subfloor and jobsite conditions are met prior to beginning
installation Beginning installation is an implied acceptance of site conditions by the parties involved
3 5 RUBBER TILE
A. Install rubber tile in strict accordance with the latest edition of manufacturer's instructions, using
manufacturer's recommended adhesives, open times and trowel notch selections
B Comply with the following
1 Do not mix manufacturing batches of a color within the same area.
2 Do not install defective or damaged rubber flooring.
3 Layout flooring to provide equal size at perimeter Adjust layout as necessary to eliminate
resilient flooring which is cut to less than half full width
4 Lay flooring with arrows in the same direction (excluding borders and some flash coving
methods)
5 Install flooring without cracks or voids at seams Lay seams together without stress
6 Scribe flooring neatly at perimeter and obstructions
7 Remove excess adhesive immediately
8 Install reducer strips at exposed edges
C Follow manufacturer's instructions for initial maintenance including cleaning of silicone mold release
product prior to release for use
3 6 RESILIENT ACCESSORY INSTALLATION
A. Resilient Molding Accessories. Butt to adjacent materials and tightly adhere to substrates throughout
length of each piece Install reducer strips at edges of floor coverings that would otherwise be
exposed
B Leveler strips shall be securely adhered to the floor utilizing recommended adhesive. Leveler Strips shall be
rolled with a 100 pound 3- section roller after installation to ensure proper bonding to substrate.
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C Protect all exposed edges of floor covering with trim or restrictive moldings
3 7 FIELD QUALITY REQUIREMENTS
A. Manufacturer's Field Services Upon Owner's or Architect's request and with at least 72 hours notice,
provide manufacturer's field service consisting of product use recommendations and periodic site visit
for inspection of product installation in accordance with manufacturer's instructions
1 Site Visits A minimum of one visit per installation
B Provide owner or owner's representative with in- service training seminar on manufacturer
recommended application and maintenance of new resilient flooring surfaces at or prior to Substantial
Completion
3 8 CLEANING
A. Perform initial maintenance according to the latest edition of Manufacturer's Installation and
Maintenance instructions.
B Perform the following operations immediately after completing resilient product installation
1 Remove adhesive and other blemishes from exposed surfaces
2 Damp -mop surfaces to remove marks and soil
a. Do not wash surfaces until after time period recommended by manufacturer
3 9 PROTECTION
A. Prohibit traffic on resilient flooring and base for 48 hours after installation
B Do not move heavy and sharp objects directly over surfaces Place hardboard or plywood panels
over flooring and under objects while they are being moved Slide or roll objects over panels without
moving panels
C Protect resilient products from mars, marks, indentations, and other damage from rolling loads, other
trades construction operations and placement of equipment and fixtures during remainder of
construction period Use protection methods recommended in writing by manufacturer
END OF SECTION
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PART 1 GENERAL
SECTION 096813 TILE CARPETING
1 1 SECTION INCLUDES
A. Carpet tile, fully adhered
B. Removal of existing carpet and carpet tile.
1.2 RELATED REQUIREMENTS
A. Division 14 Elevators. Install and furnish finished flooring in elevator cabs.
1.3 REFERENCE STANDARDS
A. ASTM D 2859 Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering
Materials; 2006
B ASTM E 648 Standard Test Method for Critical Radiant Flux of Floor- Covering Systems Using a
Radiant Heat Energy Source; 2008b
C CRI (CIS) Carpet Installation Standard' Carpet and Rug Institute; 2009
D NFPA 253 Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a
Radiant Heat Energy Source; National Fire Protection Association, 2006.
14 SUBMITTALS
A. See Section 01 3000 Administrative Requirements, for submittal procedures
B Verification Samples Submit two samples 12 x 12 inch in size illustrating color and pattern for each
carpet material specified.
1 Label each Sample with manufacturer's name, material description, color pattern, and
designation indicated on Drawings and in schedules.
C Maintenance Data. Include maintenance procedures, recommended maintenance materials, and
suggested schedule for cleaning
D Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1 See Section 01 6000 Product Requirements, for additional provisions.
2. Extra Carpet Tiles. Quantity equal to 5 percent of total installed of each color and pattern
installed
1 5 QUALITY ASSURANCE
A. Installer Qualifications' Company specializing in installing carpet with minimum five years experience.
16 WARRANTY
A. Written warranty signed by carpet manufacturer agreeing to replace carpet that does not comply with
requirements or that fails within specified warranty period Warranty does not include deterioration or
failure of carpet due to unusual traffic, failure of substrate, vandalism, or abuse. Failures include, but
are not limited to more than 10 percent loss of face fiber edge raveling, snags, runs and
delamination.
1 Warranty Period' Lifetime commercial limited (high performance)
B Flooring installer to provide a written guarantee that work will be free from defects in materials and
workmanship for one (1) year
PART 2 PRODUCTS
2.1 MATERIALS
A. Carpet Tile: Pattern Loop, manufactured in one color dye lot. Manufacturer and Product selections as
indicated on the Drawings
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1 Critical Radiant Flux: Minimum of 0.22 watts /sq cm when tested in accordance with ASTM E
648 or NFPA 253 Class 1
2. NBS Smoke. Less than 450
3. Surface Flammability Ignition Pass ASTM D 2859 (the 'pill test
4 Max. Electrostatic Charge. Less than 3.5 Kv at 20 percent relative humidity
2.2 ACCESSORIES
A. Sub -Floor Filler Type recommended by flooring material manufacturer
B Adhesives General Compatible with materials being adhered maximum VOC content of 50 g /L,
CRI Green Label certified Water- resistant, mildew- resistant, nonstaining type to suit products and
subfloor conditions indicated. Comply with flammability requirements for installed carpet tile
1 Acceptable to carpet tile manufacturer compatible with materials being adhered, and as required
by flooring manufacturers to obtain tile warranty
C All other materials not specifically described, but required for a complete and proper installation of
flooring and base shall be as recommended by the manufacturer of the material to which it applied and
shall be subject to approval by the Architect.
PART 3 EXECUTION
31 EXAMINATION
A. Verify that sub -floor surfaces are smooth and flat within tolerances specified for that type of work and
are ready to receive carpet tile
B Verify that sub -floor surfaces are dust -free and free of substances that could impair bonding of
adhesive materials to sub -floor surfaces.
3.2 PREPARATION
A. Remove existing carpet tile. Remove and dispose of existing glued -down carpet where shown on
Drawings, after first vacuuming thoroughly
B Remove sub -floor ridges and bumps. Fill minor or local low spots, cracks, joints, holes, and other
defects with sub -floor filler
C Apply trowel, and float filler to achieve smooth, flat, hard surface. Prohibit traffic until filler is cured.
D Where level adjustment is required to raise substrate elevation for proper alignment with different
finish surfaces, feather substrate filler to proper 'crush line.
1 Slope at these transitions not to exceed 1/8 inch per foot.
E. Vacuum clean substrate.
F Examine all threshold conditions and conditions at adjoining floor finishes and ensure that provisions
have been made for the neat termination of the carpet.
3.3 INSTALLATION CARPET
A. Starting installation constitutes acceptance of sub -floor conditions
B Install carpet tile in accordance with manufacturer's instructions and CRI Carpet Installation Standard
C Blend carpet from different cartons to ensure minimal variation in color match
D Cut carpet tile clean Fit carpet tight to intersection with vertical surfaces without gaps
E. Lay carpet to match existing pattern in adjacent areas.
F Fully adhere carpet tile to substrate
G Trim carpet tile neatly at walls and around interruptions.
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3 4 CLEANING AND PROTECTION
A. Remove excess adhesive without damage, from floor base, and wall surfaces.
B Clean and vacuum carpet surfaces
C Protect carpet from soiling and wear during construction by covering with protection boards or other
manufacturer approved protection films. Remove only upon Owner's permission
END OF SECTION
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PART 1 GENERAL
1 1 SECTION INCLUDES
SECTION 099000 PAINTING AND COATING
A. Field application of paints and other coatings.
B Work under this Contract shall also include, but not necessarily be limited to
1 Surface preparation of substrates as required for acceptance of paint, including cleaning, small
crack repair patching, caulking, and making good surfaces and areas to the limits defined under
MPI Repainting Manual Preparation requirements.
2. Specific pre- treatments noted herein or specified in the MPI Repainting Manual.
3 Sealing priming surfaces for repainting in accordance with MPI Repainting Manual
requirements.
4 Provision of safe and adequate ventilation as required over and above temporary ventilation
supplied by others, where toxic and /or volatile flammable materials are being used.
5. All labor materials, tools and other equipment, services and supervision required to complete all
painting as indicated on Finish Schedules and to the full extent of the drawings and
specifications.
C Manufacturers and colors as indicated on the Drawings. Refer to drawings and schedules for type,
location and extent of painting required, and include all touch -ups necessary to complete work shown,
scheduled or specified.
D Mechanical and Electrical
1 In all areas, paint shop primed items.
2. Paint dampers exposed behind louvers, grilles, to match face panels
E. Do Not Paint or Finish the Following Items:
1 Items fully factory- finished unless specifically so indicated materials and products having
factory applied primers are not considered factory finished.
2. Items indicated to receive other finishes
3 Items indicated to remain unfinished
4 Fire rating labels, equipment serial number and capacity labels, and operating parts of
equipment.
5 Stainless steel, anodized aluminum bronze, terne, and lead items.
6 Floors, unless specifically so indicated
7 Acoustical materials, unless specifically so indicated.
8. Concealed pipes, ducts, and conduits
1.2 RELATED REQUIREMENTS
A. Section 05 5000 Metal Fabrications: Shop primed items.
B Section 08 1113 Hollow Metal Doors and Frames Shop primed doors and frames
C Section 09 2116 Gypsum Board Assemblies Surface preparation of gypsum board
D Division 14 Elevator Sections.
1.3 DEFINITIONS
A. Conform to ASTM D 16 for interpretation of terms used in this section.
1 Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an
85- degree meter
2. Eggshell refers to low -sheen finish with a gloss range between 20 and 35 when measured at a
60- degree meter
3 Semigloss refers to medium -sheen finish with a gloss range between 35 and 70 when measured
at a 60- degree meter
4 Full gloss refers to high -sheen finish with a gloss range more than 70 when measured at a
60- degree meter
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5 Dry Film Thickness (DFT): Thickness of a coat of paint in fully cured state measured in mils
(1/1000 inch).
1 4 REFERENCE STANDARDS
A. ASTM D 16 Standard Terminology for Paint, Related Coatings, Materials, and Applications, 2008
B SSPC (PM1) Good Painting Practice. SSPC Painting Manual Vol. 1 Society for Protective Coatings;
Fourth Edition
C MPI (APL) Master Painters Institute Approved Products List; Master Painters and Decorators
Association current edition www.paintinfo corn
D MPI (APSM) Master Painters Institute Architectural Painting Specification Manual; Master Painters
and Decorators Association current edition
15 SUBMITTALS
A. See Section 01 3000 Administrative Requirements, for submittal procedures.
B Paint Colors will be selected after bid refer to Drawings for locations and acceptable manufacturers.
1 Verification Samples Submit three paper chip samples (draw- downs), 8 5 x 11 inches in size
illustrating color for approval by Architect and Owner prior to beginning work of this section
C Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1 Extra Paint and Coatings 1 gallon (4 L) of each color and store where directed
2. Label each container with color in addition to the manufacturer's label
1 6 QUALITY ASSURANCE
A. Applicator Qualifications: A firm experienced in applying paints and coatings similar in material,
design, and extent to those indicated for this Project, whose work has resulted in applications with a
record of successful in- service performance.
1 Contractor shall have a minimum of five (5) years proven satisfactory experience and shall show
proof before commencement of work that he will maintain a qualified crew of painters throughout
the duration of the work. When requested, Contractor shall provide a list of the last three
comparable painting jobs including, name, location, specifying authority project manager start
completion dates and value of the work.
1 7 DELIVERY STORAGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability
B Container Label Include manufacturer's name, type of paint, brand name, lot number brand code,
coverage, surface preparation drying time, cleanup requirements, color designation, and instructions
for mixing and reducing.
C Paint Materials Store at minimum ambient temperature of 45 degrees F and a maximum of 90
degrees F in ventilated area, and as required by manufacturer's instructions.
1.8 FIELD CONDITIONS
A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges
required by the paint product manufacturer
B Follow manufacturer's recommended procedures for producing best results, including testing of
substrates, moisture in substrates, and humidity and temperature limitations
C Do not apply exterior coatings during rain or snow or when relative humidity is outside the humidity
ranges required by the paint product manufacturer
D Minimum Application Temperatures for Latex Paints. 45 degrees F for interiors; 50 degrees F for
exterior unless required otherwise by manufacturer's instructions.
E. Provide lighting level of 80 ft candles measured mid height at substrate surface.
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1.9 WARRANTY
A. The color of surfaces finished under this Section shall at the end of one year (five years for
elastomeric coatings and exterior acrylic coatings) remain free from serious fading and the variation if
any shall be uniform The original adherence of materials shall be maintained for one (1) year (five
years for elastomeric coatings and twenty years for exterior acrylic coatings) and during this period
there shall be no evidence of any blisters, running peeling, scaling, chalking, streaks or stains.
Washing with alkali -free soap and water shall remove surface dirt without producing the above or other
deteriorating effects.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Provide all paint and coating products used in any individual system from the same manufacturer no
exceptions.
B Refer to Drawings for Basis of Design Paint Manufacturer(s) and Finishes
C Proprietary Names" Materials specified herein shall not preclude consideration of equivalent or
superior materials. Suggested equivalent materials or other substitutions shall be submitted to owner
for consideration in compliance with substitution procedures in Section 016000 of this Project Manual
1 Requests for substitution shall include evidence of past performance in similar environment.
2. Substitutions will not be considered that change the number of coats generic type, specified dry
film thicknesses, Volatile Organic Compounds, Hazardous Air Pollutants or performance
requirements.
3 Substitution of MPI- approved products by a different manufacturer is preferred over substitution
of unapproved products by the same manufacturer
D Where required paints and coatings shall meet flame spread and smoke developed ratings
designated by local Code requirements and /or authorities having jurisdiction
2.2 PAINTS AND COATINGS GENERAL
A. Paints and Coatings. Ready mixed, unless intended to be a field catalyzed coating
1 Provide paints and coatings of a soft paste consistency capable of being readily and uniformly
dispersed to a homogeneous coating, with good flow and brushing properties, and capable of
drying or curing free of streaks or sags
2. Provide materials that are compatible with one another and the substrates indicated under
conditions of service and application, as demonstrated by manufacturer based on testing and
field experience
3 Supply each coating material in quantity required to complete entire project's work from a single
production run
4 Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is
specifically described in manufacturer's product instructions.
B Primers Where the manufacturer offers options on primers for a particular substrate, use primer
categorized as 'best" by the manufacturer
C Volatile Organic Compound (VOC) Content: Provide Low or No -VOC products whenever possible
D Flammability" Comply with applicable code for surface burning characteristics Where required, paints
and coatings shall meet flame spread and smoke developed ratings designated by local Code
requirements and /or authorities having jurisdiction
E. Colors. To be selected from manufacturer's full range of available colors
1 Selection to be made by Architect after award of contract.
2.3 PAINT SYSTEMS
A. Provide Premium Grade systems (2 top coats) as defined in MPI Architectural Painting Specification
Manual, except as otherwise indicated.
B. Where a specified paint system does not have a Premium Grade, provide Custom Grade system
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2.4 PAINT SYSTEMS INTERIOR
A. Concrete Floor Opaque, 1 Coat, MPI 97
1 Parker Paint: Acrylic Latex Traffic Marking Paint, 2690 Series or equal
B Ferrous Metals, and Galvanized Metals, Primed, (or previously painted HM doors and door frames),
Acrylic, 2 3 Coat:
1 Touch -up shop primer with rust inhibitor acrylic primer MPI #107
2. Semi gloss: Two coats of alkyd enamel; sprayed application or touch up rolled and brush back.
C Ferrous Metals, Unprimed, Acrylic, 3 Coat:
1 One coat of acrylic primer MPI #107
2. Semi gloss. Two coats of acrylic enamel. MPI #163
D Interior Metals (exposed grilles, louvers, panels, uninsulated HVAC sheet metal), 3 Coat:
1 One coat of acrylic primer if pre primed touch up only
2. Finish. Two coats to match adjacent wall surfaces.
E. Gypsum Board /Plaster Latex Acrylic, 3 Coat, Sprayed application.
1 One coat of latex primer sealer MPI #50
a. (4 mils wet, 1.2 mils dry)
2. Two coats of latex- acrylic enamel; low luster finish MPI #52
a. (4 mils wet, 1.6 mils dry per coat)
2.5 ACCESSORY MATERIALS AND EQUIPMENT
A. Accessory Materials. Provide all primers, sealers, cleaning agents, cleaning cloths, sanding
materials, and clean -up materials required to achieve the finishes specified whether specifically
indicated or not; commercial quality
B Patching Material Latex filler
C Fastener Head Cover Material: Latex filler
D Painting Equipment: To best trade standards for type of product and application
E. Spray- Painting Equipment: Of ample capacity suited to the type and consistency of paint or coating
being applied and kept clean and in good working order at all times.
PART 3 EXECUTION
3.1 EXAMINATION
A. Do not begin application of coatings until substrates have been properly prepared
B Verify that surfaces are ready to receive work as instructed by the product manufacturer
C Examine surfaces scheduled to be finished prior to commencement of work. Report any condition
that may potentially affect proper application.
D If substrate preparation is the responsibility of another installer notify Architect of unsatisfactory
preparation before proceeding.
E. Test shop applied primer for compatibility with subsequent cover materials
F Test suspect surfaces (concrete, masonry plaster and wood surfaces) for moisture and alkalinity as
required. Conduct all moisture tests using a properly calibrated electronic Moisture Meter except test
concrete floors for moisture using a simple 'cover patch test' The maximum moisture shall not
exceed Measure moisture content of surfaces using an electronic moisture meter Do not apply
finishes unless moisture content of surfaces are below the following maximums.
1 Gypsum Wallboard: 12 percent.
3.2 PREPARATION
A. Clean surfaces thoroughly and correct defects prior to coating application
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B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result
for the substrate under the project conditions.
C General Remove hardware and hardware accessories, plates machined surfaces, lighting fixtures,
and similar items already installed that are not to be painted If removal is impractical or impossible
because of size or weight of the item provide surface- applied protection before surface preparation
and painting.
D Seal surfaces that might cause bleed through or staining of topcoat.
E. Remove mildew from impervious surfaces by scrubbing with solution of tetra sodium phosphate and
bleach. Rinse with clean water and allow surface to dry
F Concrete and Unit Masonry Surfaces to be Painted Remove dirt, loose mortar scale, salt or alkali
powder and other foreign matter Remove oil and grease with a solution of tri- sodium phosphate;
rinse well and allow to dry Remove stains caused by weathering of corroding metals with a solution
of sodium metasilicate after thoroughly wetting with water Allow to dry
G Gypsum Board Surfaces to be Painted Fill minor defects with filler compound Spot prime defects
after repair
H Concrete Floors and Traffic Surfaces to be Painted Remove contamination, acid etch and rinse
floors with clear water Verify required acid alkali balance is achieved Allow to dry
I Galvanized Surfaces to be Painted Remove surface contamination and oils and wash with solvent.
Apply coat of etching primer
J Corroded Steel and Iron Surfaces to be Painted Prepare using at least SSPC -PC 2 (hand tool
cleaning) or SSPC -SP 3 (power tool cleaning) followed by SSPC -SP 1 (solvent cleaning).
K. Un- corroded Uncoated Steel and Iron Surfaces to be Painted Abrasive blast cleaning in accordance
with SSPC SP -6 Commercial Blast Cleaning If conditions won't permit this SSPC SP -2 or SSPC SP -3
Hand or Power Tool Clean surfaces to remove grease, mill scale, weld splatter dirt, and rust. Where
heavy coatings of scale are evident, remove by hand or power tool wire brushing or sandblasting;
clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints,
bolts, and nuts are similarly cleaned Prime paint entire surface; spot prime after repairs.
L. Shop- Primed Steel Surfaces to be Finish Painted Sand and scrape to remove loose primer and rust.
Feather edges to make touch -up patches inconspicuous Clean surfaces with solvent. Prime bare
steel surfaces. Re -prime entire shop primed item
M Metal Doors to be Painted Prime metal door top and bottom edge surfaces
N Primers on concrete masonry units, wood plaster and gypsum board, stucco, cementitious
composition board and clay masonry units If sprayed must be backrolled brushed to ensure good
penetration of primer (or paint) into the substrate.
3.3 APPLICATION
A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical
components and paint separately
B Apply products according to manufacturer's written instructions Use applicators and techniques best
suited for substrate and type of material being applied
C Apply primer paint or stain in a workmanlike manner using skilled and trade qualified applicators as
noted under Quality Assurance.
D Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer to
material that is required to be painted or finished and that has not been prime coated by others
Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat
appears, to ensure a finish coat with no burn through or other defects due to insufficient sealing.
E. Where adjacent sealant is to be painted do not apply finish coats until sealant is applied
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F Application Procedures Apply paints and coatings by brush roller spray or other applicators
according to manufacturer's written instructions.
1 Brushes. Use brushes best suited for type of material applied Use brush of appropriate size
for surface or item being painted
2. Rollers: Use rollers of carpet, velvet -back, or high -pile sheep's wool as recommended by
manufacturer for material and texture required
3 Spray Equipment: Use airless spray equipment with orifice size as recommended by
manufacturer for material and texture required
G Minimum Coating Thickness Apply paint materials to provide total dry film thickness of the entire
system as recommended by manufacturer
H Do not apply finishes to surfaces that are not dry Allow applied coats to dry before next coat is
applied
I Apply each coat to uniform appearance.
J Pigmented (Opaque) Finishes. Completely cover surfaces as necessary to provide a smooth, opaque
surface of uniform finish, color appearance, and coverage. Cloudiness, spotting, holidays, laps,
brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable.
K Dark Colors and Deep Clear Colors. Regardless of number of coats specified apply as many coats
as necessary for complete hide
L. Vacuum clean surfaces of loose particles Use tack cloth to remove dust and particles just prior to
applying next coat.
3 4 WORKMANSHIP
A. The finished work shall show no cloudiness, spotting, holidays, laps, brush marks, runs, curtains,
sags, ropiness, roller stipple (semigloss and gloss finishes) or other surface deviations or
imperfections not consistent with first class workmanship
B If the paint is discolored at the heads of the nails at the exterior recaulk, prime and repaint as needed
C Work which shows carelessness, lack of skill in the execution or which is defective due to any other
cause shall be removed and refinished or repainted as directed at the subcontractors expense
D Brush strokes or roller marks on final painting of surfaces shall be uniform in direction
3 5 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT
A. Use existing hospital standards/ schedules for color coding of duct work, piping, and conduit as
needed
B Unless otherwise noted, painting shall also include exposed to view previously painted and shop
primed mechanical and electrical equipment and components (panels, conduits, piping, hangers,
ductwork, etc.).
1 Paint all insulated and exposed pipes occurring in finished areas to match background surfaces,
unless otherwise indicated
2. Paint all equipment, including that which is factory- finished, exposed to weather or to view on the
roof and outdoors
C Touch up scratches and marks and repaint or paint such mechanical and electrical equipment and
components with color and sheen finish to match existing unless otherwise noted or scheduled
D Do not paint over name plates or instruction labels.
E. Leave unfinished exposed conduits, piping, hangers, ductwork and other mechanical and electrical
equipment in original finish
F Keep repainted sprinkler heads free of paint.
G Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical
components and paint separately
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H Paint interior surfaces of air ducts that are visible through grilles and louvers with one coat of flat black
paint to visible surfaces
I Paint dampers exposed behind louvers, grilles, to match face panels.
3 6 RE- INSTALLATION
A. Re- install hardware, electrical equipment and cover plates, mechanical grilles and louvers, lighting
fixture trim and other items that have been removed to protect from contact with coatings.
B Reconnect equipment adjacent to surfaces indicated to receive coatings.
C Relocate to original position equipment and fixtures that have been moved to allow application of
coatings.
3.7 CLEANING AND PROTECTION
A. Collect waste material that could constitute a fire hazard place in closed metal containers, and
remove daily from site.
B Protect all newly painted exterior surfaces from elements condensation and contamination until paint
coatings are completely dry Curing periods shall exceed the manufacturer's recommended minimum
time requirements. Erect barriers or screens and post signs to warn off or limit or direct traffic
C Remove all spilled splashed, splattered or over sprayed paint as work progresses, remove waste
materials and keep area free from an unnecessary accumulation of tools, equipment, surplus materials
and debris.
D Clean equipment and dispose of wash water solvents as well as all other cleaning and protective
materials (e.g. rags, drop cloths, masking papers, etc.), paints, thinners, paint removers /strippers in
accordance with the safety requirements of authorities having jurisdiction
E. Protect finished coatings until completion of project.
F Touch -up damaged coatings after Substantial Completion
END OF SECTION
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SECTION 13 05 41
SEISMIC RESTRAINT REQUIREMENTS FOR NON -STRUCTURAL COMPONENTS
PART 1 GENERAL
1 1 DESCRIPTION
A. Provide seismic restraint in accordance with the requirements of this section in order to maintain
the integrity of nonstructural components of the building so that they remain safe and functional in
case of seismic event.
B Definitions: Non structural building components are components or systems that are not part of
the building's structural system whether inside or outside, above or below grade. Non structural
components of buildings include.
1 Architectural Elements: Suspended ceilings; stairs isolated from the basic structure; cabinets;
bookshelves; medical equipment; and storage racks.
2. Electrical Elements: Power and lighting systems; substations, switchgear and switchboards;
auxiliary engine generator sets; transfer switches; motor control centers; motor generators;
selector and controller panels; fire protection and alarm systems, special life support
systems; and telephone and communication systems.
3 Mechanical Elements: Heating, ventilating, and air conditioning systems; medical gas
systems; plumbing systems; sprinkler systems;
4 Transportation Elements: Mechanical, electrical and structural elements for transport
systems, i.e. elevators and dumbwaiters, including hoisting equipment and counterweights.
1.2 RELATED WORK.
A. Section No. 230511
1.3 QUALITY CONTROL.
A. Shop- Drawing Preparation:
1 Have seismic force restraint shop drawings and calculations prepared by a professional
structural engineer experienced in the area of seismic force restraints. The professional
structural engineer shall be registered in the state where the project is located
2. Submit design tables and information used for the design -force levels, stamped and signed
by a professional structural engineer registered in the State where project is located.
B Coordination:
1 Do not install seismic restraints until seismic restraint submittals are approved by the
Resident Engineer
2. Coordinate and install trapezes or other multi -pipe hanger systems prior to pipe installation.
1.4 SUBMITTALS
A. Submit a coordinated set of equipment anchorage drawings prior to installation including:
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1 Description layout, and location of items to be anchored or braced with anchorage or brace
points noted and dimensioned.
2. Details of anchorage or bracing at large scale with all members, parts brackets shown,
together with all connections, bolts, welds etc. clearly identified and specified.
3 Numerical value of design seismic brace loads.
4 For expansion bolts, include design load and capacity if different from those specified
B Submit prior to installation a coordinated set of bracing drawings for seismic protection of piping,
with data identifying the various support-to- structure connections and seismic bracing structural
connections, include:
1 Single -line piping diagrams on a floor -by -floor basis. Show all suspended piping for a given
floor on the same plain.
2. Type of pipe (Copper steel, cast iron insulated, non- insulated, etc.).
3. Pipe contents.
4 Structural framing.
5. Location of all gravity load pipe supports and spacing requirements.
6 Numerical value of gravity load reactions.
7 Location of all seismic bracing.
8 Numerical value of applied seismic brace loads.
9 Type of connection (Vertical support, vertical support with seismic brace etc.).
10 Seismic brace reaction type (tension or compression). Details illustrating all support and
bracing components, methods of connections, and specific anchors to be used.
C Submit prior to installation bracing drawings for seismic protection of suspended ductwork and
suspended electrical and communication cables, include:
1 Details illustrating all support and bracing components, methods of connection, and specific
anchors to be used.
2. Numerical value of applied gravity and seismic loads and seismic loads acting on support
and bracing components.
3. Maximum spacing of hangers and bracing.
4 Seal of registered structural engineer responsible for design.
D Submit design calculations prepared and sealed by the registered structural engineer specified
above in paragraph 1.3A.
E. Submit for concrete anchors, the appropriate ICBC evaluation reports, OSHPD pre approvals, or
lab test reports verifying compliance with OSHPD Interpretation of Regulations 28 -6.
1.5 APPLICABLE PUBLICATIONS:
A. The Publications listed below (including amendments, addenda revisions, supplements and
errata) form a part of this specification to the extent referenced. The publications are referenced
in text by basic designation only
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B American Concrete Institute (ACI):
355.2 -07 Qualification for Post Installed Mechanical Anchors in Concrete
and Commentary
C. American Institute of Steel Construction (AISC):
Load and Resistance Factor Design, Volume 1 Second Edition.
D American Society for Testing and Materials (ASTM):
A36/A36M -05 Standard Specification for Carbon Structural Steel.
A53/A53M -07 Standard Specification for Pipe, Steel, Black and Hot Dipped,
Zinc Coated, Welded and Seamless.
A307 (REV A -07) Standard Specification for Carbon Steel Bolts and Studs; 60 000
PSI Tensile Strength.
A325 -07 Standard Specification for Structural Bolts, Steel, Heat Treated,
120/105 ksi Minimum Tensile Strength.
A325M -05 Standard Specification for High- Strength Bolts for Structural
Steel Joints [Metric].
A490 -06 Standard Specification for Heat Treated Steel Structural Bolts,
150 ksi Minimum Tensile Strength.
A490M (REV A -04) Standard Specification for High- Strength Steel Bolts, Classes
10.9 and 10.9.3 for Structural Steel Joints [Metric].
A500 /A500M -07 Standard Specification for Cold- Formed Welded and Seamless
Carbon Steel Structural Tubing in Rounds and Shapes.
A501 -07 Specification for Hot Formed Welded and Seamless Carbon
Steel Structural Tubing.
A615/A615M -07 Standard Specification for Deformed and Plain Billet -Steel Bars
for Concrete Reinforcement.
A992/A992M (REV A -06) Standard Specification for Steel for Structural Shapes for Use in
Building Framing.
A996/A996M (REV A -06) Standard Specification for Rail -Steel and Axel -Steel Deformed
Bars for Concrete Reinforcement.
E488- 96(R2003) Standard Test Method for Strength of Anchors in Concrete and
Masonry Elements.
E. International Building Code (IBC) 2007 Edition.
F National Uniform Seismic Installation Guidelines (NUSIG).
G. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):
Seismic Restraint Manual Guidelines for Mechanical Systems, 1998 Edition and Addendum.
1.6 REGULATORY REQUIREMENT
A. IBC 2007
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B Exceptions: The seismic restraint of the following items may be omitted
1 Equipment weighing less than 400 pounds, which is supported directly on the floor or roof
2. Equipment weighing less than 20 pounds, which is suspended from the roof or floor or hung
from a wall.
3. Gas and medical piping less than 2 %2 inches inside diameter
4 Piping in boiler plants and equipment rooms less than 1 inches inside diameter
5. All other piping less than 2 1/2 inches inside diameter except for automatic fire suppression
systems.
6 All piping suspended by individual hangers, 12 inches or less in length from the top of pipe to
the bottom of the support for the hanger
7 All electrical conduits, less than 2 1 /2 inches inside diameter
8. All rectangular air handling ducts less than six square feet in cross sectional area.
9 All round air handling ducts less than 28 inches in diameter
10 All ducts suspended by hangers 12 inches or less in length from the top of the duct to the
bottom of support for the hanger
PART 2 PRODUCTS
2.1 STEEL.
A. Structural Steel ASTM A36.
B. Structural Tubing: ASTM A500 Grade B.
C Structural Tubing: ASTM A501
D Steel Pipe. ASTM A53/A53M Grade B
E. Bolts Nuts: ASTM A307
2.2 CAST IN PLACE CONCRETE.
A. Concrete: 28 day strength, fc 30 MPa (4 000 psi)
B Reinforcing Steel: ASTM A615/615M or ASTM A996/A996M deformed.
PART 3 EXECUTION
3.1 CONSTRUCTION, GENERAL.
A. Provide equipment supports and anchoring devices to withstand the seismic design forces, so
that when seismic design forces are applied, the equipment cannot displace, overturn, or become
inoperable.
B Provide anchorages in conformance with recommendations of the equipment manufacturer and
as shown on approved shop drawings and calculations.
C Construct seismic restraints and anchorage to allow for thermal expansion.
D Testing Before Final Inspection.
1 Test 10- percent of anchors in masonry and concrete per ASTM E488, and ACI 355.2 to
determine that they meet the required load capacity If any anchor fails to meet the required
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load test the next 20 consecutive anchors, which are required to have zero failure, before
resuming the 10- percent testing frequency
2. Before scheduling Final Inspection, submit a report on this testing indicating the number and
location of testing, and what anchor -loads were obtained.
3.2 EQUIPMENT RESTRAINT AND BRACING.
A. See drawings for equipment to be restrained or braced.
3.3 MECHANICAL DUCTWORK AND PIPING, BOILER PLANT STACKS AND BREACHING;
ELECTRICAL BUSWAYS, CONDUITS, AND CABLE TRAYS, AND TELECOMMUNICATION WIRES
AND CABLE TRAYS
A. Support and brace mechanical ductwork and piping; electrical busways, conduits and cable trays;
and telecommunication wires and cable trays including boiler plant stacks and breeching to resist
directional forces (lateral longitudinal and vertical).
B Brace duct and breeching branches with a minimum of 1 brace per branch.
D Provide supports and anchoring so that, upon application of seismic forces, piping remains fully
connected as operable systems which will not displace sufficiently to damage adjacent or
connecting equipment, or building members.
E. Seismic Restraint of Piping:
1 Design criteria:
a. Piping resiliently supported: Restrain to support 120 percent of the weight of the systems
and components and contents.
b. Piping not resiliently supported: Restrain to support 60- percent of the weight of the
system components and contents.
F Piping Connections: Provide flexible connections where pipes connect to equipment. Make the
connections capable of accommodating relative differential movements between the pipe and
equipment under conditions of earthquake shaking.
3.4 PARTITIONS
A. In buildings with flexible structural frames, anchor partitions to only structural element, such as a
floor slab, and separate such partition by a physical gap from all other structural elements.
B Properly anchor masonry walls to the structure for restraint, so as to carry lateral loads imposed
due to earthquake along with their own weight and other lateral forces.
3.5 CEILINGS AND LIGHTING FIXTURES
A. At regular intervals, laterally brace suspended ceilings against lateral and vertical movements,
and provide with a physical separation at the walls.
B Independently support and laterally brace all lighting fixtures. Refer to applicable portion of
lighting specification Division 26.
E N D
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PART 1 GENERAL
11 SCOPE
SECTION 142100 GEARED TRACTION ELEVATORS
A. This section includes work required to complete the Elevator Modernization of two (2) existing
Otis Elevator passenger elevators. The work includes all requirements of Firefighters' Service,
Seismic and The Americans with Disability Act (ADA)
B Comply with applicable building codes and elevator codes at the project site, including but not
limited to the following:
1 References
a. ANSI A117 1 Buildings and Facilities, Providing Accessibility and Usability for
Physically Handicapped People.
b ADAAG Americans with Disabilities Act Accessibility Guidelines.
c. ANSI /NFPA 70 National Electrical Code
d ANSI /NFPA 80 Fire Doors and Windows
e ASME /ANSI All 1 Safety Code for Elevators and Escalators.
f ANSI /UL 10B, Fire Tests of Door Assemblies.
g CAN /CSA C22.1 Canadian Electrical Code.
h CAN /CSA -B44 Safety Code for Elevators and Escalators.
i All other local applicable codes.
2. Tests.
a. Perform tests required by Elevator Consultant, AHJ and /or the ASME
All 1 /CSA B44 Safety Code for Elevators and Escalators, with procedures
described in ASME A17.2 Guide for the Inspection of Elevators in the presence
of Elevator Inspector
b Supply personnel and equipment for all tests and final inspections. All cost of
such testing and inspections shall be included in the Base Bids.
1.2 GENERAL REQUIREMENTS
A. WORK BY OTHERS
1 Provide a smoke detector system, located as required with wiring from the sensing
devices to each elevator controller Smoke detectors will be located at each elevator
lobby and in the elevator machine room Interface the detectors with the elevator
controller through the building fire alarm system
2. Provide all electrical wiring, including an electrical ground, from the existing main line
disconnect switch to the new elevator controllers.
3. Provide a fused disconnect switch or circuit breaker for each elevator per the National
Electrical Code with feeder or branch wiring to the transformer Size to suit elevator
contractor
4 Provide a 120 volt AC 15 amp single -phase power supply with fused SPST disconnect
switch for each elevator with feeder wiring to each controller for car lights.
5. Provide machine room illumination levels at not less than 200 Ix (19 FTC) or more
distributed evenly around the machine room floor
6 Provide suitable ventilation and cooling equipment, if required, to maintain the machine
room temperature between 45oF and 95oF The relative humidity should not exceed
85 percent non condensing
7 Provide pit illumination levels at not less than (10 FTC) or more distributed evenly
around the pit floor
8 Provide a disconnecting means in the machine room for the circuit supplying the
intercom
9 Provide a GFCI receptacle in the elevator machine room
10 Provide a GFCI receptacle in the pit under each car
11 All pit lights shall illuminate when either pit light switch is turned to the ON position
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12 Provide one (1) outside telephone line to the elevator machine room that allows data
calls to and from a toll -free number at a dispatching center The telephone line may be
either a separate line dedicated to the remote monitoring maintenance equipment or
may be an existing line that is shared between another telephone and the remote
monitoring maintenance equipment.
13 Do any cutting, including cutouts to accommodate hall signal fixtures, patching and
painting of walls, floors or partitions.
14 Provide electrical power for light, tools, hoists, etc. during installation as well as electric
current for starting, testing and adjusting the elevator
15 Construction of legal machine rooms
16 Provide suitable on site storage close to the elevator hoistways and temporary weather
tight storage facilities as may be required for materials that will be damaged by storage
in the open
B WORK INCLUDED
1 Furnish, provide and install car station, hall stations, controller new AC hoist motor
electrical wiring in machine, car and hoistway counterweight derailment device, seismic
requirements for drive sheave traveling cables, car roller guides and seismic restrictor
plates, hoist machine brake rebuild, car door operator car top inspection station
hoistway interlocks, intercoms, Firefighters' Service, Seismic requirements and all
requirements of The Americans with Disability Act (ADA).
2. Retain existing car speeds, capacity and door size.
C SUBMITTALS
1 Items for Submittals.
a. Within 30 calendar days following notice to proceed with the Work, Elevator
Contractor shall submit and have approved, calculations, layouts, shop
drawings and material samples as noted hereafter At job conclusion provide
wiring diagrams, instructions, keys and test sheets.
D DRAWINGS DIAGRAMS OTHER INFORMATION
1 Layout Drawings
a. Elevator Contractor shall submit three (3) copies of layout drawings, accessory
and fixture drawings, details and finish samples to Elevator Consultant for
review One (1) copy /sample shall be returned to Elevator Contractor within
fifteen (15) calendar days of transmittal date.
E. WIRING DIAGRAMS, MAINTENANCE MANUALS
1 Wiring Diagrams:
a. Provide complete As Built and Installed' straight -line wiring diagrams.
2. Operations and Maintenance Manuals.
a. Furnish three (3) complete Operation and Maintenance Manuals covering the
stipulated mechanical systems and equipment.
1.3 MATERIAL AND EQUIPMENT
A. TRANSPORTATION AND HANDLING
1 Materials, products and equipment shall be properly packaged and protected to prevent
damage during transportation and handling.
B STORAGE AND PROTECTION
1 Store and protect delivered materials from damage. Do not use damaged material in
the Work.
14 ALTERATIONS
A. Description
1 General Perform alterations and related Work in accordance with requirements of the
Contract Documents.
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B. Scheduling
1 Before commencing any alteration Work, submit for review and approval by and
Hospital Management, a schedule showing the material ship dates, time of material on-
site, commencement of work, the order and the completion dates for the various parts
of the elevator modernization.
C Protection
1 Provide, erect, and maintain lights, barriers, weather protection warning signs, and
other items as required for proper protection of building tenants, visitors and all workers
engaged in Work, either directly or indirectly for the elevator modernization
2. Provide and maintain temporary protection of the existing structure designated to
remain where removal and new work is being completed, connections made, materials
handled or equipment moved
3 Do not close or obstruct walkways, passageways or stairways. Do not store or place
materials in passageways, stairs or other means of egress. Conduct operations with
minimum traffic interference.
D Quality Of Work
1 Perform removal and alteration Work as shown, with due care.
2. Materials or items designated to be reinstalled as stated in Section 14210 shall be
removed with care, under the supervision of the trade responsible for reinstallation and
protected and stored until reinstalled. Replace any material or items damaged in its
removal or reinstallation
3. Materials or items removed and not designated to become the property of Owner shall
be removed to an on site location designated by the Owner Final disposal is to be by
the Owner
4 Execute the Work in a careful and orderly manner with the least possible disturbance
to the building occupants
1.5 QUALITY ASSURANCE
A. Elevator Contractor shall furnish all special tools, meters, diagnostic tools /devices,
troubleshooting special hand -held tools /devices, printed information, adjusting information and
all other special tools /devices to perform maintenance, troubleshooting repairing and adjusting,
before starting the elevator project. No substitutions of proprietary circuit boards, EPROMS,
hardware locks, software passwords or coding shall be allowed
B Elevator Contractor that installs the equipment shall provide the availability of any Elevator
Maintenance Contractor to purchase and receive all spare parts within seventy two (72) hours
from date of parts order by Elevator Contractor or Owner Replacement and spare parts are
defined as any and all items required to maintain, service, repair adjust and operate the
elevator as designed and installed, in a safe and trouble free manner Elevator Contractor shall
sell any and all spare parts including proprietary parts to Owner during the entire life cycle of the
elevator equipment.
C Acceptable Manufacturers
1 Elevator Controls.
a. Otis Elevonic® RM Control System or approved equal
2 Rope Break:
a. Hollister Whitney Elevator Corporation or approved equal
3 Fixtures
a. Otis M3 Surface Mounted in the hall and applied in the car or approved equal.
4 Car Door Protective Device
a. Otis Lambda® 3 -D or approved equal
5. Car Door Operator
a. Otis AT -400 Closed Loop or approved equal
6 Hoistway Door Interlocks/Tracks /Hangers.
a. Otis Elevator Company or approved equal.
7 Car /Hall Position Indicators /Signals
a. Otis or approved equal.
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PART 2- PRODUCTS
8 Car Roller Guides.
a. Otis or approved equal
9 Roller Guide Restrictor Plates
1.6 OUTLINE OF EQUIPMENT
DUTY
The present capacity and speed of the elevators will be (retained) as follows.
Elevators numbered 1 Capacity (pounds) Speed (Feet per Minute)
1 2 3500 1 100
TRAVEL
The present travel of the elevators will be (retained) as follows.
Elevators numbered 1 From floor to floor 1 Rise (feet)
1 2 1 1 to 4 148 feet
2.1 SPECIAL EMERGENCY SERVICE
A. Special Emergency Service operation shall be provided in compliance with the latest
applicable revision of the ASME /ANSI Al 7 1 Code.
B Special Emergency Service Phase I to return the elevator(s) non -stop to a designated floor
shall be initiated by an elevator smoke detector system or a keyswitch provided in a lobby
fixture.
C. The smoke detector system if required, is to be furnished by others. The elevator contractor
shall provide contacts on the elevator controller to receive signals from the smoke detector
system.
D A keyswitch in the car shall be provided for in -car control of each elevator when on Phase II
of Special Emergency Service.
2.2 HOISTWAY EQUIPMENT
A. Electrical Wiring and Wiring Connections
1 Electrical equipment and wiring shall conform to current NFPA 70- National Electrical
Code requirements.
2. Provide required and adequate electrical wiring gauge sizing and number of electrical
conductors to totally eliminate any voltage /amperage drop /variation for all the
machine room, hoistway switches /interlocks, and car operating fixtures /positions
indicators /exhaust fan /car lighting /inspection station /leveling devices; hall
stations /position indicators and all other elevator electrical equipment.
3 Conductors and Connections.
a. Provide all new wiring in machine room hoistway and car Copper
throughout with individual wires coded and connections on identified studs or
terminal blocks. Use no splices or similar connections in wiring except at
terminal blocks, control cabinets, junction boxes.
b Provide ten percent (10 spare wires in all wiring runs. Separate and mark
all spare wires All spare wire ends shall be turned back or protected against
accidental grounding. Tag all spare conductors indicating termination points
at each end Record all spare conductors in Adjuster's book.
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4 Conduit:
a. Conduit size, 1/2' minimum Do not use flexible conduit exceeding 36' in
length Flexible heavy -duty service cord may be used between fixed car
wiring and car door switches for door protection devices.
b Any existing electrical gutter and conduit may be retained if such equipment
complies with current ASME A17 1 /CSA B44- Safety Code for Elevators and
Escalators and current NEC Requirements.
5 Traveling Cables.
a. Provide new Provide flame and moisture resistant outer cover
b Prevent traveling cables from rubbing or chafing against hoistway or elevator
equipment within hoistway
c Provide ten percent (10 spare conductors in each traveling cable
d. All spare wire ends shall be turned back or protected against accidental
grounding to any live electrical circuit or electrical ground Tag all spare
conductors indicating termination points at each end. Record all spare
conductors in Adjuster's book.
e. Provide all wiring for car lighting, fan and emergency communication
intercom from elevator controller to car and main lobby
B Hoistway Equipment:
1 Entrances.
a. Existing entrances will be retained
2. Door Panels.
a. Existing door panels will be retained. Clean foreign material from door
panels.
b Provide hoistway door Safety Plug Locks at each entrance.
3 Hoistway Door Interlocks.
a. Provide new door interlocks for each hoistway door entrance.
b Provide fire -rated wires from each interlock to hoistway electrical riser as
required by NFPA 70 Conductors shall be flame- retardant and suitable for a
temperature on not less than 392 degrees F Conductors shall be Type SF
or equivalent. Splices are permitted in the hoistway EMT however all
hoistway wiring shall be the Fire Rated electrical wires.
c. Provide green colored electrical ground wire from each interlock to 'elevator
controller' to a stud designated as electrical ground by NFPA 70
requirements. Grounding to electrical conduit (EMT) is not approved
4 Door Hangers
a. Provide new door hangers Adjust for proper operation
5 Door Tracks
a. Provide new replaceable type door tracks.
6 Door Closers.
a. Provide new heavy duty spirator reel closers.,
7 Headers, Struts, Fascia, Dust Covers:
a. Retain existing Replace any missing or broken fastenings. Replace any
fascia or dust cover that is missing, bent or damaged
b Clean dust covers and fascia.
8 Sills.
a. Retain existing sills Check all fastenings. Replace any damaged broken or
missing component.
9 Car Counterweight Guide Rails Brackets:
a. Retain existing guide rails and brackets.
10 Car Counterweight Buffers Pit Equipment:
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a. Retain existing buffers Clean and paint with one coat of Tight gray enamel
Install data plates as required by ASME Al 7 1 /CSA B44
b Retain all existing pit channels Clean and paint with one coat of light gray
enamel
c Replace any missing or broken fastenings.
d. Provide bevel washers for any bolt/nut that is installed in a plane of five (5)
degrees or greater
11 Pit Stop Switch
a. Provide new emergency stop switches in the pit locate so as to be accessible
from the hoistway access door
b Pit switch shall be of the maintaining type and marked to indicate the RUN
and STOP positions.
2.3 SEISMIC REQUIREMENTS
A. Rope Restraints
1 Provide hoist and governor rope sheaves with Rope Restraints as required by ASME
A17 1 /CSA B44 /CSA B44
a. The retainer shall be continuous over not Tess than 2/3 of the arc of contact
between the rope and its sheave and shall be located so that no more than
1/8 of the arc of contact is exposed at each end of the retainer
b Rope restraints may be used in lieu of continuous guards provided they
conform to the following
Where the arc of contact is 30 deg or less and one rope restraint,
located at the midpoint of the arc of contact is provided,
ii. Where the arc of contact exceeds 30 deg and restraints are
provided at intervals not exceeding 30 deg or arc along the arc of
contact and a restraint is located at each end of the arc of
contact.
B Guarding of Snag Points
1 Provide guards to prevent the governor rope and electrical traveling cables from
becoming snagged on guide rail brackets as required by ASME Al 7 1 /CSA B44
a. Governor ropes where located 508 mm (20 -in.) or Tess from a snag point.
b Suspension ropes where located 300 mm (12 -in or Tess from a snag point.
c Traveling cables where any portion of their loop below the mid -point of the
elevator travel is located 900 mm (35 -in) or Tess horizontally from a snag
point.
C. Seismic Switch
1 Provide Seismic switch as required by ASME All 1 /CSA B44 Locate switch as per
manufacturer's instruction
2. Switch shall activate upon excitation in a vertical direction of not more than 0 15
times gravity acceleration. The frequency response of the switch shall be 1 Hz to 10
Hz.
3 Upon activation all elevators which are in motion shall proceed to the nearest
available floor open their doors, and shut down; except that where Phase II
emergency in -car operation is in effect, door operation shall conform to the
requirements of ASME A17 1 /CSA B44
D Counterweight Displacement Switch
1 Provide counterweight displacement device(s) as required by ASME A17 1 /CSA B44
E. Car and Counterweight Position Restraints
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2.4 CAR EQUIPMENT
1 Provide position restraints with the following:
a. The clearance between each running face of the guide rail and the position
restraint shall not exceed 3/16' and the depth of engagement with the rail
shall be not less that the dimension of the side running face of the guide rail.
Except as noted hereafter existing equipment may be refurbished and retained Provide any
modification or addition necessary to meet current Code standards.
A. Car Door Equipment:
1 Door Protective Devices.
a. The car doors shall be provided with a new detector unit that detects an
object in the path of the closing doors at such a distance that reversal of the
doors can be provided without physical contact of the doors.
2. Nudging Action
a. If door opening is obstructed for a predetermined adjustable time (20 30
seconds), sound buzzer and attempt to close doors with a maximum of 3.5 J
(2 1/2 ft -Ibf) kinetic energy Stop and hold doors during closing if detector is
obstructed Allow door to close after obstruction is removed as permitted by
ASME A17 1 /CSA B44
3 Differential Door Time: Adjust timers to enable varying time that doors remain open.
a. Car Call. Hold open time adjustable between 3 and 5 seconds
b Landing Call Hold open time adjustable between 3 and 8 seconds Use
landing call timing when responding to coincidental calls.
c. Door Re -Open Same as for Car Call
B. Roller Guides.
1 Rubber -tired roller guides shall be installed on the top and bottom of the car frame to
engage the guide rails for a smooth riding car Code required restrictor plates will
also be installed on car and counterweight to prohibit derailment in the event of an
earthquake.
C. Car Top Protective Rail
1 Provide as required by ASME A17 1 /CSA B44
D NEW APPLIED CAR OPERATING PANEL
1 An applied car operating panel shall be furnished The panel shall contain a bank of
mechanical illuminated buttons marked to correspond with the landings served, an
emergency call button, emergency stop button, door open and door close buttons, a
code required hands free phone, and a light switch The emergency call button shall
be connected to a bell that serves as an emergency signal A fan switch, if optional
fan is provided shall also be located in the car operating panel All buttons, when
applicable, to be long life LED illumination
E. Car Top Inspection Station and Work Light:
1 Operating fixture shall be provided containing continuous pressure Up Down and
Safe buttons, emergency stop switch inspection and run switch
2. Toggle switches shall not be provided for the Stop Run and Inspection switches
unless the switches are guarded against accidental activation
3 Provide fixed style inspection operation station.
4 Provide 110 VAC outlet with a GFCI duplex receptacle
5 Work light shall be encased in a protective enclosure. Rating of lamp(s) to be at least
that which will generate the amount of illumination required by ASME A17 1 /CSA
B44
F Communication Systems
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1 Provide new ADA approved in -car emergency communication device. Provide all
necessary wiring between the elevator car and the elevator machine room
2. Provide intercom system between elevator car and elevator lobby On -Off activation
is required only at lobby station In car to lobby communication is voice activated
Provide all necessary wiring between elevator car and lobby
G Car Door Operator
1 A Closed Loop door operator shall be installed
a. Doors on the car and at the hoistway entrances shall be power operated
by means of a closed loop door operator mounted on top of the car The
door operator is a fully closed loop system designed to give consistent
door performance with changes in temperature, wind or minor debris in
the door track. The system continually monitors door speed and position
and adjusts it accordingly to match the pre- determined profile
b. Door operation shall be automatic at each landing with door opening
being initiated as the car arrives at the landing and closing taking place
after expiration of an adjustable time interval An electric car door
contact shall prevent the elevator from operating unless the car door is in
the closed position
c Door close shall be arranged to start after a minimum time, consistent
with Handicap Requirements.
d. Doors shall be arranged to remain open for an adjustable time period
sufficient to meet ADA requirements. The time interval for which the
elevator doors remain open when a car stops at a landing shall be
independently adjustable for response to car calls and response to hall
calls
H. DOOR RESTRICTORS
1 Code required door restrictors will be installed to prevent the elevator doors from
being physically forced open outside of the landing zones.
2.5 LIMIT SWITCHES
2.6 CAB INTERIOR
A. Provide new normal and final terminal stopping devices at each terminal landing. The
stopping devices shall have rollers having rubber or other approved composition to
provide silent operation when activated
1 Provide new car mounted cam and brackets.
A. Install one (1) six (6) inch brushed stainless steel base panel to the side and back walls
B Install one (1) brushed stainless steel lower panels below the handrail to the side and back
walls.
C Install one (1) six (6) inch brushed stainless steel handrail backer panel to the side and back
walls.
D Install three (3) 1 %2 round brushed stainless steel sectional handrails to the side and back
walls.
E. Install two (2) Corian panels above the handrail on the side walls color by Architect per
Shop Submittal
F Install three (3) Corian panels above the handrail on the back wall color by Architect per
Shop Submittal.
G Install brushed stainless steel reveals between the panels and corners
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11. Substrate for all panels is fire -rated board.
2.7 CAB FRAMED CEILING
A. Install three (3) brushed aluminum panel framed ceiling
B. Install three (3) twin wall polycarbonate opal diffuser panels.
C. Install two (2) double T -5 florescent light fixtures.
D Flooring by others.
2.8 LANDING CONTROL STATIONS
A. Provide 'Surface Mounted' one (1) hall station at each floor LED's shall be provided to
illuminate when the hall push button(s) are activated Include pushbuttons for direction of
travel.
B Include safety message 'In Case of Fire. (per ASME A17 1 /CSA B44 Appendix H) on push-
button faceplate. Provide Braille and UP DN marking inserts to the left of each button
Locate each hall station forty -two inches (42 to center of buttons from floor level.
C. Provide Phase I Firefighters' Emergency Operation keyed switch with instructions at the
designated level' hall station
1 The key shall be of the type required by ASME Al 7 1 2007 /CSA B44 -07
2.9 SIGNALS
A. Car Position Indicator'
1 The in car position indicator shall be part of car operating station
B Car Traveling Lanterns
1 Direction lantern(s) shall be mounted in car entrance jamb(s), visible from the
corridor which when the car stops and the doors are opening, shall indicate the
direction the car is traveling. A chime shall also be furnished on the car that will
sound once for the `UP' direction and twice for the 'DOWN' direction as the
doors are opening.
2.10 CAR SLING
A. The existing car sling shall be retained.
2.11 PLATFORM
A. The existing platform shall be retained
2.12 CAR SAFETY
A. The existing safety shall be retained
2A3 COUNTERWEIGHT
A. Retain existing counterweights.
2.14 HOIST ROPES SHACKLES
A. Retain the existing hoist ropes
2.15 GOVERNOR GOVERNOR PIT SHEAVE
A. Retain existing governor and pit sheave
2.16 GOVERNOR ROPE
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A. Retain the existing governor rope.
2.17 MACHINE BEAMS
A. The existing machine beams shall be retained
2.18 HOIST MACHINE
A. Retain both hoist machines.
1 Provide new 500 volt AC motor and adapter plate with all required fastenings.
2. Verify front and rear hoist cable guards comply with Code and that brackets are
installed
3 A code required rope gripper will be installed to prevent uncontrolled car
movement.
2.19 CAR MOTION CONTROL AND DISPATCH EQUIPMENT
A. Motion Control is based on the Elevonic RM REGEN control system
1 It is a digital closed -loop microprocessor -based control system specifically
designed to meet the particular needs of UMV traction elevators.
2. The system will use a distributed network of modular microprocessor control
units and solid -state performance measurement devices.
3 The system will use integrated using serial -link communication
4 The control system is to have a Solid -State Safety Circuit. Measurement
transducers will constantly monitor the performance of every elevator function
controlled by microprocessor The control units evaluate this performance
information and automatically adjust performance as necessary to correct
variances within milliseconds
5 'Relative System Response Plus' software dispatches elevators based upon
real -time response to actual demands on the elevator group The software will
be designed to maintain optimum elevator system performance by evaluating
and reassigning hall calls within milliseconds of changes in elevator demand or
performance
B. Fault Diagnosis
1 Capability shall be provided to diagnose faults to the level of individual circuit
boards and individual discreet major components for both the Solid State Power
Controller and the Elevator Logic Controller (Capability to diagnose faults within
an individual circuit board is not required.)
C Operation.
1 Provide standard 'Duplex Selective Collective Operation' for the two passenger
elevator
D Independent Service:
1 Independent service operation shall be provided for all elevators through the
actuation of a keyed switch or toggle switch in the main car operating service
panel. This service will cancel any existing car and hall calls, and hold the doors
open at the landing. The car will only respond to car calls. While on independent
service the hall arrival lanterns shall be inoperative.
PART 3 EXECUTION
3 1 SITE CONDITION INSPECTION
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A. Prior to beginning the Elevator Modernization, Elevator Contractor shall survey the
machine room hoistway and pit. Elevator Contractor shall verify that no conditions exist
which adversely could affect their Work.
B Do not proceed with installation until Work in place conforms to project requirements.
3.2 INSTALLATION
A. Install all elevator equipment in accordance with Manufacturer's direction, referenced
Codes, and Specifications
B Install items so they may be easily removed for maintenance and repair
C Install items so that access for maintenance is safe and readily available.
3.3 FIELD QUALITY CONTROL
A. Work at the jobsite will be checked during the time of Elevator Modernization.
Accomplish corrective Work required prior to performing further installation
3 4 ADJUSTMENTS
A. Adjust all elevator equipment to achieve required performance levels
3.5 ACCEPTANCE INSPECTION AND TESTS
A. Furnish labor materials and equipment necessary for all tests. Final acceptance of
installation will be made only after all field quality control reviews have been completed,
identified deficiencies have been corrected, all submittals and certificates have been
received and the following items have been completed to the satisfaction of code
authorities.
1 Quality of Work and equipment comply with specification
2. Performance of following are satisfactory
a. Door operation and closing force.
b Signal fixtures.
c. Firefighters Service Emergency Operation
d. Performance times.
e. Car speed
f. Seismic testing
3.6 WARRANTY
The elevator contractor's acceptance is conditional on the understanding that their warranty
covers defective material and workmanship The guarantee period shall not extend longer than
one (1) year from the date of completion or acceptance thereof by beneficial use, whichever is
earlier of each elevator The guarantee excludes: ordinary wear and tear or improper use,
vandalism abuse, misuse, or neglect or any other causes beyond the control of the elevator
contractor and this express warranty is in lieu of all other warranties, express or implied, including
any warranty of merchantability or fitness for a particular purpose
END OF SECTION 142100
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Elevator Modernization
PART1 GENERAL
11 SCOPE
SECTION 142400 HYDRAULIC ELEVATORS
A. This section includes work required to complete the Elevator Modernization of two (2) existing
passenger elevators. The work includes all requirements of Firefighters' Service, Seismic and
The Americans with Disability Act (ADA)
B. Comply with applicable building codes and elevator codes at the project site, including but not
limited to the following:
1 Codes
a. ANSI A117 1 Buildings and Facilities, Providing Accessibility and Usability for
Physically Handicapped People.
b ADAAG Americans with Disabilities Act Accessibility Guidelines.
c. ANSI /NFPA 70 National Electrical Code
d ANSI /NFPA 80 Fire Doors and Windows.
e. ASME /ANSI A17 1 Safety Code for Elevators and Escalators
f ANSI /UL 10B Fire Tests of Door Assemblies
g. CAN /CSA C22.1 Canadian Electrical Code.
h. CAN /CSA -B44 Safety Code for Elevators and Escalators.
i. All other local applicable codes.
2. Tests:
a. Perform tests required by Elevator Consultant, AHJ and /or the ASME
A17 1 /CSA B44- Safety Code for Elevators and Escalators, with procedures
described in ASME A17.2 Guide for the Inspection of Elevators in the presence
of the Elevator Inspector
b Supply personnel and equipment for all tests and final inspections. All cost of
such testing and inspections shall be included in the Base Bids.
1.2 GENERAL REQUIREMENTS
A. WORK BY OTHERS
1 Coordinate elevator work with the work of other trades, for proper time and sequence to
avoid construction delays.
2. Provide a smoke detector system located as required with wiring from the sensing
device s to each elevator controller Smoke detectors will be located at each elevator
lobby and in the elevator machine room Interface the detectors with the elevator
controller through the building fire alarm system
3 Provide all electrical wiring, including an electrical ground from the existing main line
disconnect switch to the new elevator controllers.
4 Provide a fused disconnect switch or circuit breaker for each elevator per the National
Electrical Code with feeder or branch wiring to the transformer Size to suit elevator
contractor
5 Provide a 120 volt AC 15 amp single -phase power supply with fused SPST disconnect
switch for each elevator with feeder wiring to each controller for car lights.
6 Provide machine room illumination levels at not less than 200 Ix (19 FTC) or more
distributed evenly around the machine room floor
7 Provide suitable ventilation and cooling equipment, if required, to maintain the machine
room temperature between 45oF and 95oF The relative humidity should not exceed
85 percent non condensing
8 Provide pit illumination levels at not less than (10 FTC) or more distributed evenly
around the pit floor
9 Provide a disconnecting means in the machine room for the circuit supplying the
intercom
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10 Provide a GFCI receptacle in the elevator machine room
11 Provide a GFCI receptacle in the pit under each car
12. All pit lights shall illuminate when either pit light switch is turned to the ON position
13. Provide one (1) outside telephone line to the elevator machine room that allows data
calls to and from a toll -free number at a dispatching center The telephone line may be
either a separate line dedicated to the remote monitoring maintenance equipment or
may be an existing line that is shared between another telephone and the remote
monitoring maintenance equipment.
14 Do any cutting, including cutouts to accommodate hall signal fixtures, patching and
painting of walls, floors or partitions.
15 Provide electrical power for light, tools, hoists, etc. during installation as well as electric
current for starting, testing and adjusting the elevator
16 Construction of legal machine rooms
17 Provide suitable on site storage close to the elevator hoistways and temporary weather
tight storage facilities as may be required for materials that will be damaged by storage
in the open
B WORK INCLUDED
1 Furnish provide and install car station, hall stations, controller new pump unit with
valve, pump and motor electrical wiring in the car and new traveling cables, car door
operator car top inspection station hoistway interlocks, intercoms, Firefighters' Service,
Seismic requirements and all requirements of The Americans with Disability Act (ADA)
2. Retain existing car speeds, capacity and door size.
C. SUBMITTALS
1 Items for Submittals.
a. Within 30 calendar days following notice to proceed with the Work, Elevator
Contractor shall submit and have approved, calculations, layouts, shop
drawings and material samples as noted hereafter At job conclusion, provide
wiring diagrams, instructions, keys and test sheets.
D DRAWINGS DIAGRAMS OTHER INFORMATION
1 Layout Drawings.
a. Elevator Contractor shall submit three (3) copies of layout drawings, accessory
and fixture drawings, details and finish samples to Elevator Consultant for
review One (1) copy /sample shall be returned to Elevator Contractor within
fifteen (15) calendar days of transmittal date.
E. WIRING DIAGRAMS, MAINTENANCE MANUALS
1 Wiring Diagrams.
a. Provide complete As Built and Installed' straight -line wiring diagrams.
2 Operations and Maintenance Manuals.
a. Furnish three (3) complete Operation and Maintenance Manuals covering the
stipulated mechanical systems and equipment.
1.3 MATERIAL AND EQUIPMENT
A. TRANSPORTATION AND HANDLING
1 Materials, products and equipment shall be properly packaged and protected to prevent
damage during transportation and handling.
B. STORAGE AND PROTECTION
1 Store and protect delivered materials from damage. Do not use damaged material in
the Work.
14 ALTERATIONS
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A. DESCRIPTION
1 General Perform alterations and related Work in accordance with requirements of the
Contract Documents.
B. SCHEDULING
1 Before commencing any alteration Work, submit for review and approval by and
Hospital Management, a schedule showing the material ship dates, time of material on-
site, commencement of work, the order and the completion dates for the various parts
of the elevator modernization
C. PROTECTION
1 Provide, erect, and maintain lights, barriers, weather protection, warning signs, and
other items as required for proper protection of building tenants, visitors and all workers
engaged in Work, either directly or indirectly for the elevator modernization.
2. Provide and maintain temporary protection of the existing structure designated to
remain where removal and new work is being completed, connections made, materials
handled or equipment moved
3 Do not close or obstruct walkways, passageways or stairways. Do not store or place
materials in passageways, stairs or other means of egress. Conduct operations with
minimum traffic interference
D QUALITY OF WORK
1 Perform removal and alteration Work as shown with due care.
2. Materials or items designated to be reinstalled as stated in Section 14210 shall be
removed with care, under the supervision of the trade responsible for reinstallation, and
protected and stored until reinstalled Replace any material or items damaged in its
removal or reinstallation
3 Materials or items removed and not designated to become the property of Owner shall
be removed to an on site location designated by the Owner Final disposal is to be by
the Owner
4 Execute the Work in a careful and orderly manner with the least possible disturbance
to the building occupants.
1.5 QUALITY ASSURANCE
A. Elevator Contractor shall furnish all special tools, meters, diagnostic tools /devices,
troubleshooting special hand -held tools /devices, printed information, adjusting information and
all other special tools /devices to perform maintenance, troubleshooting repairing and adjusting,
before starting the elevator project. No substitutions of proprietary circuit boards, EPROMS,
hardware locks, software passwords or coding shall be allowed
B. Elevator Contractor that installs the equipment shall provide the availability of any Elevator
Maintenance Contractor to purchase and receive all spare parts within seventy two (72) hours
from date of parts order by Elevator Contractor or Owner Replacement and spare parts are
defined as any and all items required to maintain, service, repair adjust and operate the
elevator as designed and installed, in a safe and trouble free manner Elevator Contractor shall
sell any and all spare parts including proprietary parts to Owner during the entire life cycle of the
elevator equipment.
C. Acceptable Manufacturers
1 Elevator Controls.
a. Otis Elevonic® 211 Control System or approved equal
2. Fixtures.
a. Otis M3 Surface Mounted in the hall and applied in the car or approved equal.
3 Car Door Protective Device
a. Otis Lambda® 3 -D or approved equal
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PART 2 PRODUCTS
4 Car Door Operator
a. Otis AT -400 Closed Loop or approved equal
5 Hoistway Door Interlocks/Tracks /Hangers.
a. Otis Elevator Company or approved equal
6 Car /Hall Position Indicators /Signals:
a. Otis or approved equal
1 6 OUTLINE OF EQUIPMENT
DUTY
The present capacity and speed of the elevators will be (retained) as follows
Elevators numbered I Capacity (pounds) I Speed (Feet per Minute)
3 1 3500 1 100
5 1 3500 1 100
TRAVEL
The present travel of the elevators will be (retained) as follows:
Elevators numbered I From floor to floor I Rise (feet)
3 11 to 4 148 feet
5 11 to 4 148 feet
A. SPECIAL EMERGENCY SERVICE
1 Special Emergency Service operation shall be provided in compliance with the latest
applicable revision of the ASME /ANSI Al 7 1 Code.
2. Special Emergency Service Phase I to return the elevator(s) non -stop to a designated
floor shall be initiated by an elevator smoke detector system or a keyswitch provided in
a lobby fixture.
3 The smoke detector system if required, is to be furnished by others The elevator
contractor shall provide contacts on the elevator controller to receive signals from the
smoke detector system
4 A keyswitch in the car shall be provided for in -car control of each elevator when on
Phase II of Special Emergency Service.
2.2 HOISTWAY EQUIPMENT
A. Electrical Wiring and Wiring Connections.
1 Electrical equipment and wiring shall conform to current NFPA 70- National Electrical
Code requirements.
2. Provide required and adequate electrical wiring gauge sizing and number of electrical
conductors to totally eliminate any voltage /amperage drop /variation for all the machine
room hoistway switches /interlocks, and car operating fixtures /positions
indicators /exhaust fan /car lighting /inspection station /leveling devices; hall
stations /position indicators and all other elevator electrical equipment.
3 Conductors and Connections.
a. Provide all new wiring in machine room, hoistway and car Copper throughout
with individual wires coded and connections on identified studs or terminal
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Elevator Modernization
blocks Use no splices or similar connections in wiring except at terminal
blocks, control cabinets junction boxes
b Provide ten percent (10 spare wires in all wiring runs Separate and mark all
spare wires All spare wire ends shall be turned back or protected against
accidental grounding Tag all spare conductors indicating termination points at
each end Record all spare conductors in Adjuster's book.
4 Conduit:
a. Conduit size, 1/2' minimum Do not use flexible conduit exceeding 36' in
length. Flexible heavy -duty service cord may be used between fixed car wiring
and car door switches for door protection devices.
b Any existing electrical gutter and conduit may be retained if such equipment
complies with current ASME A17 1 /CSA B44- Safety Code for Elevators and
Escalators and current NEC Requirements
5 Traveling Cables
a. Provide new Provide flame and moisture resistant outer cover
b Prevent traveling cables from rubbing or chafing against hoistway or elevator
equipment within hoistway
c. Provide ten percent (10 spare conductors in each traveling cable.
d. All spare wire ends shall be turned back or protected against accidental
grounding to any live electrical circuit or electrical ground Tag all spare
conductors indicating termination points at each end Record all spare
conductors in Adjuster's book.
e. Provide all wiring for car lighting, fan and emergency communication intercom
from elevator controller to car and main lobby
B. Hoistway Equipment:
1 Entrances.
a. Existing entrances will be retained
2. Door Panels.
a. Existing door panels will be retained. Clean foreign material from door panels
b. Provide hoistway door Safety Plug Locks at each entrance.
3 Hoistway Door Interlocks:
a. Provide new door interlocks for each hoistway door entrance
b. Provide fire -rated wires from each interlock to hoistway electrical riser as
required by NFPA 70 Conductors shall be flame- retardant and suitable for a
temperature on not less than 392 degrees F Conductors shall be Type SF or
equivalent. Splices are permitted in the hoistway EMT however all hoistway
wiring shall be the Fire Rated electrical wires.
c. Provide green colored electrical ground wire from each interlock to 'elevator
controller' to a stud designated as electrical ground by NFPA 70 requirements.
Grounding to electrical conduit (EMT) is not approved
4 Door Hangers
a. Provide new door hangers. Adjust for proper operation
5 Door Tracks.
a. Provide new replaceable type door tracks.
6. Door Closers.
a. Provide new heavy duty spirator reel closers.
7 Headers, Struts, Fascia, Dust Covers:
a. Retain existing. Replace any missing or broken fastenings Replace any fascia
or dust cover that is missing bent or damaged.
b Clean dust covers and fascia.
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Elevator Modernization
8 Sills
a. Retain existing sills. Check all fastenings Replace any damaged, broken or
missing component.
9 Pit Stop Switch
a. Provide new emergency stop switches in the pit locate so as to be accessible
from the hoistway access door
b Pit switch shall be of the maintaining type and marked to indicate the RUN and
STOP positions
2.3 SEISMIC REQUIREMENTS
A. Seismic Rupture Valve
2.4 CAR EQUIPMENT
Except as noted hereafter existing equipment may be refurbished and retained Provide any
modification or addition necessary to meet current Code standards
A. Car Door Equipment:
1 Door Protective Devices.
a. The car doors shall be provided with a new detector unit that detects an object
in the path of the closing doors at such a distance that reversal of the doors can
be provided without physical contact of the doors.
2. Nudging Action
a. If door opening is obstructed for a predetermined adjustable time (20 30
seconds), sound buzzer and attempt to close doors with a maximum of 3.5 J (2
1/2 ft -Ibf) kinetic energy Stop and hold doors during closing if detector is
obstructed Allow door to close after obstruction is removed as permitted by
ASME A17 1 /CSA B44
3 Differential Door Time: Adjust timers to enable varying time that doors remain open
a. Car Call* Hold open time adjustable between 3 and 5 seconds.
b Landing Call. Hold open time adjustable between 3 and 8 seconds. Use
landing call timing when responding to coincidental calls.
c. Door Re -Open Same as for Car Call.
B Car Top Protective Rail
1 Provide as required by ASME A17 1 /CSA B44
C. NEW APPLIED CAR OPERATING PANEL
1 An applied car operating panel shall be furnished The panel shall contain a bank of
mechanical illuminated buttons marked to correspond with the landings served, an
emergency call button emergency stop button, door open and door close buttons, a
code required hands free phone, and a light switch The emergency call button shall be
connected to a bell that serves as an emergency signal A fan switch, if optional fan is
provided, shall also be located in the car operating panel All buttons, when applicable,
to be long life LED illumination.
D Car Top Inspection Station and Work Light:
1 Operating fixture shall be provided containing continuous pressure Up Down and Safe
buttons, emergency stop switch, inspection and run switch
2. Toggle switches shall not be provided for the Stop Run and Inspection switches unless
the switches are guarded against accidental activation
3 Provide fixed style inspection operation station
4 Provide 110 VAC outlet with a GFCI duplex receptacle
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Elevator Modernization
2.5 LIMIT SWITCHES
2.6 CAB INTERIOR
5 Work light shall be encased in a protective enclosure Rating of lamp(s) to be at least
that which will generate the amount of illumination required by ASME A17 1 /CSA B44
E. Communication Systems
1 Provide new ADA approved in -car emergency communication device Provide all
necessary wiring between the elevator car and the elevator machine room
2. Provide intercom system between elevator car and elevator lobby On -Off activation is
required only at lobby station In car to lobby communication is voice activated.
Provide all necessary wiring between elevator car and lobby
F Car Door Operator
1 A Closed Loop door operator shall be installed
a. Doors on the car and at the hoistway entrances shall be power operated by
means of a closed loop door operator mounted on top of the car The door
operator is a fully closed loop system designed to give consistent door
performance with changes in temperature, wind or minor debris in the door
track. The system continually monitors door speed and position and adjusts it
accordingly to match the pre- determined profile.
b Door operation shall be automatic at each landing with door opening being
initiated as the car arrives at the landing and closing taking place after
expiration of an adjustable time interval An electric car door contact shall
prevent the elevator from operating unless the car door is in the closed position
c. Door close shall be arranged to start after a minimum time, consistent with
Handicap Requirements.
d. Doors shall be arranged to remain open for an adjustable time period sufficient
to meet ADA requirements. The time interval for which the elevator doors
remain open when a car stops at a landing shall be independently adjustable
for response to car calls and response to hall calls.
G DOOR RESTRICTORS
1 Code required door restrictors will be installed to prevent the elevator doors from being
physically forced open outside of the landing zones.
A. Provide new normal and final terminal stopping devices at each terminal landing. The stopping
devices shall have rollers having rubber or other approved composition to provide silent
operation when activated
1 Provide new car mounted cam and brackets
A. Install one (1) six (6) inch brushed stainless steel base panel to the side and back walls
B Install one (1) brushed stainless steel lower panels below the handrail to the side and back
walls.
C. Install one (1) six (6) inch brushed stainless steel handrail backer panel to the side and back
walls.
D Install three (3) 1 %2 round brushed stainless steel sectional handrails to the side and back
walls
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E. Install two (2) InPro Corporation Sanparrel rigid vinyl panels (thickness equals 060 above the
handrail on the side walls selection by Architect per Shop Submittal
F Install three (3) InPro Corporation Sanparrel rigid vinyl panels (thickness equals 060 above
the handrail on the back wall selection by Architect per Shop Submittal
G Install brushed stainless steel reveals between the panels and corners
H. Substrate for all panels is fire -rated board
2.7 CAB FRAMED CEILING
A. Install three (3) brushed aluminum panel framed ceiling
B Install three (3) twin wall polycarbonate opal diffuser panels
C. Install two (2) double T 5 florescent light fixtures.
D Flooring by others
2.8 LANDING CONTROL STATIONS
A. Provide 'Surface Mounted' one (1) hall station at each floor LED's shall be provided to
illuminate when the hall push button(s) are activated Include pushbuttons for direction of travel
B Include safety message 'In Case of Fire. (per ASME A17 1 /CSA B44 Appendix H) on push-
button faceplate. Provide Braille and UP DN marking inserts to the left of each button.
Locate each hall station forty -two inches (42 to center of buttons from floor level
C. Provide Phase I Firefighters' Emergency Operation keyed switch with instructions at the
'designated level' hall station.
1 The key shall be of the type required by ASME All 1 2007 /CSA B44 -07
2.9 SIGNALS
A. Car Position Indicator•
1 The in car position indicator shall be part of car operating station
B Car Traveling Lanterns
1 Direction lantern(s) shall be mounted in car entrance jamb(s), visible from the corridor
which when the car stops and the doors are opening, shall indicate the direction the car
is traveling A chime shall also be furnished on the car that will sound once for the 'UP'
direction and twice for the 'DOWN' direction as the doors are opening.
2.10 CAR SLING
A. The existing car sling shall be retained
2.11 PLATFORM
A. The existing platform shall be retained
2.12 HOIST MACHINE
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A. SOFT STARTER (NEW)
1 A new solid -state starter will be provided It will be of the same power requirement and
starting configuration as presently exists.
B MOTOR
1 The existing motor will be replaced with a motor that is of the same power
characteristics and starting configuration as presently exists.
C. POWER UNIT (NEW)
1 The existing power unit will be replaced with a new power unit. The new power unit
consists of a positive displacement pump motor integral 4 -coil control valve, oil tank
and muffler The pump and motor are submerged and are mounted to the tank with
rubber isolators to reduce vibration and noise. A muffler is provided to dissipate
pulsations and noise from the flow of hydraulic fluid The valve consists of up up
leveling, down and down leveling controls along with manual lowering and a pressure
relief valve.
D VALVE (NEW)
1 A new integral 4 -coil control valve will be installed to replace the existing valve. The
valve consists of up up leveling, down and down leveling controls along with manual
lowering and a pressure relief valve.
2.13 CAR MOTION CONTROL AND DISPATCH EQUIPMENT
A. A microprocessor -based control system shall be provided to perform all the functions of safe
elevator motion and elevator door control This shall include all the hardware required to
connect, transfer and interrupt power and protect the motor against overloading The system
shall also perform group operational control
Each controller cabinet containing memory equipment shall be properly shielded from line
pollution The microcomputer system shall be designed to accept reprogramming with minimum
system downtime.
B Fault Diagnosis:
1 Capability shall be provided to diagnose faults to the level of individual circuit boards
and individual discreet major components for both the Solid State Power Controller and
the Elevator Logic Controller (Capability to diagnose faults within an individual circuit
board is not required
C. Operation.
1 Provide standard 'Collective Operation' for the two passenger elevators.
D Independent Service.
1 Independent service operation shall be provided for all elevators through the actuation
of a keyed switch or toggle switch in the main car operating service panel This service
will cancel any existing car and hall calls, and hold the doors open at the landing. The
car will only respond to car calls. While on independent service the hall arrival lanterns
shall be inoperative
PART 3 EXECUTION
3 1 SITE CONDITION INSPECTION
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Elevator Modernization
A. Prior to beginning the Elevator Modernization Elevator Contractor shall survey the machine
room hoistway and pit. Elevator Contractor shall verify that no conditions exist which adversely
could affect their Work.
B Do not proceed with installation until Work in place conforms to project requirements.
3.2 INSTALLATION
A. Install all elevator equipment in accordance with Manufacturer's direction referenced Codes,
and Specifications.
B Install items so they may be easily removed for maintenance and repair
C. Install items so that access for maintenance is safe and readily available.
3.3 FIELD QUALITY CONTROL
A. Work at the jobsite will be checked during the time of Elevator Modernization Accomplish
corrective Work required prior to performing further installation
3 4 ADJUSTMENTS
A. Adjust all elevator equipment to achieve required performance levels
3.5 ACCEPTANCE INSPECTION AND TESTS
A. Furnish labor materials and equipment necessary for all tests. Final acceptance of installation
will be made only after all field quality control reviews have been completed, identified
deficiencies have been corrected, all submittals and certificates have been received and the
following items have been completed to the satisfaction of code authorities
1 Quality of Work and equipment comply with specification.
2. Performance of following are satisfactory
a. Door operation and closing force
b Signal fixtures
c Firefighters Service Emergency Operation
d. Performance times.
e. Car speed
f. Seismic testing
3.6 WARRANTY
The elevator contractor's acceptance is conditional on the understanding that their warranty
covers defective material and workmanship The guarantee period shall not extend longer than
one (1) year from the date of completion or acceptance thereof by beneficial use, whichever is
earlier of each elevator The guarantee excludes ordinary wear and tear or improper use,
vandalism abuse, misuse, or neglect or any other causes beyond the control of the elevator
contractor and this express warranty is in lieu of all other warranties, express or implied,
including any warranty of merchantability or fitness for a particular purpose
END OF SECTION
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PART1 GENERAL
SECTION 21 13 13
WET -PIPE SPRINKLER SYSTEMS
1 1 SCOPE OF WORK
A. Design, installation and testing shall be in accordance with
NFPA 13 except for specified exceptions.
B Modification of the existing sprinkler system as indicated on the drawings and as further required
by these specifications.
1.2 RELATED WORK
A. Section 09 90 00 PAINTING.
1.3 QUALITY ASSURANCE
A. Installer Reliability The installer shall possess a valid State of Washington contractor's license.
The installer shall have been actively and successfully engaged in the installation of commercial
automatic sprinkler systems for the past ten years.
B. Materials and Equipment: All equipment and devices shall be of a make and type listed by UL
and approved by FM, or other nationally recognized testing laboratory for the specific purpose for
which it is used. All materials, devices, and equipment shall be approved by the VA.
C. Submittals: Submit as one package in accordance with Section 01 33 23, SHOP DRAWINGS,
PRODUCT DATA, AND SAMPLES. Prepare detailed working drawings that are signed by a
NICET Level III or Level IV Sprinkler Technician or stamped by a Registered Professional
Engineer practicing in the field of Fire Protection Engineering. As review is for technical adequacy
only the installer remains responsible for correcting any conflicts with other trades and building
construction that arise during installation. Partial submittals will not be accepted. Material
submittals shall be approved prior to the purchase or delivery to the job site. Suitably bind
submittals in notebooks or binders and provide index referencing the appropriate specification
section. Submittals shall include, but not be limited to, the following:
1 Qualifications:
a. Provide a copy of the installing contractors fire sprinkler and state contractors license.
2. Drawings: Submit detailed 1/8 inch scale (minimum) working drawings conforming to NFPA
13.
3. Manufacturers Data Sheets:
a. Provide for materials and equipment proposed for use on the system. Include listing
information and installation instructions in data sheets. Where data sheet describes items
in addition to that item being submitted, clearly identify proposed item on the sheet.
4 Calculation Sheets: Submit hydraulic calculation sheets in tabular form conforming to the
requirements and recommendations of NFPA 13.
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5. Final Document Submittals: Provide as -built drawings, testing and maintenance instructions
in accordance with the requirements in Division 01 Submittals shall include, but not be
limited to the following:
a. One complete set of reproducible as -built drawings showing the installed system with the
specific interconnections between the waterflow switch or pressure switch and the fire
alarm equipment.
b Material and Testing Certificate: Upon completion of the sprinkler system installation or 1
any partial section of the system including testing and flushing, provide a copy of a
completed Material and Testing Certificate as indicated in NFPA 13.
c. Certificates shall document all parts of the installation.
D Design Basis Information. Provide design materials, equipment, installation, inspection, and
testing of the automatic sprinkler system in accordance with the requirements of NFPA 13.
Recommendations in appendices shall be treated as requirements.
1 Perform hydraulic calculations in accordance with NFPA 13 utilizing the Area /Density
method. Do not restrict design area reductions permitted for using quick response sprinklers
throughout by the required use of standard response sprinklers in the areas identified in this
section.
2. Sprinkler Protection: To determining spacing and sizing, apply the following coverage
classifications.
a. Light Hazard Occupancies: Patient care, treatment, and customary access areas.
b Ordinary Hazard Group 1 Occupancies: Laboratories, Mechanical Equipment Rooms,
Transformer Rooms, Electrical Switchgear Rooms, Electric Closets, Elevator Shafts,
Elevator Machine Rooms.
c. Ordinary Hazard Group 2 Occupancies: Storage rooms trash rooms, clean and soiled
linen rooms, pharmacy and associated storage, laundry kitchens, kitchen storage areas,
retail stores, retail store storage rooms, storage areas, building management storage,
boiler plants, energy centers, warehouse spaces, file storage areas for the entire area of
the space up to 140 square meters (1500 square feet) and Supply Processing and
Distribution (SPD).
d. Request clarification from the Owner for any hazard classification not identified
3 Hydraulic Calculations: Calculated demand including hose stream requirements shall fall no
Tess than 10 percent below the available water supply curve.
4 Water Supply Obtain water supply flow test data from local authorities having jurisdiction.
5 Provide seismic protection in accordance with NFPA 13.
1.4 APPLICABLE PUIBLICATIONS
A. The publications listed below form a part of this specification to the extent referenced. The
publications are referenced in the text by the basic designation only
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B National Fire Protection Association (NFPA):
13 -2002 Installation of Sprinkler Systems
101 22003 Safety to Life from Fire in Buildings and Structures (Life Safety
Code)
170 -1999 Fire Safety Symbols
C Underwriters Laboratories, Inc. (UL):
Fire Protection Equipment Directory 2001
D Factory Mutual Engineering Corporation (FM):
Approval Guide 2001
E. International Building Code 2007
F Foundation for Cross Connection Control and Hydraulic Research -2005
PART 2 PRODUCTS
2.1 PIPING FITTINGS
A. Sprinkler systems in accordance with NFPA 13.
2.2 VALVES
A. Valves in accordance with NFPA 13.
B Do not use quarter turn ball valves for 50 mm (2 inch) or larger drain valves.
2.3 NOT USED
2.4 SPRINKLERS
A. All sprinklers shall be FM approved. Provide quick response sprinklers in all areas, except where
specifically prohibited by their listing or approval
1 Elevator shafts and elevator machine rooms: Standard response sprinklers.
2. Elevator pit: sidewall sprinklers. /1
B. Temperature Ratings: In accordance with NFPA 13, except as follows:
1 Sprinklers in elevator shafts, elevator pits, and elevator machine rooms: Intermediate
temperature rated.
2.5 NOT USED
2.6 IDENTIFICATION SIGNS /HYDRAULIC PLACARDS
Plastic, steel or aluminum signs with white lettering on a red background with holes for easy
attachment. Enter pertinent data for each system on the hydraulic placard.
2.7 GAUGES
Provide gauges as required by NFPA 13.
2.8 PIPE HANGERS AND SUPPORTS
Supports, hangers, etc. of an approved pattern placement to conform to NFPA 13. System piping
shall be substantially supported to the building structure. The installation of hangers and supports
shall adhere to the requirements set forth in NFPA 13, Standard for Installation of Sprinkler
Systems. Materials used in the installation or construction of hangers and supports shall be listed
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and approved for such application. Hangers or supports not specifically listed for service shall be
designed and bear the seal of a professional engineer
2.11 WALL, FLOOR AND CEILING PLATES
Provide chrome plated steel escutcheon plates for exposed piping passing though walls, floors or
ceilings.
2.12 ANTIFREEZE SOLUTION
Antifreeze solution shall be compatible with potable water supply in accordance with NFPA 13.
PART 3 EXECUTION
3.1 INSTALLATION
A. Installation shall be accomplished by the licensed contractor Provide a qualified technician,
experienced in the installation and operation of the type of system being installed, to supervise
the installation and testing of the system.
B Installation of Piping: Accurately cut pipe to measurements established by the installer and work
into place without springing or forcing. In any situation where bending of the pipe is required use
a standard pipe- bending template. Install concealed piping in spaces that have finished ceilings.
Where ceiling mounted equipment exists, such as in operating and radiology rooms, install
sprinklers so as not to obstruct the movement or operation of the equipment. Sidewall heads may
need to be utilized Locate piping in stairways as near to the ceiling as possible to prevent
tampering by unauthorized personnel and to provide a minimum headroom clearance of 2250
mm (seven feet six inches). To prevent an obstruction to egress, provide piping clearances in
accordance with NFPA 101
C Welding: Conform to the requirements and recommendations of NFPA 13.
D Drains: Pipe drains to discharge at safe points outside of the building or to sight cones attached
to drains of adequate size to readily carry the full flow from each drain under maximum pressure.
Do not provide a direct drain connection to sewer system or discharge into sinks. Install drips and
drains where necessary and required by NFPA 13.
E. NOT USED
F NOT USED
G. Inspector's Test Connection: Install and supply in conformance with NFPA 13, locate in a secured
area, and discharge to the exterior of the building.
H NOT USED
I Affix cutout disks, which are created by cutting holes in the walls of pipe for flow switches and
non threaded pipe connections to the respective waterflow switch or pipe connection near to the
pipe from where they were cut.
J Sleeves: Provide for pipes passing through masonry or concrete. Provide space between the
pipe and the sleeve in accordance with NFPA 13. Seal this space with a UL Listed through
penetration fire stop material in accordance with Section 07 84 00 FIRESTOPPING Where core
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drilling is used in lieu of sleeves, also seal space. Seal penetrations of walls, floors and ceilings of
other types of construction, in accordance with Section 07 84 00 FIRESTOPPING.
K. NOT USED
L. NOT USED
M Firestopping shall comply with Section 07 84 00 FIRESTOPPING.
N NOT USED
O Securely attach identification signs to control valves, drain valves, and test valves. Locate
hydraulic placard information signs at each sectional control valve where there is a zone water
flow switch.
P Repairs: Repair damage to the building or equipment resulting from the installation of the
sprinkler system by the installer at no additional expense to the Owner
Q. Interruption of Service There shall be no interruption of the existing sprinkler protection, water
electric, or fire alarm services without prior permission of the Owner Contractor shall develop an
interim fire protection program where interruptions involve in occupied spaces. Request in writing
at least one week prior to the planned interruption.
3.2 INSPECTION AND TEST
A. Preliminary Testing: Flush newly installed systems prior to performing hydrostatic tests in order to
remove any debris which may have been left as well as ensuring piping is unobstructed
Hydrostatically test system, including the fire department connections, as specified in NFPA 13,
in the presence of the owner or his designated representative.
B Final Inspection and Testing: Subject system to tests in accordance with NFPA 13, and when all
necessary corrections have been accomplished, advise the owner to schedule a final inspection
and test. Connection to the fire alarm system shall have been in service for at least ten days prior
to the final inspection, with adjustments made to prevent false alarms. Furnish all instruments,
labor and materials required for the tests and provide the services of the installation foreman or
other competent representative of the installer to perform the tests. Correct deficiencies and
retest system as necessary prior to the final acceptance. Include the operation of all features of
the systems under normal operations in test.
E N D
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SECTION 23 05 11
COMMON WORK RESULTS FOR HVAC
PART1 GENERAL
1 1 DESCRIPTION
A. The requirements of this Section apply to all sections of Division 23.
B. Definitions:
1 Exposed: Piping, ductwork, and equipment exposed to view in finished rooms.
2. Option or optional: Contractor's choice of an alternate material or method.
1.2 RELATED WORK
A. Section 00 72 00 GENERAL CONDITIONS.
B. Division 01 GENERAL REQUIREMENTS.
C Section 02 82 00 ASBESTOS ABATEMENT
D Section 05 50 00 METAL FABRICATIONS
E. Section 07 90 05, JOINT SEALERS.
F Section 09 90 00 PAINTING.
G. Division 26, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS
1.3 QUALITY ASSURANCE
A. Mechanical, electrical and associated systems shall be safe, reliable, efficient, durable, easily
and safely operable and maintainable, easily and safely accessible and in compliance with
applicable codes as specified. The systems shall be comprised of high quality institutional -class
and industrial -class products of manufacturers that are experienced specialists in the required
product lines. All construction firms and personnel shall be experienced and qualified specialists
in industrial and institutional HVAC as applicable.
B Products Criteria:
1 Standard Products: Material and equipment shall be the standard products of a manufacturer
regularly engaged in the manufacture of the products for at least 3 years. The design, model
and size of each item shall have been in satisfactory and efficient operation on at least three
installations for approximately three years. However digital electronics devices, software and
systems such as controls, instruments, computer work station, shall be the current generation
of technology and basic design that has a proven satisfactory service record of at least three
years. See other specification sections for any exceptions.
2. All items furnished shall be free from defects that would adversely affect the performance,
maintainability and appearance of individual components and overall assembly
3. Conform to codes and standards as required by the specifications. Conform to local codes, if
the local codes are more stringent then those specified. Refer any conflicts to the Engineer
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4 Multiple Units: When two or more units of materials or equipment of the same type or class
are required, these units shall be products of one manufacturer
5. Assembled Units. Manufacturers of equipment assemblies, which use components made by
others, assume complete responsibility for the final assembled product.
6. Nameplates: Nameplate bearing manufacturer's name or identifiable trademark shall be
securely affixed in a conspicuous place on equipment, or name or trademark cast integrally
with equipment, stamped or otherwise permanently marked on each item of equipment.
7 Asbestos products or equipment or materials containing asbestos shall not be used.
E. Equipment Service Organizations:
1 HVAC Products and systems shall be supported by service organizations that maintain a
complete inventory of repair parts and are located reasonably close to the site.
F HVAC Mechanical Systems Welding: Before any welding is performed contractor shall submit a
certificate certifying that welders comply with the following requirements:
1 Qualify welding processes and operators for piping according to ASME 'Boiler and Pressure
Vessel Code' Section IX, 'Welding and Brazing Qualifications'
2. Comply with provisions of ASME B31 series 'Code for Pressure Piping'
3. Certify that each welder has passed American Welding Society (AWS) qualification tests for
the welding processes involved, and that certification is current.
G. Execution (Installation, Construction) Quality
1 Apply and install all items in accordance with manufacturer's written instructions. Refer
conflicts between the manufacturer's instructions and the contract drawings and
specifications to the Engineer for resolution.
2. All items that reauire access. such as for operating. cleanina. servicina. maintenance. and
calibration. shall be easily and safely accessible by persons standing at floor level. or
standina on permanent platforms, without the use of portable ladders. Examples of these
items include. but are not limited to: all types of valves. filters and strainers. transmitters.
control devices. Prior to commencing installation work, refer conflicts between this
requirement and contract drawings to the Engineer for resolution
3. Provide complete layout drawings required by Paragraph, SUBMITTALS. Do not commence
construction work on any system until the layout drawings have been approved.
1.4 SUBMITTALS
A. Submit in accordance with Division 01 and with requirements in the individual specification
sections.
B Contractor shall make all necessary field measurements and investigations to assure that the
equipment and assemblies will meet contract requirements.
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C If equipment is submitted which differs in arrangement from that shown, provide drawings that
show the rearrangement of all associated systems. Approval will be given only if all features of
the equipment and associated systems, including accessibility are equivalent to that required by
the contract.
D Prior to submitting shop drawings for approval contractor shall certify in writing that
manufacturers of all major items of equipment have each reviewed drawings and specifications,
and have jointly coordinated and properly integrated their equipment and controls to provide a
complete and efficient installation.
E. Upon request by the Owner provide lists of previous installations for selected items of
equipment. Include contact persons who will serve as references, with telephone numbers and
e -mail addresses.
F Submittals and shop drawings for interdependent items, containing applicable descriptive
information, shall be furnished together and complete in a group. Coordinate and properly
integrate materials and equipment in each group to provide a completely compatible and efficient
installation. Final review and approvals will be made only by groups.
G. Samples: Samples will not be required except for insulation or where materials offered differ
from specification requirements. Samples shall be accompanied by full description of
characteristics different from specification. The Contractor may submit samples of additional
material at the Contractor's option
H Layout Drawings:
1 Submit complete consolidated and coordinated layout drawings for all new systems, and for
existing systems that are in the same areas.
2. The drawings shall include plan views, elevations and sections of all systems and shall be on
a scale of not less than 1:32 (3/8 -inch equal to one foot). Clearly identify and dimension the
proposed locations of the principal items of equipment. The drawings shall clearly show
locations and adequate clearance for all equipment, piping, valves, control panels and other
items. Show the access means for all items requiring access for operations and
maintenance. Provide detailed layout drawings of all piping and duct systems.
3. Do not install equipment foundations, equipment or piping until layout drawings have been
approved.
4 For HVAC systems, provide details of the following:
a. Mechanical equipment rooms.
b Interstitial space.
c. Hangers, inserts, supports, and bracing.
d. Pipe sleeves.
e. Duct or equipment penetrations of floors, walls, ceilings, or roofs.
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I Manufacturer's Literature and Data: Submit under the pertinent section rather than under this
section.
1 Submit belt drive with the driven equipment. Submit selection data for specific drives when
requested by the Resident Engineer
2. Submit electric motor data and variable speed drive data with the driven equipment.
3. Equipment and materials identification
4 Fire stopping materials.
5 Hangers, inserts supports and bracing. Provide Toad calculations for variable spring and
constant support hangers.
6. Wall floor and ceiling plates.
J HVAC Maintenance Data and Operating Instructions:
1 Maintenance and operating manuals in accordance with Division 01 GENERAL
REQUIREMENTS
2. Provide a listing of recommended replacement parts for keeping in stock supply including
sources of supply for equipment.
1.5 APPLICABLE PUBLICATIONS
A. The publications listed below form a part of this specification to the extent referenced. The
publications are referenced in the text by the basic designation only
B Air Conditioning and Refrigeration Institute (ARI):
430 -99 Central Station Air Handling Units
C American National Standard Institute (ANSI):
B31 1 -2004 Power Piping
D Rubber Manufacturers Association (ANSI /RMA):
IP 20 -2007
IP -21 1991(1997)
IP 22 2007
Section 1 -2007
Section IX -2007
Code for Pressure Piping:
B31 1 -2004
Drives Using Classical V -Belts and Sheaves
Drives Using Double -V (Hexagonal) Belts
Drives Using Narrow V -Belts and Sheaves
E. Air Movement and Control Association (AMCA):
410 -96 Recommended Safety Practices for Air Moving Devices
F American Society of Mechanical Engineers (ASME):
Boiler and Pressure Vessel Code (BPVC):
Power Boilers
Welding and Brazing Qualifications
Power Piping, with Amendments
G American Society for Testing and Materials (ASTM):
A36/A36M -05 Carbon Structural Steel
A575- 96(2002) Steel Bars, Carbon, Merchant Quality M- Grades R (2002)
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E84 -07 Standard Test Method for Burning Characteristics of Building
Materials
E119 -07 Standard Test Method for Fire Tests of Building Construction
and Materials
H Manufacturers Standardization Society (MSS) of the Valve and Fittings Industry Inc:
SP 58 -2002 Pipe Hangers and Supports- Materials, Design and Manufacture
SP 69 -2003 Pipe Hangers and Supports- Selection and Application
SP 127 2001 Bracing for Piping Systems, Seismic Wind Dynamic, Design,
Selection Application
J National Electrical Manufacturers Association (NEMA):
MG -1 2006 Motors and Generators
K. National Fire Protection Association (NFPA):
31 -06 Standard for Installation of Oil- Burning Equipment
54 -06 National Fuel Gas Code
70 -08 National Electrical Code
85 -07 Boiler and Combustion Systems Hazard Code
90A -02 Installation of Air Conditioning and Ventilating Systems
101 -06 Life Safety Code
1.6 DELIVERY, STORAGE AND HANDLING
A. Protection of Equipment:
1 Equipment and material placed on the job site shall remain in the custody of the Contractor
until phased acceptance, whether or not the Owner has reimbursed the Contractor for the
equipment and material. The Contractor is solely responsible for the protection of such
equipment and material against any damage.
2. Place damaged equipment in first class, new operating condition; or replace same as
determined and directed by the Owner or Owner's Representative. Such repair or
replacement shall be at no additional cost to the Owner
3 Protect interiors of new equipment and piping systems against entry of foreign matter Clean
both inside and outside before painting or placing equipment in operation.
4 Existing equipment and piping being worked on by the Contractor shall be under the custody
and responsibility of the Contractor and shall be protected as required for new work.
B Cleanliness of Piping and Equipment Systems:
1 Exercise care in storage and handling of equipment and piping material to be incorporated in
the work. Remove debris arising from cutting, threading and welding of piping.
2. Piping systems shall be flushed, blown or pigged as necessary to deliver clean systems.
3. Contractor shall be fully responsible for all costs, damage, and delay arising from failure to
provide clean systems.
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PART2 PRODUCTS
2.1 FACTORY ASSEMBLED PRODUCTS
A. Provide maximum standardization of components to reduce spare part requirements.
B Manufacturers of equipment assemblies that include components made by others shall assume
complete responsibility for final assembled unit.
1 All components of an assembled unit need not be products of same manufacturer
2. Constituent parts that are alike shall be products of a single manufacturer
3. Components shall be compatible with each other and with the total assembly for intended
service.
4 Contractor shall guarantee performance of assemblies of components, and shall repair or
replace elements of the assemblies as required to deliver specified performance of the
complete assembly
C Components of equipment shall bear manufacturer's name and trademark, model number serial
number and performance data on a name plate securely affixed in a conspicuous place, or cast
integral with, stamped or otherwise permanently marked upon the components of the equipment.
D Major items of equipment, which serve the same function, must be the same make and model.
Exceptions will be permitted if performance requirements cannot be met.
2.2 COMPATIBILITY OF RELATED EQUIPMENT
Equipment and materials installed shall be compatible in all respects with other items being
furnished and with existing items so that the result will be a complete and fully operational plant
that conforms to contract requirements.
2.3 NOT USED
2.4 NOT USED
2.5 LIFTING ATTACHMENTS
Provide equipment with suitable lifting attachments to enable equipment to be lifted in its normal
position. Lifting attachments shall withstand any handling conditions that might be encountered,
without bending or distortion of shape, such as rapid lowering and braking of load
2.6 ELECTRIC MOTORS
A. Provide all electrical wiring, conduit, and devices necessary for the proper connection, protection
and operation of the systems. Provide special energy efficient motors as scheduled. Unless
otherwise specified for a particular application use electric motors with the following
requirements.
B. Single -phase Motors: Capacitor -start type for hard starting applications. Motors for centrifugal
fans and pumps may be split phase or permanent split capacitor (PSC).
C. Poly -phase Motors: NEMA Design B, Squirrel cage, induction type. Each two -speed motor shall
have two separate windings. Provide a time- delay (20 seconds minimum) relay for switching
from high to low speed.
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D Rating: Continuous duty at 100 percent capacity in an ambient temperature of 40 degrees
centigrade (104 degrees F); minimum horsepower as shown on drawings; maximum horsepower
in normal operation not to exceed nameplate rating without service factor
E. Special Requirements:
1 Where motor power requirements of equipment furnished deviate from power shown on
plans, provide electrical service designed under the requirements of NFPA 70 without
additional time or cost to the Owner
2. Assemblies of motors, starters, controls and interlocks on factory assembled and wired
devices shall be in accordance with the requirements of this specification.
3. Wire and cable materials specified in the electrical division of the specifications shall be
modified as follows.
a. Wiring material located where temperatures can exceed 71 degrees C (160 degrees F)
shall be stranded copper with Teflon FEP insulation with jacket. This includes wiring on
the boilers.
b Other wiring at boilers and to control panels shall be NFPA 70 designation THWN
c. Provide shielded conductors or wiring in separate conduits for all instrumentation and
control systems where recommended by manufacturer of equipment.
4 Select motor sizes so that the motors do not operate into the service factor at maximum
required loads on the driven equipment. Motors on pumps shall be sized for non overloading
at all points on the pump performance curves.
5 Motors utilized with variable frequency drives shall be rated 'inverter- ready' per NEMA
Standard, MG1 Part 31 4 4.2. Provide motor shaft grounding apparatus that will protect
bearings from damage from stray currents.
F Motor Efficiency and Power Factor All motors, when specified as 'high efficiency" by the project
specifications on driven equipment, shall conform to 'NEMA premium efficient" standards, the
requirements generally exceed those of the Energy Policy Act of 1992 (EPACT). Motors not
specified as 'high efficiency' shall comply with EPACT
G Insulation Resistance: Not less than one -half meg -ohm between stator conductors and frame, to
be determined at the time of final inspection.
2.7 VARIABLE SPEED MOTOR CONTROLLERS
A. The combination of controller and motor shall be provided by the manufacturer of the driven
equipment, such as pumps and fans, and shall be rated for 100 percent output performance.
Multiple units of the same class of equipment, i.e. air handlers, fans, pumps, shall be product of a
single manufacturer
B Motors shall be energy efficient type and be approved by the motor controller manufacturer The
controller -motor combination shall be guaranteed to provide full motor nameplate horsepower in
variable frequency operation. Both driving and driven motor /fan sheaves shall be fixed pitch.
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C Controller shall not add any current or voltage transients to the input AC power distribution
system, DDC controls, sensitive medical equipment, etc. nor shall be affected from other devices
on the AC power system.
2.8 NOT USED
2.9 NOT USED
2.10 EQUIPMENT AND MATERIALS IDENTIFICATION
A. Use symbols, nomenclature and equipment numbers specified, shown on the drawings and
shown in the maintenance manuals. In addition, provide bar code identification nameplate for all
equipment which will allow the equipment identification code to be scanned into the system for
maintenance and inventory tracking. Identification for piping is specified in Section 09 90 00
PAINTING.
B Interior (Indoor) Equipment: Engraved nameplates, with letters not less than 48 mm (3/16 -inch)
high of brass with black filled letters, or rigid black plastic with white letters specified in Section 09
90 00 PAINTING permanently fastened to the equipment. Identify unit components such as coils,
filters, fans, etc.
C Exterior (Outdoor) Equipment: Brass nameplates, with engraved black filled letters, not less than
48 mm (3/16 -inch) high riveted or bolted to the equipment.
D Control Items: Label all temperature and humidity sensors, controllers and control dampers.
Identify and label each item as they appear on the control diagrams.
E. Valve Tags and Lists:
1 HVAC: Provide for all valves.
2. Valve tags: Engraved black filled numbers and letters not less than 13 mm (1/2 -inch) high for
number designation and not less than 6.4 mm(1 /4 -inch) for service designation on 19 gage
38 mm (1 1/2 inches) round brass disc, attached with brass 'S' hook or brass chain.
3 Valve lists: Typed or printed plastic coated card(s), sized 216 mm(8 -1/2 inches) by 280 mm
(11 inches) showing tag number valve function and area of control, for each service or
system. Punch sheets for a 3 -ring notebook.
4 Provide detailed plan for each floor of the building indicating the location and valve number
for each valve. Identify location of each valve with a color coded thumb tack in ceiling.
2.11 FIRESTOPPING
Section 07 84 00 FIRESTOPPING specifies an effective barrier against the spread of fire, smoke
and gases where penetrations occur for piping and ductwork.
2.12 GALVANIZED REPAIR COMPOUND
Mil. Spec. DOD- P- 21035B, paint form.
2.13 HVAC PIPE AND EQUIPMENT SUPPORTS AND RESTRAINTS
A. Supports for Roof Mounted Items:
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1 Equipment: Equipment rails shall be galvanized steel, minimum 1.3 mm (18 gauge), with
integral baseplate, continuous welded corner seams, factory installed 50 mm by 100 mm (2
by 4) treated wood nailer 1.3 mm (18 gauge) galvanized steel counter flashing cap with
screws, built -in cant strip (except for gypsum or tectum deck), minimum height 280 mm (11
inches). For surface insulated roof deck, provide raised cant strip to start at the upper surface
of the insulation
2. Pipe /duct pedestals: Provide a galvanized Unistrut channel welded to U- shaped mounting
brackets which are secured to side of rail with galvanized lag bolts.
B. Pipe Supports. Comply with MSS SP 58. Type Numbers specified refer to this standard. For
selection and application comply with MSS SP -69 Refer to Section 05 50 00 METAL
FABRICATIONS for miscellaneous metal support materials and prime coat painting
requirements.
C Attachment to Concrete Building Construction.
1 Concrete insert: MSS SP 58, Type 18.
2. Self- drilling expansion shields and machine bolt expansion anchors: Permitted in concrete
not less than 102 mm (four inches) thick when approved by the Engineer for each job
condition.
3. Power driven fasteners: Permitted in existing concrete or masonry not less than 102 mm
(four inches) thick when approved by the Engineer for each job condition.
D Attachment to Steel Building Construction.
1 Welded attachment: MSS SP 58 Type 22.
2. Beam clamps: MSS SP -58, Types 20 21 28 or 29 Type 23 C -clamp may be used for
individual copper tubing up to 23mm (7/8 -inch) outside diameter
E. Attachment to Wood Construction: Wood screws or lag bolts.
F Hanger Rods: Hot rolled steel, ASTM A36 or A575 for allowable load listed in MSS SP 58 For
piping, provide adjustment means for controlling level or slope. Types 13 or 15 turn buckles shall
provide 38 mm (1 1/2 inches) minimum of adjustment and incorporate locknuts. All-thread rods
are acceptable.
G. Hangers Supporting Multiple Pipes (Trapeze Hangers): Galvanized, cold formed, lipped steel
channel horizontal member not less than 41 mm by 41 mm (1 5/8 inches by 1 5/8 inches), 2.7
mm (No. 12 gage), designed to accept special spring held, hardened steel nuts. Not permitted for
steam supply and condensate piping.
1 Allowable hanger load: Manufacturers rating less 91 kg (200 pounds).
2. Guide individual pipes on the horizontal member of every other trapeze hanger with 6 mm
(1/4 -inch) U -bolt fabricated from steel rod. Provide Type 40 insulation shield, secured by two
13mm (1/2 -inch) galvanized steel bands, or preinsulated calcium silicate shield for insulated
piping at each hanger
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H Supports for Piping Systems:
1 Select hangers sized to encircle insulation on insulated piping. To protect insulation, provide
Type 39 saddles for roller type supports or preinsulated calcium silicate shields. Provide Type
40 insulation shield or preinsulated calcium silicate shield at all other types of supports and
hangers including those for preinsulated piping.
2. Piping Systems except High and Medium Pressure Steam (MSS SP -58):
a. Standard clevis hanger Type 1 provide locknut.
b Riser clamps: Type 8.
c. Wall brackets: Types 31 32 or 33.
d. Roller supports: Type 41 43, 44 and 46.
e Saddle support: Type 36 37 or 38
f Turnbuckle: Types 13 or 15 Preinsulate.
g. U -bolt clamp Type 24
h Copper Tube:
1) Hangers, clamps and other support material in contact with tubing shall be painted
with copper colored epoxy paint, plastic coated or taped with non adhesive isolation
tape to prevent electrolysis.
2) For vertical runs use epoxy painted or plastic coated riser clamps.
3) For supporting tube to strut: Provide epoxy painted pipe straps for copper tube or
plastic inserted vibration isolation clamps.
4) Insulated Lines: Provide pre insulated calcium silicate shields sized for copper tube.
i. Supports for plastic or glass piping: As recommended by the pipe manufacturer with
black rubber tape extending one inch beyond steel support or clamp
3. High and Medium Pressure Steam (MSS SP 58):
a. Provide eye rod or Type 17 eye nut near the upper attachment.
b Piping 50 mm (2 inches) and larger Type 43 roller hanger For roller hangers requiring
seismic bracing provide a Type 1 clevis hanger with Type 41 roller attached by flat side
bars.
c. Piping with Vertical Expansion and Contraction:
1) Movement up to 20 mm (3/4- inch): Type 51 or 52 variable spring unit with integral turn
buckle and Toad indicator
2) Movement more than 20 mm (3/4- inch): Type 54 or 55 constant support unit with
integral adjusting nut, turn buckle and travel position indicator
4 Convertor and Expansion Tank Hangers: May be Type 1 sized for the shell diameter
Insulation where required will cover the hangers.
I Seismic Restraint of Piping and Ductwork: Refer to Section 13 05 41 SEISMIC RESTRAINT
REQUIREMENTS FOR NON STRUCTURAL COMPONENTS. Comply with MSS SP 127
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2.14 PIPE PENETRATIONS
A. Install sleeves during construction for other than blocked out floor openings for risers in
mechanical bays.
B To prevent accidental liquid spills from passing to a lower level, provide the following:
1 For sleeves: Extend sleeve 25 mm (one inch) above finished floor and provide sealant for
watertight joint.
2. For blocked out floor openings: Provide 40 mm (1 1/2 inch) angle set in silicone adhesive
around opening.
3. For drilled penetrations: Provide 40 mm (1 1/2 inch) angle ring or square set in silicone
adhesive around penetration.
C Penetrations are not allowed through beams or ribs, but may be installed in concrete beam
flanges. Any deviation from these requirements must receive prior approval of the Engineer
D Sheet Metal Plastic, or Moisture resistant Fiber Sleeves. Provide for pipe passing through floors,
interior walls, and partitions, unless brass or steel pipe sleeves are specifically called for below
E. Cast Iron or Zinc Coated Pipe Sleeves: Provide for pipe passing through exterior walls below
grade. Make space between sleeve and pipe watertight with a modular or link rubber seal. Seal
shall be applied at both ends of sleeve.
F Galvanized Steel or an alternate Black Iron Pipe with asphalt coating Sleeves: Provide for pipe
passing through concrete beam flanges, except where brass pipe sleeves are called for Provide
sleeve for pipe passing through floor of mechanical rooms, laundry work rooms, and animal
rooms above basement. Except in mechanical rooms, connect sleeve with floor plate.
G Brass Pipe Sleeves: Provide for pipe passing through quarry tile, terrazzo or ceramic tile floors.
Connect sleeve with floor plate.
H Sleeves are not required for wall hydrants for fire department connections or in drywall
construction
I. Sleeve Clearance: Sleeve through floors, walls, partitions, and beam flanges shall be one inch
greater in diameter than external diameter of pipe. Sleeve for pipe with insulation shall be large
enough to accommodate the insulation. Interior openings shall be caulked tight with fire stopping
material and sealant to prevent the spread of fire, smoke and gases.
J. Sealant and Adhesives: Shall be as specified in Section 07 92 00 JOINT SEALERS.
2.15 SPECIAL TOOLS AND LUBRICANTS
A. Furnish, and turn over to the Owner special tools not readily available commercially that are
required for disassembly or adjustment of equipment and machinery furnished.
B Grease Guns with Attachments for Applicable Fittings: One for each type of grease required for
each motor or other equipment.
C Tool Containers: Hardwood or metal, permanently identified for in tended service and mounted,
or located, where directed by the Owner
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D Lubricants: A minimum of 0 95 L (one quart) of oil and 0 45 kg (one pound) of grease, of
equipment manufacturer's recommended grade and type in unopened containers and properly
identified as to use for each different application
2.16 WALL, FLOOR AND CEILING PLATES
A. Material and Type. Chrome plated brass or chrome plated steel, one piece or split type with
concealed hinge, with set screw for fastening to pipe, or sleeve. Use plates that fit tight around
pipes, cover openings around pipes and cover the entire pipe sleeve projection.
B. Thickness: Not Tess than 2.4 mm (3/32 -inch) for floor plates. For wall and ceiling plates, not less
than 0.64 mm (0 025 -inch) for up to 80 mm (3 -inch pipe), 0.89 mm (0.035 -inch) for larger pipe.
C Locations: Use where pipe penetrates floors, walls and ceilings in exposed locations, in finished
areas only Use also where insulation ends on exposed water supply pipe drop from overhead.
Provide a watertight joint in spaces where brass or steel pipe sleeves are specified.
2.17 ASBESTOS
Materials containing asbestos are not permitted
PART 3 EXECUTION
3.1 ARRANGEMENT AND INSTALLATION OF EQUIPMENT AND PIPING
A. Coordinate location of piping, sleeves, inserts, hangers, ductwork and equipment. Locate piping,
sleeves, inserts, hangers, ductwork and equipment clear of windows, doors, openings, light
outlets, and other services and utilities. Prepare equipment layout drawings to coordinate proper
location and personnel access of all facilities. Submit the drawings for review as required by Part
1 Follow manufacturer's published recommendations for installation methods not otherwise
specified
B Operating Personnel Access and Observation Provisions: Select and arrange all equipment and
systems to provide clear view and easy access, without use of portable ladders, for maintenance
and operation of all devices including, but not limited to: all equipment items, valves, filters,
strainers, transmitters, sensors, control devices. All gages and indicators shall be clearly visible
by personnel standing on the floor or on permanent platforms. Do not reduce or change
maintenance and operating space and access provisions that are shown on the drawings.
C Equipment and Piping Support: Coordinate structural systems necessary for pipe and equipment
support with pipe and equipment locations to permit proper installation.
D Location of pipe sleeves, trenches and chases shall be accurately coordinated with equipment
and piping locations.
E. Cutting Holes:
1 Cut holes through concrete and masonry by rotary core drill. Pneumatic hammer impact
electric, and hand or manual hammer type drill will not be allowed except as permitted by
Owner /Engineer where working area space is limited
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2. Locate holes to avoid interference with structural members such as beams or grade beams.
Holes shall be laid out in advance and drilling done only after approval by Owner /Engineer If
the Contractor considers it necessary to drill through structural members, this matter shall be
referred to Owner for approval.
3 Do not penetrate membrane waterproofing.
F Interconnection of Instrumentation or Control Devices: Generally electrical and pneumatic
interconnections are not shown but must be provided.
G. Minor Piping: Generally small diameter pipe runs from drips and drains, water cooling, and other
service are not shown but must be provided.
H Electrical and Pneumatic Interconnection of Controls and Instruments: This generally not shown
but must be provided. This includes interconnections of sensors, transmitters, transducers,
control devices, control and instrumentation panels, instruments and computer workstations.
Comply with NFPA -70
I Protection and Cleaning:
1 Equipment and materials shall be carefully handled, properly stored, and adequately
protected to prevent damage before and during installation, in accordance with the
manufacturer's recommendations and as approved by the Engineer Damaged or defective
items in the opinion of the Engineer shall be replaced.
2. Protect all finished parts of equipment, such as shafts and bearings where accessible, from
rust prior to operation by means of protective grease coating and wrapping. Close pipe
openings with caps or plugs during installation. Tightly cover and protect fixtures and
equipment against dirt, water chemical, or mechanical injury At completion of all work
thoroughly clean fixtures, exposed materials and equipment.
J Concrete and Grout: Use concrete and shrink compensating grout 25 MPa (3000 psi) minimum.
K. Install gages, thermometers, valves and other devices with due regard for ease in reading or
operating and maintaining said devices. Locate and position thermometers and gages to be
easily read by operator or staff standing on floor or walkway provided. Servicing shall not require
dismantling adjacent equipment or pipe work.
L. Work in Existing Building:
1 Make alterations to existing service piping at times that will least interfere with normal
operation of the facility
2. Cut required openings through existing masonry and reinforced concrete using diamond core
drills. Use of pneumatic hammer type drills, impact type electric drills, and hand or manual
hammer type drills, will be permitted only with approval of the Engineer Locate openings that
will least effect structural slabs, columns, ribs or beams. Refer to the Engineer for
determination of proper design for openings through structural sections and opening layouts
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approval prior to cutting or drilling into structure. After Engineer's approval carefully cut
opening through construction no larger than absolutely necessary for the required installation.
M. Switchgear Drip Protection: Every effort shall be made to eliminate the installation of pipe above
electrical and telephone switchgear If this is not possible encase pipe in a second pipe with a
minimum of joints.
N Inaccessible Equipment:
1 Where the Owner's Representative determines that the Contractor has installed equipment
not conveniently accessible for operation and maintenance, equipment shall be removed and
reinstalled or remedial action performed as directed at no additional cost to the Owner
2. The term 'conveniently accessible' is defined as capable of being reached without the use of
ladders, or without climbing or crawling under or over obstacles such as motors, fans, pumps,
belt guards, transformers, high voltage lines, piping, and ductwork.
3.2 TEMPORARY PIPING AND EQUIPMENT
A. Continuity of operation of existing facilities will generally require temporary installation or
relocation of equipment and piping.
B The Contractor shall provide all required facilities in accordance with the requirements of phased
construction and maintenance of service. All piping and equipment shall be properly supported
sloped to drain, operate without excessive stress, and shall be insulated where injury can occur
to personnel by contact with operating facilities. The requirements of Para. 3.1 apply
C Temporary facilities and piping shall be completely removed and any openings in structures
sealed. Provide necessary blind flanges and caps to seal open piping remaining in service.
3.3 RIGGING
A. Design is based on application of available equipment. Openings in building structures are
planned to accommodate design scheme.
B Altemative methods of equipment delivery may be offered by Contractor and will be considered
by Government under specified restrictions of phasing and maintenance of service as well as
structural integrity of the building.
C Close all openings in the building when not required for rigging operations to maintain proper
environment in the facility for Govemment operation and maintenance of service.
D Contractor shall provide all facilities required to deliver specified equipment and place on
foundations. Attachments to structures for rigging purposes and support of equipment on
structures shall be Contractor's full responsibility Upon request, the Owner will check structure
adequacy and advise Contractor of recommended restrictions.
E. Contractor shall check all clearances, weight limitations and shall offer a rigging plan designed by
a Registered Professional Engineer All modifications to structures, including reinforcement
thereof shall be at Contractor's cost, time and responsibility
F Rigging plan and methods shall be referred to Engineer for evaluation prior to actual work.
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G. Restore building to original condition upon completion of rigging work.
3.4 PIPE AND EQUIPMENT SUPPORTS
A. Where hanger spacing does not correspond with joist or rib spacing, use structural steel
channels secured directly to joist and rib structure that will correspond to the required hanger
spacing, and then suspend the equipment and piping from the channels. Drill or burn holes in
structural steel only with the prior approval of the Engineer
B Use of chain wire or strap hangers; wood for blocking, stays and bracing; or hangers suspended
from piping above will not be permitted. Replace or thoroughly clean rusty products and paint
with zinc primer
C. Use hanger rods that are straight and vertical. Turnbuckles for vertical adjustments may be
omitted where limited space prevents use. Provide a minimum of 15 mm (1/2 -inch) clearance
between pipe or piping covering and adjacent work.
D HVAC Horizontal Pipe Support Spacing: Refer to MSS SP -69 Provide additional supports at
valves, strainers, in -line pumps and other heavy components. Provide a support within one foot
of each elbow
E. HVAC Vertical Pipe Supports:
1 Up to 150 mm (6 -inch pipe), 9 m (30 feet) long, bolt riser clamps to the pipe below couplings,
or welded to the pipe and rests supports securely on the building structure.
2. Vertical pipe larger than the foregoing, support on base elbows or tees, or substantial pipe
legs extending to the building structure.
F Overhead Supports:
1 The basic structural system of the building is designed to sustain the Toads imposed by
equipment and piping to be supported overhead
2. Provide steel structural members, in addition to those shown, of adequate capability to
support the imposed Toads, located in accordance with the final approved layout of equipment
and piping.
3. Tubing and capillary systems shall be supported in channel troughs.
G. Floor Supports:
1 Provide concrete bases, concrete anchor blocks and pedestals, and structural steel systems
for support of equipment and piping. Anchor and dowel concrete bases and structural
systems to resist forces under operating and seismic conditions (if applicable) without
excessive displacement or structural failure.
2. Do not locate or install bases and supports until equipment mounted thereon has been
approved. Size bases to match equipment mounted thereon plus 50 mm (2 inch) excess on
all edges. Bases shall be neatly finished and smoothed, shall have chamfered edges at the
top and shall be suitable for painting.
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3 All equipment shall be shimmed, leveled, firmly anchored, and grouted with epoxy grout.
Anchor bolts shall be placed in sleeves, anchored to the bases. Fill the annular space
between sleeves and bolts with a granular material to permit alignment and realignment.
4 For seismic anchoring, refer to Section 13 05 41 SEISMIC RESTRAINT REQUIREMENTS
FOR NON STRUCTURAL COMPONENTS
3.5 MECHANICAL DEMOLITION
A. Rigging access, other than indicated on the drawings, shall be provided by the Contractor after
approval for structural integrity by the Engineer Such access shall be provided without additional
cost or time to the Owner Where work is in an operating plant, provide approved protection from
dust and debris at all times for the safety of plant personnel and maintenance of plant operation
and environment of the plant.
B. In an operating facility maintain the operation, cleanliness and safety Hospital personnel will be
carrying on their normal duties of operating, cleaning and maintaining equipment and plant
operation Confine the work to the immediate area concerned; maintain cleanliness and wet
down demolished materials to eliminate dust. Do not permit debris to accumulate in the area to
the detriment of plant operation. Perform all flame cutting to maintain the fire safety integrity of
this plant. Adequate fire extinguishing facilities shall be available at all times. Perform all work in
accordance with recognized fire protection standards. Inspection will be made by personnel of
the Medical Center and Contractor shall follow all directives of the Owner with regard to rigging,
safety fire safety and maintenance of operations.
C Completely remove all piping, wiring, conduit, and other devices associated with the equipment
not to be re -used in the new work. This includes all pipe, valves, fittings, insulation and all
hangers including the top connection and any fastenings to building structural systems. Seal all
openings, after removal of equipment, pipes, ducts, and other penetrations in roof walls, floors,
in an approved manner and in accordance with plans and specifications where specifically
covered. Structural integrity of the building system shall be maintained. Reference shall also be
made to the drawings and specifications of the other disciplines in the project for additional
facilities to be demolished or handled.
D All valves including gate, globe, ball, butterfly and check, all pressure gages and thermometers
with wells shall remain the Owner's property and shall be removed and delivered to Owner and
stored as directed. The Contractor shall remove all other material and equipment, devices and
demolition debris under these plans and specifications. Such material shall be removed from
Owner's property expeditiously and shall not be allowed to accumulate.
E. Asbestos Insulation Removal. Conform to Section 02 82 00 ASBESTOS ABATEMENT
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3.6 CLEANING AND PAINTING
A. Prior to final inspection and acceptance of the plant and facilities for beneficial use by the Owner
the plant facilities, equipment and systems shall be thoroughly cleaned and painted Refer to
Section 09 90 00 PAINTING.
B In addition the following special conditions apply
1 Cleaning shall be thorough. Use solvents, cleaning materials and methods recommended by
the manufacturers for the specific tasks. Remove all rust prior to painting and from surfaces
to remain unpainted. Repair scratches, scuffs, and abrasions prior to applying prime and
finish coats.
2. Material And Equipment Not To Be Painted Includes:
a. Motors, controllers, control switches, and safety switches.
b Control and interlock devices.
c. Regulators.
d Pressure reducing valves.
e. Control valves and thermostatic elements.
f Lubrication devices and grease fittings.
g. Copper brass, aluminum, stainless steel and bronze surfaces.
h. Valve stems and rotating shafts.
i Pressure gauges and thermometers.
j. Glass.
k. Name plates.
3. Control and instrument panels shall be cleaned, damaged surfaces repaired, and shall be
touched -up with matching paint obtained from panel manufacturer
4 Pumps, motors, steel and cast iron bases, and coupling guards shall be cleaned and shall
be touched -up with the same color as utilized by the pump manufacturer
5. Temporary Facilities: Apply paint to surfaces that do not have existing finish coats.
6. Paint shall withstand the following temperatures without peeling or discoloration:
a. 38 degrees C (100 degrees F) on insulation jacket surface and 120 degrees C (250
degrees F) on metal pipe surface.
7 Final result shall be smooth, even colored, even textured factory finish on all items.
Completely repaint the entire piece of equipment if necessary to achieve this.
3.7 IDENTIFICATION SIGNS
A. Provide laminated plastic signs, with engraved lettering not less than 5 mm (3/16 -inch) high,
designating functions, for all equipment, switches, motor controllers, relays, meters, control
devices, including automatic control valves. Nomenclature and identification symbols shall
correspond to that used in maintenance manual and in diagrams specified elsewhere. Attach by
chain, adhesive, or screws.
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B Factory Built Equipment: Metal plate, securely attached with name arid address of manufacturer
serial number model number size, performance.
C Pipe Identification. Refer to Section 09 90 00 PAINTING
3.8 NOT USED
3.9 LUBRICATION
A. Lubricate all devices requiring lubrication prior to initial operation. Field -check all devices for
proper lubrication.
B Equip all devices with required lubrication fittings or devices. Provide a minimum of one liter (one
quart) of oil and 0.5 kg (one pound) of grease of manufacturer's recommended grade and type for
each different application also provide 12 grease sticks for lubricated plug valves. Deliver all
materials to Owner in unopened containers that are properly identified as to application.
C Provide a separate grease gun with attachments for applicable fitting for each type of grease
applied.
D All lubrication points shall be accessible without disassembling equiprnent, except to remove
access plates.
3.10 STARTUP AND TEMPORARY OPERATION
Start up equipment as described in equipment specifications. Verify that vibration is within
specified tolerance prior to extended operation.
3.11 OPERATING AND PERFORMANCE TESTS
A. Prior to the final inspection, perform functional performance tests.
B. Should evidence of malfunction in any tested system, or piece of equipment or component part
thereof occur during or as a result of tests, make proper corrections, repairs or replacements,
and repeat tests at no additional cost to the Owner
C When completion of certain work or system occurs at a time when final control settings and
adjustments cannot be properly made to make performance tests, then make performance tests
for heating systems and for cooling systems respectively during first actual seasonal use of
respective systems following completion of work.
3.12 NOT USED
3.13 INSTRUCTIONS TO HOSPITAL PERSONNEL
Provide in accordance with Division 01 requirements.
E N D
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SECTION 23 23 00
REFRIGERANT PIPING
PART1 GENERAL
1 1 DESCRIPTION
A. Field refrigerant piping for direct expansion HVAC systems.
B Definitions:
1 Refrigerating system: Combination of interconnected refrigerant- containing parts constituting
one closed refrigeration circuit in which a refrigerant is circulated for the purpose of extracting
heat.
a. Low side means the parts of a refrigerating system subjected to evaporator pressure.
b High side means the parts of a refrigerating system subjected to condenser pressure.
2. Brazed joint: A gas -tight joint obtained by the joining of metal parts with alloys which melt at
temperatures higher than 449 degrees C (840 degrees F) but Tess than the melting
temperatures of the joined parts.
1.2 RELATED WORK
A. Section 23 05 11 COMMON WORK RESULTS FOR HVAC General mechanical requirements
and items, which are common to more than one section of Division 23.
1.3 QUALITY ASSURANCE
A. Refer to specification Section 23 05 11 COMMON WORK RESULTS FOR HVAC
B. Comply with ASHRAE Standard 15, Safety Code for Mechanical Refrigeration. The application of
this Code is intended to assure the safe design, construction, installation, operation, and
inspection of every refrigerating system employing a fluid which normally is vaporized and
liquefied in its refrigerating cycle.
C. Comply with ASME B31.5. Refrigerant Piping and Heat Transfer Components.
D Products shall comply with UL 207 'Refrigerant— Containing Components and Accessories,
'Nonelectrical' or UL 429 'Electrical Operated Valves.
1.4 SUBMITTALS
A. Submit in accordance with specification Section 01 33 23, SHOP DRAWINGS, PRODUCT
DATA, AND SAMPLES
B. Shop Drawings:
1 Sufficient information for components noted, including valves and refrigerant piping
accessories, clearly presented, shall be included to determine compliance with drawings and
specifications for components noted below
a. Tubing and fittings
b. Valves
c. Strainers
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d.
e.
f
9.
h.
k.
m.
2. Layout of refrigerant piping and accessories, including flow capacities, valves locations, and
oil traps slopes of horizontal runs, floor /wall penetrations, and equipment connection details.
1.5 APPLICABLE PUBLICATIONS
A. The publications listed below form a part of this specification to the extent referenced. The
publications are referenced in the text by the basic designation only
B Air Conditioning and Refrigeration Institute (ARI):
495 -05 Standard for Refrigerant Liquid Receivers
730 -05 Flow Capacity Rating of Suction -Line Filters and Suction -Line
Filter- Driers
750 -01 Thermostatic Refrigerant Expansion Valves
760 -01 Solenoid Valves for Use with Volatile Refrigerants
C American Society
15 -04
17 -98 (RA2003).
B16.22-2001
B16.24-2001
Moisture liquid indicators
Filter- driers
Flexible metal hose
Liquid- suction interchanges
Oil separators (when specified)
Gages
Pipe and equipment supports
Refrigerant and oil
Pipe /conduit roof penetration cover
Soldering and brazing materials
63.1 -95 (RA 01).
831.5 -2001 (ADA 2004)
B40 100 -05
B40.200 -01
of Heating Refrigerating and Air Conditioning Engineers (ASHRAE):
Safety Standard for Refrigeration Systems (ANSI)
Method of Testing Capacity of Thermostatic Refrigerant
Expansion Valves (ANSI)
Method of Testing Liquid Line Refrigerant Driers (ANSI)
D American National Standards Institute (ANSI):
A13.1 -96 (REAF 2002) Scheme for Identification of Piping Systems
Z535 1 -02 Safety Color Code
E. American Society of Mechanical Engineers (ASME):
Wrought Copper and Copper Alloy Solder -Joint Pressure Fittings
(ANSI)
Cast Copper Alloy Pipe Flanges and Flanged Fittings, Class
150 300 400 600 900 1500 and 2500 (ANSI)
Refrigeration Piping and Heat Transfer Components (ANSI)
Pressure Gauges and Gauge Attachments
Thermometers, Direct Reading and Remote Reading
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F American Society for Testing and Materials (ASTM)
Al26 -04 Standard Specification for Gray Iron Castings for Valves,
Flanges, and Pipe Fittings
B32 -04 Standard Specification for Solder Metal
B88 -03 Standard Specification for Seamless Copper Water Tube
B88M -05 Standard Specification for Seamless Copper Water Tube
(Metric)
B280 -03 Standard Specification for Seamless Copper Tube for Air
Conditioning and Refrigeration Field Service
G. American Welding Society Inc. (AWS):
Brazing Handbook
A5.8/A5.8M -04 Standard Specification for Filler Metals for Brazing and Braze
Welding
H Federal Specifications (Fed. Spec.)
Fed. Spec. GG
H Underwriters Laboratories (U L.):
U L.207 -01 (Rev.2004) Standard for Refrigerant- Containing Components and
Accessories, Nonelectrical
U.L.429 -99 (Rev.2006) Standard for Electrically Operated Valves
PART 2 PRODUCTS
2.1 PIPING AND FITTINGS
A. Refrigerant Piping: Copper refrigerant tube, ASTM B280 cleaned dehydrated and sealed,
marked ACR on hard temper straight lengths. Coils shall be tagged ASTM B280 by the
manufacturer
B. Water and Drain Piping: Copper water tube, ASTM B88M, Type B or C (ASTM B88, Type M or
L), or refrigerant tube ASTM B280
C Fittings, Valves and Accessories:
1 Solder joints: Wrought copper fittings, ASME B16.22.
a. Solder refrigerant tubing: Cadmium free, AWS A5.8/A5.8M, 45 percent silver brazing
alloy Class BAg -5
b Solder water and drain. 95 -5 tin- antimony ASTM B32 (95TA).
2. NOT USED
3. Refrigeration Valves:
a. Stop Valves: Brass or bronze alloy packless, or packed type with gas tight cap frost
proof backseating.
b. Pressure Relief Valves: Comply with ASME Boiler and Pressure Vessel Code; UL listed.
Forged brass with nonferrous, corrosion resistant internal working parts of high strength,
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cast iron bodies conforming to ASTM Al26 Grade B Set valves in accordance with
ASHRAE Standard 15.
c. Thermostatic Expansion Valves: Comply with ARI 750 Brass body with stainless -steel
or non corrosive non ferrous internal parts, diaphragm and spring- loaded (direct
operated) type with sensing bulb and distributor having side connection for hot -gas
bypass and external equalizer Size and operating characteristics as recommended by
manufacturer of evaporator and factory set for superheat requirements. Solder -end
connections. Testing and rating in accordance with ASHRAE Standard 17
4 Strainers. Designed to permit removing screen without removing strainer from piping system,
and provided with screens 80 to 100 mesh in liquid lines DN 25 (NPS 1) and smaller 60
mesh in liquid lines larger than DN 25 (NPS 1), and 40 mesh in suction lines. Provide
strainers in liquid line serving each thermostatic expansion valve, and in suction line serving
each refrigerant compressor not equipped with integral strainer
5. Refrigerant Moisture /Liquid Indicators: Double- ported type having heavy sight glasses sealed
into forged bronze body and incorporating means of indicating refrigerant charge and
moisture indication. Provide screwed brass seal caps.
6 Refrigerant Filter- Dryers. UL listed, angle or in -line type, as shown on drawings. Conform to
ARI Standard 730 and ASHRAE Standard 63.1 Heavy gage steel shell protected with
corrosion resistant paint; perforated baffle plates to prevent desiccant bypass. Size as
recommended by manufacturer for service and capacity of system with connection not less
than the line size in which installed. Filter driers with replaceable filters shall be furnished with
one spare element of each type and size.
7 Flexible Metal Hose. Seamless bronze corrugated hose, covered with bronze wire braid, with
standard copper tube ends. Provide in suction and discharge piping of each compressor
2.2 NOT USED
2.3 NOT USED
2.4 PIPE SUPPORTS
Refer to specification Section 23 05 11 COMMON WORK RESULTS FOR HVAC
2.5 NOT USED
2.6 REFRIGERANTS AND OIL
Provide required refrigerant and oil for proper system operation.
2.7 PIPE /CONDUIT ROOF PENETRATION COVER
A. Prefabricated Roof Curb: Galvanized steel or extruded aluminum 300 mm (12 inches) overall
height, continuous welded corner seams, treated wood nailer 38 mm (1 1/2 inch) thick, 48
kg /cu.m (3 lb/cu ft.) density rigid mineral fiberboard insulation with metal liner built -in cant strip
(except for gypsum or tectum decks). For surface insulated roof deck, provide raised cant strip
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(recessed mounting flange) to start at the upper surface of the insulation. Curbs shall be
constructed for pitched roof or ridge mounting as required to keep top of curb level.
B Penetration Cover Galvanized sheet metal with flanged removable top. Provide 38 mm (1 1/2
inch) thick mineral fiber board insulation.
C Flashing Sleeves: Provide sheet metal sleeves for conduit and pipe penetrations of the
penetration cover Seal watertight penetrations.
2.8 PIPE INSULATION FOR DX HVAC SYSTEMS
A. ASTM C177 C518, k 0 039 Watt per meter per degree C (0.27), at 24 degrees C (75 degrees
F), flame spread not over 25, smoke developed not over 50 for temperatures from minus 4
degrees C (40 degrees F) to 93 degrees C (200 degrees F). No jacket required.
PART 3 EXECUTION
3.1 INSTALLATION
A. Install refrigerant piping and refrigerant containing parts in accordance with ASHRAE Standard
15 and ASME B31.5
1 Install piping as short as possible, with a minimum number of joints, elbow and fittings.
2. Install piping with adequate clearance between pipe and adjacent walls and hangers to allow
for service and inspection Space piping, including insulation, to provide 25 mm (1 inch)
minimum clearance between adjacent piping or other surface. Use pipe sleeves through
walls, floors, and ceilings, sized to permit installation of pipes with full thickness insulation.
3. Locate and orient valves to permit proper operation and access for maintenance of packing,
seat and disc. Generally locate valve stems in overhead piping in horizontal position Provide
a union adjacent to one end of all threaded end valves. Control valves usually require
reducers to connect to pipe sizes shown on the drawing.
4 Use copper tubing in protective conduit when installed below ground
6 Install hangers and supports per ASME B31.5 and the refrigerant piping manufacturer's
recommendations.
B. Joint Construction
1 Brazed Joints: Comply with AWS 'Brazing Handbook' and with filler materials complying with
AWS A5.8/A5.8M.
a. Use Type BcuP copper phosphorus alloy for joining copper socket fittings with copper
tubing.
b. Use Type BAg, cadmium -free silver alloy for joining copper with bronze or steel
c. Swab fittings and valves with manufacturer's recommended cleaning fluid to remove oil
and other compounds prior to installation.
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d. Pass nitrogen gas through the pipe or tubing to prevent oxidation as each joint is brazed.
Cap the system with a reusable plug after each brazing operation to retain the nitrogen
and prevent entrance of air and moisture.
C Protect refrigerant system during construction against entrance of foreign matter dirt and
moisture, have open ends of piping and connections to compressors, condensers, evaporators
and other equipment tightly capped until assembly
D Pipe relief valve discharge to outdoors for systems containing more than 45 kg (100 Ibs) of
refrigerant.
E. Firestopping: Fill openings around uninsulated piping penetrating floors or fire walls, with firestop
material. For firestopping insulated piping refer to Section 23 07 11 HVAC, PLUMBING AND
BOILER PLANT INSULATION
F Seismic Bracing: Refer to specification Section SEISMIC RESTRAINTS REQUIREMENTS FOR
NON STRUCTURAL COMPONENTS, for bracing of piping in seismic areas.
3.2 PIPE AND TUBING INSULATION
A. Refer to specification Section 23 05 11 COMMON WORK RESULTS FOR HVAC AND STEAM
GENERATION
B Apply two coats of weather- resistant finish as recommended by the manufacturer to insulation
exposed to outdoor weather
3.3 SIGNS AND IDENTIFICATION
A. Each refrigerating system erected on the premises shall be provided with an easily legible
permanent sign securely attached and easily accessible, indicating thereon the name and
address of the installer the kind and total number of pounds of refrigerant required in the system
for normal operations, and the field test pressure applied.
B Systems containing more than 50 kg (110 lb) of refrigerant shall be provided with durablejsigns,
in accordance with ANSI A13.1 and ANSI Z535 1 having letters not less than 13 mm (1I inch) in
height designating:
1 Valves and switches for controlling refrigerant flow the ventilation and the refrigerant
compressor(s).
9
2. Signs on all exposed high pressure and low pressure piping installed outside the machinery
room, with name of the refrigerant and the letters 'HP' or 'LP
3.4 FIELD QUALITY CONTROL
Prior to initial operation examine and inspect piping system for conformance to plans and
specifications and ASME 631.5 Correct equipment, material, or work rejected because of
defects or nonconformance with plans and specifications, and ANSI codes for pressure piping.
3.4 FIELD TESTS
A. After completion of piping installation and prior to initial operation, conduct test on piping system
according to ASME B31.5. Furnish materials and equipment required for tests. Perform tests in
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the presence of the Engineer If the test fails, correct defects and perform the test again until it is
satisfactorily done and all joints are proved tight.
1 Every refrigerant- containing parts of the system that is erected on the premises, except
compressors, condensers, evaporators, safety devices, pressure gages, control mechanisms
and systems that are factory tested, shall be tested and proved tight after complete
installation, and before operation.
2. The high and low side of each system shall be tested and proved tight at not Tess than the
lower of the design pressure or the setting of the pressure relief device protecting the high or
low side of the system, respectively except systems erected on the premises using non -toxic
and non flammable Group Al refrigerants with copper tubing not exceeding DN 18 (NPS
5/8). This may be tested by means of the refrigerant charged into the system at the saturated
vapor pressure of the refrigerant at 20 degrees C (68 degrees F) minimum.
B Test Medium: A suitable dry gas such as nitrogen or shall be used for pressure testing. The
means used to build up test pressure shall have either a pressure limiting device or pressure
reducing device with a pressure relief device and a gage on the outlet side. The pressure relief
device shall be set above the test pressure but low enough to prevent permanent deformation of
the system components.
3.5 SYSTEM TEST AND CHARGING
A. System Test and Charging: As recommended by the equipment manufacturer or as follows:
1 Connect a drum of refrigerant to charging connection and introduce enough refrigerant into
system to raise the pressure to 70 kPa (10 psi) gage. Close valves and disconnect refrigerant
drum. Test system for leaks with halide test torch or other approved method suitable for the
test gas used Repair all leaking joints and retest.
2. Connect a drum of dry nitrogen to charging valve and bring test pressure to design pressure
for low side and for high side. Test entire system again for Teaks.
3. Evacuate the entire refrigerant system by the triplicate evacuation method with a vacuum
pump equipped with an electronic gage reading in mPa (microns). Pull the system down to
665 mPa (500 microns) 665 mPa (2245 6 inches of mercury at 60 degrees F) and hold for
four hours then break the vacuum with dry nitrogen (or refrigerant). Repeat the evacuation
two more times breaking the third vacuum with the refrigeration to be charged and charge
with the proper volume of refrigerant.
E N D
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SECTION 23 81 00
UNITARY HVAC EQUIPMENT
PART1 GENERAL
1 1 DESCRIPTION
A. This section specifies split- systems, rooftop, and room -type air conditioners.
B Definitions:
1 Energy Efficiency Ratio (EER): (Btu hour/Watt) is equal to the measured cooling capacity of
the unit by its electrical input.
2. Unitary (ARI): A Unitary Air Conditioner consists of one or more factory-made assemblies
which normally include an evaporator or cooling coil, a compressor and condenser
combination, and may include a heating function as well. Where such equipment is provided
in more than one assembly the separated assemblies are to be designed to be used together
and the requirements of rating are based upon use of matched assemblies.
1.2 RELATED WORK
A. Section 23 05 11 COMMON WORK RESULTS FOR HVAC
B. Section 23 23 00 REFRIGERANT PIPING.
1.3 QUALITY ASSURANCE
A. Refer to specification Section 23 05 11 COMMON WORK RESULTS FOR HVAC
B. Safety Standards: ASHRAE Standard 15 Safety Code for Mechanical Refrigeration
1.4 SUBMITTALS
A. Submit in accordance with Division 01 Requirements.
B Manufacturer's literature and data:
1 Sufficient information, including capacities, pressure drops and piping connections clearly
presented, shall be included to determine compliance with drawings and specifications for
units noted below
a. Unitary air conditioners:
1) Split systems
2. Unit Dimensions required clearances, operating weights accessories and start -up
instructions.
3. Electrical requirements, wiring diagrams, interlocking and control wiring showing factory
installed and portions to be field installed.
4 Mounting and flashing of the rooftop equipment to the roofing structure with coordinating
requirements for the roof membrane system.
B. Certification. Submit proof of specified ARI Certification.
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C Performance Rating: Submit catalog selection data showing equipment ratings and compliance
with required sensible -to- heat ratio, energy efficiency ratio (EER), and coefficient of performance
(COP).
D Operating and Maintenance Manual: Submit three copies of Operating and Maintenance manual
to Resident Engineer three weeks prior to final inspection
1.5 APPLICABLE PUBLICATIONS
A. The publications listed below form a part of this specification to the extent referenced. The
publications are referenced in the text by the basic designation only
B Air- Conditioning and Refrigeration Institute (ARI):
210/240 -06
270 -95
310/380 -04
340/360 -04
520 -04
Performance Rating of Unitary Air Conditioning and Air Source
Heat Pump Equipment
Sound Rating of Outdoor Unitary Equipment
Standard for Packaged Terminal Air Conditioners and Heat
Pumps (CSA- C744 -04)
Commercial and Industrial Unitary Air Conditioning and Heat
Pump Equipment
Positive Displacement Condensing Units
C Air Movement and Control Association (AMCA):
210 -99 Laboratory Methods of Testing Fans for Aerodynamic
Performance Rating (ANSI)
410 -96 Recommended Safety Practices for Users and Installers of
Industrial and Commercial Fans
D American National Standards Institute (ANSI):
S12.51 -02. Acoustics Determination of Sound Power Levels of Noise
Sources Using Sound Pressure Precision Method for
Reverberation Rooms (same as ISO 3741 1999)
E. American Society of Heating, Refrigerating, and Air Conditioning Engineers (ASHRAE):
2009 Handbook HVAC Systems and Equipment
15 -04 Safety Standard for Refrigeration Systems (ANSI)
G. American Society of Testing and Materials (ASTM):
B117 -03 Standard Practice for Operating Salt Spray (Fog) Apparatus
H. National Electrical Manufacturer's Association (NEMA):
MG 1 -06
ICS 1 -00 (R2005)
Motors and Generators (ANSI)
Industrial Controls and Systems: General Requirements
I National Fire Protection Association (NFPA) Publications:
90A -02 Standard for the Installation of Air Conditioning and Ventilating
Systems
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PART2 PRODUCTS
2.1 UNITARY AIR CONDITIONERS
A. Applicable ARI Standards:
1 Cooling Capacity Less Than 39 6 kW (135,000 Btu /h): ARI 210/240 Units shall be listed in
the ARI Directory of Certified Unitary Air Conditioners.
B Performance Rating: Cooling capacity of units shall meet the sensible heat and total heat
requirements shown in the contract documents. In selecting unit size, make true allowance for
'sensible to total heat ratio' to satisfy required sensible cooling capacity
C. Machinery Guards. Provide guards as shown in AMCA 410 for belts, chains, couplings, pulleys,
sheaves, shafts, gears and other moving parts regardless of height above the floor Drive guards
may be excluded where motors and drives are inside factory fabricated casings.
D Corrosion Prevention: Unless specified otherwise, equipment fabricated from ferrous metals that
do not have a zinc coating or a duplex coating of zinc and paint shall be treated for prevention of
rust with a factory coating or paint system that will withstand 125 hours in a salt -spray fog test,
except that equipment located outdoors shall be tested for 500 hours. The salt -spray fog test
shall be in accordance with ASTM B117
2.2 SPLIT-SYSTEM AIR CONDITIONERS
A. Description Factory assembled and tested, wall- mounted unit, with an air cooled remote
condensing unit, and field installed refrigeration piping.
B. Wall- Mounting, Evaporator -Fan Components:
1 Cabinet: Enameled steel with removable panels on front and ends in color selected by
Architect, and discharge drain pans with drain connection.
2. Airstream Surfaces: Surfaces in contact with the airstream shall comply with requirements in
ASHRAE 62.1 2004
3. Drain Pan and Drain Connection: Comply with ASHRAE 62.1 2004
4 Refrigerant Coil: Copper tube, with mechanically bonded aluminum fins, complying with
ARI 210/240 and with thermal- expansion valve.
5. Fan: Direct drive, centrifugal fan.
6. Fan Motors: Comply with requirements in Section 23 05 12, GENERAL MOTOR
REQUIREMENTS FOR HVAC AND STEAM GENERATION EQUIPMENT for multi- tapped,
multi -speed motors with internal thermal protection and permanent lubrication.
7 Filters: Permanent, cleanable, with MERV rating of 6 or higher according to ASHRAE 52.2.
C. Air Cooled Compressor- Condenser Components:
1 Casing: Steel finished with baked enamel in color selected by Architect, with removable
panels for access to controls, weep holes for water drainage, and mounting holes in base.
Service valves, fittings, and gage ports shall be brass and located outside of the casing.
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2. Compressor Hermetically sealed with crankcase heater and mounted on vibration isolation
Compressor motor shall have thermal- and current sensitive overload devices, start
capacitor relay and contactor
3. Two -speed compressor motor with manual- reset, high pressure switch and automatic reset,
low- pressure switch.
4 Refrigerant: R -410A unless otherwise indicated.
5. Refrigerant Coil. Copper tube, with mechanically bonded aluminum fins, complying with
ARI 210/240 and with liquid subcooler
6. Fan: Aluminum, propeller type, directly connected to motor
7 Motor Permanently lubricated, with integral thermal overload protection.
8 Low Ambient Kit: Permit operation down to 7 deg C (45 deg F).
9 Mounting Base. Polyethylene
10. Minimum Energy Efficiency Comply with ASHRAE /IESNA 90 1 -2004 'Energy Standard for
Buildings except Low -Rise Residential Buildings.
PART 3 EXECUTION
3.1 INSTALLATION
A. Roof Curb: Install on roof structure or concrete base, level and secure, Install RTUs on curbs and
coordinate roof penetrations and flashing with roof construction specified in Section ROOF
ACCESSORIES Secure RTUs to upper curb rail, and secure curb base to roof framing or
concrete base with anchor bolts.
B Rooftop Unit Support: Install unit level on structural curbs or 'sleepers' Coordinate wall
penetrations and flashing with wall construction. Secure rooftop units to structural support with
anchor bolts.
C Install wind and seismic restraints according to manufacturer's written instructions.[
D Install units level and plumb maintaining manufacturer's recommended clearances and tolerances.
E. Install ground- mounting, compressor- condenser components on 100 mm (4 -inch) thick,
reinforced concrete base; 100 mm (4 inches) larger on each side than unit. Unless specified
otherwise.
F Install ground- mounting, compressor- condenser components on polyethylene mounting base.
G. Install roof mounting compressor- condenser components on equipment supports. Anchor units to
supports with removable, cadmium plated fasteners.
H. Install seismic restraints.
I. Install compressor- condenser components on restrained spring isolators with a minimum static
deflection of 25 mm (1 inch) unless otherwise indicated
J Install and connect precharged refrigerant tubing to component's quick connect fittings. Install
tubing to allow access to unit.
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K. Install wall sleeves in finished wall assembly and weatherproof Install and anchor wall sleeves
to withstand without damage seismic forces as required by code.
3.2 CONNECTIONS
A. Verify condensate drainage requirements.
B Install condensate drain minimum connection size with trap and indirect connection to nearest
roof drain floor drain, or area drain.
C Install piping adjacent to units to allow service and maintenance.
D Ground equipment and install power wiring, switches, and controls for self contained and split
systems.
E. Connect refrigerant piping to coils with shutoff valves on the suction and liquid lines at the coil
and a union or flange at each connection at the coil and condenser
3.3 FIELD QUALITY CONTROL
A. Perform tests and inspections and prepare test reports.
B. Tests and Inspections: After installing units and after electrical circuitry has been energized, test
units for compliance with requirements. Inspect for and remove shipping bolts, blocks, and tie
down straps. After electrical circuitry has been energized, start units to confirm proper motor
rotation and unit operation. Test and adjust controls and safeties. Replace damaged and
malfunctioning controls and equipment. Remove and replace malfunctioning units and retest as
specified above.
3.4 INSTRUCTIONS
Provide services of manufacturer's technical representative for four hours to instruct owner in
operation and maintenance of units.
END
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PART1 GENERAL
11 SUMMARY
1.2 REFERENCES
SECTION 26 00 10 ELECTRICAL PROVISIONS
A. The work under this Division includes furnishing items necessary for the construction
installation commissioning testing and operational training of electrical work for this
project.
B Project Description
1 The project consists of modifications to the existing electrical system to support
upgraded /modernized elevators. The elevators and associated systems must be
brought up to current code. Work includes, but is not limited to
a. New main disconnects and electrical feeders to each elevator
b New electrical panels in each elevator machine room to support elevator
equipment.
c. New power and lighting in elevator machine rooms, elevator pits.
d Circuits for mechanical cooling equipment associated with the elevator
machine rooms.
e. Modifications to the fire alarm system to provide elevator recall functions.
These modifications will include additional smoke detectors in elevator
lobbies, heat and smoke detectors in the elevator shafts and smoke
detectors in the elevator machine rooms Fire alarm signal cabling will
be extended to each elevator controller to facilitate elevator recall
functions
f Modifications to the infant abduction system signal wiring extended to
new elevator controllers.
g. Modifications to the access control system access control system
wiring shall be extended to each elevator controller so that access can
be limited to staff and the public during selected hours /days.
h Telephone cabling will be extended to each elevator controller to
facilitate telephone communications between each elevator car and the
phone and the Hospital front desk.
A. Drawings and specification sections of Divisions 26 27 28 and parts of 33
B Drawings and General Provisions of Contract Documents which apply to the work of
Divisions 26, 27 and 28 including
1 General and Special Conditions of Contract.
2. Divisions 00 and 01 of the Specifications.
C IEEE C2 (Institute of Electrical and Electronics Engineers) National Electrical Safety
Code.
D NECA 1000 (National Electrical Contractors Association) National Electrical Installation
Standards Specification System
E. NFPA 70 (National Fire Protection Association) National Electrical Code
F NFPA 70A/70E (National Fire Protection Association) Electrical Safety in the
Workplace.
G Drawings and specification sections in all other Divisions shall be reviewed and works
coordinated with Division 26 27and 33 work.
H. Manufacturer's installation and operating instructions.
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1.3 CODES ORDINANCES AND REGULATIONS
A. Codes and Ordinances. Comply with applicable codes, ordinances and regulations
including, but not limited to, the National Electrical Code NFPA as amended and
adopted by the state and local Authorities Having Jurisdiction, as well as the following
1 Washington Administrative Code WAC 296 -46B
2 National Electrical Safety Code, IEEE C2
3 Electrical Safety in the Workplace, NFPA 70E.
4 International Building Code.
5 Other applicable National State and local codes and ordinances
B Notify the Engineer of any non compliance in contract documents to applicable codes
and regulations prior to installation of the work. Changes in the work after initial
installation due to requirements of code enforcing agencies shall be performed by the
Contractor at no additional cost to the Owner
C The foregoing codes function to establish a minimum level of requirements Where
provisions of the various codes and standards conflict with each other and with the
Contract Documents, bring to the attention of the Engineer for clarification and resolution
D Where drawings or specifications call for material or construction of a better quality or
larger sizes than required by the above mentioned rules and regulations, the provisions
of the drawings or specifications take precedence over requirements of the rules and
regulations.
E. Utilities: Provide work in accordance with rules and requirements of local utility
companies.
F Promptly submit written notice to Architect of any observed variance of contract
documents from legal requirements Appropriate Change Order modifications to the
contract documents will be made to incorporate necessary changes. The Contractor is
responsible for work known to be contrary to such requirements when required notice is
not given
G Permits. Obtain and pay for permits and fees required for this project.
H. Approving Authority The Contractor is responsible for
1 Ascertaining and contacting the appropriate Authorities Having Jurisdiction' for
this project.
2. Arranging for review of plans and shop drawings.
3 Scheduling inspections in a timely manner
4 Non conformance issues shall be brought to the attention of the Engineer of
Record Changes suggested by the Authorities Having Jurisdiction shall be
provided only with written authorization of the Engineer of Record
5 Making necessary corrections as required by the Authorities Having Jurisdiction.
Authorities Having Jurisdiction include, but are not be limited to
1 Washington State Department of Labor and Industries.
2. Local Fire Department.
3 The City of Port Angeles.
J Safety Measure to be taken The Contractor shall be solely and completely responsible
for conditions of the job site, including safety of persons and property during performance
of the work.
1 This requirement shall apply continuously and not be limited to normal working
hours
2. The duty of the Architect and Engineer to conduct construction observations of
the Contractor's performance is not intended to include review of the adequacy of
the Contractor's safety measures, in, on or near the construction site
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3 Contractor is responsible for compliance with the 'Safety and Health Regulations
for Construction, 29 CFR 1926 by the U.S Department of Labor
4 Contractor is responsible for providing all such safety measures.
5. Contractor shall consult with the state or federal safety inspector for interpretation
whenever in doubt as to whether safe conditions do or do not exist or whether he
is or is not in compliance with state or federal regulations.
1 4 DRAWINGS AND SPECIFICATIONS
A. The electrical drawings and specifications include labor and materials necessary to
provide a complete and operating facility
1 Any materials shown and called for on the drawings but not mentioned in the
specifications, or vice versa, necessary for the proper completion of the work,
shall be provided as if specifically called for in both
2. Discrepancies among contract documents shall be brought to the attention of the
Engineer for clarification and resolution as soon as possible
8 Contractor has determined that these documents and conditions do sufficiently describe
the scope of construction work required under this Contract and that by submitting a bid
the Contractor is acknowledging that he has made a thorough examination of the:
1 Contract Documents.
2 Existing conditions.
3 Appropriate pretesting required for proper sequencing of work.
C Questions regarding interpretation of the contract documents shall be made in writing in a
timely manner prior to the bid date to allow reasonable time for resolution of questions.
D Electrical drawings are diagrammatic. Provide labor and material required to execute the
work in accordance with the Contract Documents:
1 Electrical devices, equipment, apparatus, and conduit runs are shown in their
approximate locations, unless dimensioned
2. Locate these items symmetrically on floors, walls, and ceilings where not
dimensioned
3 Coordinate with work of other trades to prevent interferences. Yield right -of -way
to piping installed at required slope.
4 Do not scale electrical drawings to establish exact locations.
5 Refer to architectural project drawings for locations and dimensions as
applicable.
6 Items positioned incorrectly and without the Engineer's approval are subject to
being moved at the Contractor's expense.
7 Provide equipment that:
a. Fits into the space allotted
b Has code required clearances for installation, replacement, entry
servicing, and maintenance
c. Has physical and electrical characteristics as shown
d Has coordinated work with all other divisions
8 When equipment delivered to the job site is different than shown in the Contract
Documents, coordinate with the Engineer for clarification and resolution
9 Coordinate changes with other trades.
E. Workmanship Install work in accordance with NECA 1000 and state of the art trade
practices The Engineer of Record will be the sole judge of the quality of installation.
Any work not meeting the required quality shall be removed and reinstalled at no
additional cost to the Owner
1.5 EXISTING CONDITIONS
A. Visit the site prior to bidding to become familiar with existing conditions and other factors
which may affect the execution of the work.
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B Any demolition work required is described /noted on the Electrical, Mechanical, Civil and
Architectural plans.
1 Verify specific scope of demolition work and operating conditions to be
encountered from on -site review and coordination with the Owner
2 Demolition work shall not interfere with equipment and systems remaining in
operation
3 Equipment and systems not designated for removal or demolition shall be
marked and protected from the activities of other trades.
4 Demolition procedures shall be approved by Owner prior to work.
1.6 UTILITIES AND SERVICES
A. The Contractor is responsible for locating existing branch circuits, feeders, services,
phase rotations and utilities. Coordinate work accordingly
1 Prior to trenching and excavation, use a utility locator to locate existing
underground utilities. Excavate to avoid underground utilities
2. Prior to core drilling, use a pacometer X -ray or other suitable means to locate
existing rebar embedded conduit, post tensioning cables and other imbedded
obstructions Locate core drill to avoid obstructions
3. The contractor shall be solely responsible for the repair of any existing facilities
damaged as a result of contractor activities
B Existing services.
1 Existing services when encountered shall be protected against damage.
2 Do not disturb the operation of or damage existing active services without the
written approval of the Owner
3 Coordinate new work with existing services that are to remain
4 If active services are encountered or require relocation notify the Engineer for
clarification and resolution
5 Provide a work plan and schedule for utility and system interruption for the
Owner's approval Interruption of existing utility services shall not occur without
the express approval of the Owner
6. Where existing services are to be abandoned, terminate in conformance with
requirements of the utility and Authority Having Jurisdiction.
7 Where new services or equipment are replacing existing services or equipment,
the new shall be installed and tested prior to removal of the existing.
17 SUBMITTALS
A. Submittal Procedures
1 Submit transmittal to Architect for review by Architect.
2. Submit as specified under individual Sections Submittals not required will not be
recognized or processed
3 Submit in timely manner as necessary to complete Work of this Contract within
Contract Time.
B Submittal Format:
1 Transmittal Form Accompany each submittal with transmittal letter Do not
address more than one topic or portion of the Work on each transmittal.
2. Submittal Numbering Sequentially number transmittal forms in order submitted
Add alphabetic suffix to original submittal number to resubmittals.
3 Submittal Identification Include Project, Contractor subcontractor supplier
specification Section number manufacturer product, and material as
appropriate.
4 Contractor's Certification Apply Contractor's stamp signed or initialed, certifying
that Contractor has performed review verification of products required, field
dimensions, coordination of information for items submitted and related systems,
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and that submittal is in accordance with the requirements of Contract
Documents.
5 Variance From Contract Document Requirements. Bring any variation from
requirements of Contract Documents by means of written explanation on
submittal transmittal letter and by indication on submittal shop drawings, product
data, or other types of submittals.
6 Clearly mark/identify exact component/device and equipment to be used.
C Architect's Review
1 Architect is responsible for reviewing submittals as verification to the design
intent and conformance to provisions of Contract Documents.
2 Architect's review does not relieve Contractor from
a. Establishing necessary dimensions, tolerances, clearances, and
qualities.
b Taking responsibility for necessary means and methods to complete the
Work.
c. Conforming to provisions of the Contract Documents, except where
approval for deviations is approved by Architect.
3 Architect will provide signed comments for each submittal Where Architect
indicates that submittal has been reviewed or no exceptions have been taken to
submittal, proceed in accordance with Contract Documents. Otherwise make
corrections as noted in review markings and resubmit if so indicated
D Processing And Turn Around Time Allow minimum 14 calendar days from time of
receipt by Architect for each submittal and each subsequent required resubmittal
E. Resubmittals:
1 Revise initial submittal as directed, and resubmit. Follow procedures specified
for the initial submittal. Make corrections or changes in the submittals required
by Architect.
2 Revise and make resubmittals until no exceptions are taken or resubmittal is not
required by review markings. Identify changes on resubmittal made since
previous submittal
F Product Data.
1 Number Submit 4 copies, except as otherwise specified plus additional copies
that Contractor will require for distribution to its own forces
2. Maintain 1 copy for Project Record Documents to be delivered to Owner at
Project Completion.
3 Identification Mark each copy to identify specific products, models, options,
tolerances, dimensions, and other pertinent data.
G Design Data and Test Reports.
1 Number Submit 4 copies each
2. Content: Include information necessary for assessing conformance with and
design concept expressed by Contract Documents.
H Submit data sheets, catalog cuts, or other additional information as required for the items
specified hereinafter in other sections
I Acceptance. The acceptance of a manufacturer's name or product by the Architect does
not relieve the Contractor of the responsibility for providing materials and equipment
which comply in all details with the requirements of the Contract Documents.
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1.8 SUBSTITUTIONS
A. General Requests for substitutions shall conform to the requirements of Section
01 60 00 Product Requirements
1 Whenever any material or equipment is specified by proprietary name or by
name of the manufacturer such specification shall establish the standard of
quality in that particular field of manufacture.
2. Unless otherwise noted on the drawings or other sections of the specifications,
the Contractor may offer material or equipment with equal or better qualities than
those specified
3 The Engineer shall be the sole and final judge as to quality and acceptability of
substitutions, no exceptions
B When the substitute equipment or material necessitates revisions to the plans or involves
other trades, the Contractor shall include drawings and details showing such changes,
and coordinate and assume any liability and costs from the affected trades
1 If a change required engineering or mechanical services or other equipment
modifications, these services, the Contractor shall be liable for these costs
1.9 QUALITY ASSURANCE
A. Electrical equipment installed under this project shall be listed and labeled by
Underwriter's Laboratories, Inc. or other testing laboratory recognized by the Authority
Having Jurisdiction.
110 COORDINATION
A. Electrical drawings are diagrammatic in nature Refer to the other divisions of the plans
and specifications for details which affect the execution of this work.
1 Specific locations of structural or architectural features or equipment items shall
be obtained from the referenced drawings, field measurements, or the trade
providing the material or equipment.
2. No extra payments will be allowed for failure to obtain this information
B Where other divisions require electrical materials or installations under this division of the
specifications:
1 Comply with applicable requirements herein
2. Provide electrical materials and installation work required to connect, test and
operate equipment described in other divisions of these specifications as shown
on the Electrical Drawings or specified hereinafter
3 Electrical installations required by other divisions but not shown on the Electrical
Drawings or specifically called out in this division of the specifications shall be the
responsibility of the trade requiring the electrical work.
C Plan and execute work including but not limited to, conduit, fittings, offsets pull boxes
electrical equipment locations, lighting fixtures and receptacles, in cooperation with all
other trades and the local serving utility companies.
1 Make every reasonable effort to provide all concerned with timely notice of work
affecting other trades to prevent conflicts or interference as to space
requirements, dimensions, openings, block -outs, sleeving or other matters which
will cause delays or necessitate work around methods.
2. Failure to coordinate work will be considered sufficient cause for work to be
altered at Contractor's expense, as directed by Engineer
D Provide power outlet boxes for each piece of equipment. Install appropriate electrical
devices and connect them to the equipment.
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111 TESTING
A. Test wiring and electrical equipment installed on this Contract to verify wiring insulation
integrity absence of grounds and short circuits and verify proper operation, rotation, and
phase relationship
1 Equipment shall be demonstrated to operate in accordance with the
requirements of this division and the manufacturer's recommendations
2. Tests shall be performed in the presence of the Owner and Engineer or their
representatives.
3 Instruments, load banks, controls and protection settings, and personnel required
to conduct the test shall be provided by the Contractor
4 Any test not witnessed by the Owner shall be waived by written document.
5 All such documents must become the property of the Owner upon completion of
construction.
B Coordinate overcurrent devices in the entire electrical system as approved by the
Engineer provided coordination study
1 Adjustable circuit breakers and overcurrent relays shall be set to allow the
maximum available load current in the system while providing the maximum
degree of coordination
2. In the event of a fault or overcurrent event, the nearest breaker upstream of the
event has the greatest probability of tripping first, isolating the remainder of the
electrical system from event.
3 Record the settings of adjustable breakers and overcurrent relays and submit the
record as part of the closeout submittals.
C Provide acceptance testing of each adjustable breaker electronic trip breaker protective
relay and overcurrent relay in accordance with NETA ATS and applicable ANSI
standards.
1 Replace any devices which fail the test.
2 Place a sticker on each piece of tested equipment indicating the date of the test
and the name of the testing agency
3 Record the results of the tests and submit the record as part of the closeout
submittals.
112 DEMONSTRATION
A. Demonstrate the installed system components to the Owner's maintenance personnel in
accordance with the provisions of the
1 General Conditions,
2. Special Conditions,
3 Division 01
B. Following initial operation of electrical equipment and prior to acceptance of the electrical
work, conduct demonstrations of equipment operation and perform instruction periods for
the Owner's representatives.
C Contractor's representatives, in general, who conduct these instructions and
demonstrations shall be qualified foremen or superintendents acquainted with this project
and from the trade involved
1 For electrical systems and subsystems, the representative shall be the engineer
or technician who performs testing and adjustment.
2. For major equipment, the representative shall be manufacturer's representatives
with operating experience and substantial design experience on this project.
3 Their qualifications shall be submitted to the Engineer before conducting the
instruction period
D Representatives of Owner who will be present at these meetings may include Owner's
Operating and Maintenance personnel.
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E. Scheduling of Instruction Periods Provide notice of Contractor's readiness to conduct
such instruction and demonstration periods to Owner at least 2 weeks prior to each
instruction period and reach agreement on the date of each instruction period.
1 13 INSPECTIONS
A. Observations will be conducted periodically throughout the construction by the Engineer
1 On -site meetings or reviews of construction by the Architect, Engineer or Owner
shall not be construed as acceptance by these parties as related to quantities,
rough -in locations, and compliance with code enforcing authorities `unless
specific exceptions have been bought to the attention of the Architect or Engineer
and have been accepted in writing
B When requesting final inspection provide 10 day notice. Submit written certification that
the work has been fully completed in strict accordance with plans and specifications.
C Notify the Owner and Architect upon completion of
1 Equipment labeling
2. Conduit marking.
3 Wire and cable identification
4 Replacement of damaged equipment.
5. Touch -up painting
6 Posting of completed panel schedules
7 Resolution of previously noted comments
8 Installation of previously missing equipment.
D Obtain a Certificate of Final Electrical Inspection from the local Authority Having
Jurisdiction stating that work had been inspected, accepted and approved as complying
with existing governing ordinances and codes.
E. Submit to the Owner upon completion of the project as part of project closeout.
1 14 FINAL PUNCHLIST
A. Section 01 70 00 Execution and Closeout requirements.
B When Architect is completing punchlist during final inspection, provide access to devices
as requested by the Architect, including ceiling tile removal and replacement.
C Provide ladders, scaffolds, staging, safe opening of equipment, and accessories required
to access the devices and work.
D Demonstrate the operation of equipment upon request of the Architect.
115 WARRANTY
A. Section 01 70 00 Execution and Closeout requirements.
B Provide a warranty for electrical work in accordance with the provisions of the General
Conditions. Submit the warranty in written form in accordance with Section 01 78 00
Closeout Submittals. Warranties.
C Furnish the originals of manufacturers' warranties for the Owner's records.
1 16 OPERATION AND MAINTENANCE MANUALS
A. Prepare minimum of 3 final copies of an operating and maintenance manual for
equipment provided under Divisions 26, 27 and 28 in accordance with the following
paragraphs.
B Approval Prior to binding the final copies, submit a single draft copy to the Architect for
approval
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C Format For Operating And Maintenance Manuals.
1 Compile product data and related information appropriate for Owner's
maintenance and operation Prepare data in instructional manual form for use by
Owner's personnel Modify data as required to accurately represent completed
installations
2 Binders Commercial quality 3 -hole punched vinyl covered hardboard binder
secured with aluminum screw posts, sized for 8 -1/2 by 11 inch sheet format. Do
not exceed 3 -1/2 inch binder width
3 Binder Cover Identify each Manual with printed title, 'OPERATING AND
MAINTENANCE INSTRUCTIONS' Project Title, identification of subject matter
contained in manual and completion date of Project. Include names of Owner
Architect, General Contractor and major equipment suppliers.
4 Binder Edge. The binder edge shall be imprinted with the name of the job,
Owner and completion date of Project.
5 Provide tabbed dividers for each separate product and system with typed
description of product and major component parts of equipment.
6 Text: Manufacturer's printed data, or neatly typewritten information on 20 pound
white or off -white paper
7 Drawings. Provide with reinforced punched binder tab Bind in with text; fold
larger drawings to size of text pages
D Contents Of Manuals.
1 Project Directory Indicate Project title and Project number List Owner
Consultants, and Contractor with addresses, telephone numbers, and name of
responsible parties.
2. Product Directory' List names, addresses, and telephone numbers of
subcontractors and suppliers Included local sources of supplies and
replacement parts. Provide information for re- ordering custom manufactured
products
3 Product Data: Submit original product literature. Photo copies are not
acceptable. Mark each sheet to clearly identify specific products, models
numbers, components parts, and data applied to installation Delete inapplicable
information by marking out, striking out, or by notation
4 Drawings and Diagrams. Include as necessary to supplement Product Data.
Illustrate relations or components parts or equipment and systems. Show wiring
control, and flow diagrams Do not use Project Record Documents as
maintenance drawings.
5 Written Text: Include as necessary to supplement product data. Provide logical
sequence of instructions for each procedure, incorporating manufacturer's
instructions.
6 Provide information sheet for Owner's personnel indicating proper procedures in
event of failure. Include instances which may affect validity of warranties.
7 Each Item of Equipment and Each System Include description of system, and
component parts Include complete nomenclature and model number of
replaceable parts. Identify the following:
7 a. Normal functions
b Normal operating characteristics
c. Limiting conditions
8 Operating Procedures: Provide manufacturer's printed operation and
maintenance instructions. Include the following
a. Start -up break -in, and routine normal operating instructions and
sequences.
b Regulation control, stopping, shut -down and emergency instructions.
9 Maintenance Requirements: Include routine procedures and guide for preventive
maintenance and trouble shooting; disassembling, repair and reassemble
instructions, and adjusting and checking instructions
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10 Controls Provide manufacturer's sequence of operation and control diagrams as
installed
11 All warranty information
a. Contractor /labor warranty (to include names and phone numbers)
b Parts /system /equipment specific warranties (to include complete list of
components)
12. As -built system drawings diagrams, etc.
13 Additional Requirements As specified in individual Product specification
sections
1 17 CLOSEOUT SUBMITTALS
A. Section 01 70 00 Execution and Closeout requirements.
B Prepare operations and maintenance manuals for electrical equipment installed on this
project.
C Items described shall include, but not be limited to, the equipment listed under 'Shop
Drawings' in this division of the specifications
1 Provide table of contents at front of manual indicating general content of each
section
2. Provide index for each section of the manual with complete equipment catalog
item or identification
D The information and diagrams included must be on the specific equipment installed for
this project.
1 General 'product line' information is not acceptable.
2 The equipment model and catalog numbers with appropriate prefixes and
suffixes must be clearly indicated on the data sheets.
E. Manuals shall contain the following:
1 Shop drawings
2. Schematic and wiring diagrams (showing external connections).
3 Parts lists
4 Operating and maintenance information
F Any modifications to equipment in the field shall be updated on the drawings, diagrams,
etc. to reflect the as- built' conditions.
G A record shall be made during the progress of the project indicating the work as actually
installed
1 Corrections and changes shall be kept up to date at all times on a separate set of
record drawings kept at the job site for review by the Engineer
2. Mark -ups may be schematic as related to interior raceway systems, however
raceways shall be shown in proper relationship with junction boxes, panelboards,
devices, and equipment.
3 Raceways installed below grade shall be shown with both horizontal and vertical
dimensions at an accuracy of plus or minus 6 inches.
H Provide 1 set of prints indicating work as revised detailed and actually installed and
submit to the Architect as part of the Project Closeout documentation
All manuals, test results, and acceptances by the inspecting authorities shall be included
in this final documentation
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PART 2 PRODUCTS
Not used
PART 3 EXECUTION
Not used.
END OF SECTION 260010
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SECTION 26 00 50 BASIC ELECTRICAL MATERIALS AND METHODS
PART 1 GENERAL
11 SUMMARY
A. Section includes.
1 Grounding conductors.
2. Equipment grounding conductors.
3 Bonding methods and materials.
4 Conduit and equipment supports.
5 Anchors and fasteners.
6. Nameplates and labels.
7 Wire and raceway markers
8 Sleeves and grout.
9. Sealing and fireproofing of sleeves and annular spaces between conduits, cable
trays, wireways, troughs, cable bus, busduct and building element openings.
1.2 REFERENCES
A. ASTM C 1107 (American Society for Testing Materials) Packaged Dry Hydraulic
Cement Grout (Nonshrink).
B NECA (National Electrical Contractors Association) Standard of Installation
C NETA ATS (International Electrical Testing Association) Acceptance Testing
Specifications for Electrical Power Distribution Equipment and Systems.
D NFPA 99 (National Fire Protection Association) Health Care Facilities.
1.3 SYSTEM DESCRIPTION
A. Equipment connection systems use the following elements.
1 Flexible conduit and wire connections.
B Grounding systems use the following elements as grounding electrodes.
1 Existing Rod electrode(s).
2 Existing Metal underground water pipe.
C Anchor and fasten electrical products to building elements and finishes as follows.
1 Concrete Structural Elements. Provide precast inserts, expansion anchors, and
preset inserts
2. Steel Structural Elements Provide beam clamps, spring steel clips, and welded
fasteners
3 Concrete Surfaces: Provide self drilling anchors and expansion anchors.
4 Hollow Masonry Plaster and Gypsum Board Partitions Provide toggle bolts and
hollow wall fasteners.
5 Solid Masonry Walls. Provide expansion anchors and preset inserts.
6. Sheet Metal Provide sheet metal screws.
7 Wood Elements. Provide wood screws
D Identify electrical components as follows.
1 Nameplate for each electrical distribution and control equipment enclosure.
2. Label for identification of individual wall switches and receptacles and control
device stations.
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3 Wire marker for each conductor at panelboard gutters, pull boxes, outlet and
junction boxes and each load connection
4 Raceway marker for each raceway longer than 6 feet.
5 Underground warning tape along length of each underground raceway or cable.
1 4 DESIGN REQUIREMENTS
A. Select materials, sizes, and types of anchors, fasteners, and supports to carry loads of
equipment and raceway including weight of wire and cable in raceway
1 5 PERFORMANCE REQUIREMENTS
A. Grounding System Resistance 5 ohms or less.
B Wire /feeder insulation resistance. Greater than 250 000 ohms
16 SUBMITTALS
A. Section 01 30 00 Administrative Requirements
B Product Data
1 Grounding and bonding Connections
2. Labels.
3 Firestopping
C Test Reports. Indicate overall resistance to ground
D Manufacturer's Installation Instructions. Submit for active electrodes.
E. Seismic Design Seismic Design Submit calculations, details, shop drawings, product
data, and statement of special instructions for the seismic design of equipment, busduct,
and conduit to Architect for Architect's approval. After Architect's approval Architect will
submit the Architect's notification with the calculations details, shop drawings, and
statement of special inspections to the Building Official per 2006 IBC Section 106.3 4.2.
No work shall be started until the calculations, details shop drawings, product data, and
statement of special inspections have been approved by the Building Official. If the
contractor hired professional engineer licensed in the State of Washington determines
that the IBC does not require some of the equipment, busduct, and conduit be seismically
restrained, then submit a stamped and signed statement from the professional engineer
to that effect.
1 Submit a written 'Contractor's Statement of Responsibility" to the Architect and to
the Building Official for the construction of the seismic force resisting system
designated seismic system or component listed in the quality assurance plan per
2006 IBC Section 1706 1 prior to the commencement of work on the system or
component.
1 7 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals.
B Project Record Documents:
1 Record actual locations of components and grounding electrodes.
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1.8 QUALIFICATIONS
A. Manufacturer Company specializing in manufacturing products specified in this section
with minimum three years documented experience and with service facilities within 100
miles of project.
1.9 FIELD MEASUREMENTS
A. Verify field measurements prior to fabrication
PART 2 PRODUCTS
2 1 MECHANICAL CONNECTORS
A. Manufacturers.
1 Burndy
2 T &B
3 Substitutions. Section 01 60 00 Product Requirements
B Description. Bronze connectors, suitable for grounding and bonding applications in
configurations required for particular installation.
2.2 EXOTHERMIC CONNECTIONS
A. Manufacturers
1 Erico Cadweld
2. Thermoweld
3. Substitutions: Section 01 60 00 Product Requirements.
B Product Description Exothermic materials, accessories, and tools for preparing and
making permanent field connections between grounding system components
2.3 WIRE
A. Material Stranded copper
B Grounding Electrode Conductor As indicated on the drawings.
2.4 ANCHORS AND FASTENERS
A. Materials and Finishes: Corrosion resistant.
2.5 FORMED STEEL CHANNEL
A. Manufacturers
1 B -Line
2. Globestrut.
3 Unistrut.
4 Substitutions' Section 01 60 00 Product Requirements.
B Description Galvanized steel.
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2.6 SPRING STEEL CLIPS
A. Manufacturers
1 Erico Caddy
2 Substitutions. Section 01 60 00 Product Requirements.
2.7 NAMEPLATES
A. Provide three -layer laminated melamine plastic nameplates for each item specified in the
technical sections or shown on the drawings including, but not limited to
1 Switchgear and switchboards.
2 Panelboards.
3 Equipment enclosures
4 Relays.
5 Switches
6 Devices.
B Description
1 Size: 1 inch by 2.5 inches, minimum by 0 125 inches thick, square corners.
2 Matt black background with white letters for normal power
3 Matt red background with white letters for emergency power
C Letter Size
1 1/8 inch letters for identifying individual equipment and loads.
2. 1/4 inch letters for identifying grouped equipment and loads.
2.8 LABELS
A. Labels: Embossed adhesive tape, with 3/16 inch white letters on black background
2.9 WIRE MARKERS
A. Description Cloth tape, split sleeve or tubing type wire markers
B Legend.
1 Power and Lighting Circuits. Branch circuit or feeder number as indicated on
Drawings
2. Control Circuits Control wire number as indicated on shop drawings.
2.10 CONDUIT MARKERS
A. Description Nameplate fastened with straps
B. Color
1 High Voltage System Orange lettering on white background
2 480 Volt System Black lettering on white background
3 208 Volt System Black lettering on white background
4 Fire Alarm System Red lettering on white background
5 Telephone System Blue lettering on white background
C Legend
1 Medium Voltage System HIGH VOLTAGE.
2. 480 Volt System 480 VOLTS
3 208 Volt System 208 VOLTS
4 Fire Alarm System FIRE ALARM
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213 SLEEVES
5 Telephone System TELEPHONE.
2.11 CIRCUIT DIRECTORIES
A. Provide typewritten circuit directories for all switchboards and panelboards including
breaker /fuse identification and size, equipment or system served and location(s)
B Place directories inside doors under transparent plastic covers.
2 12 UNDERGROUND WARNING TAPE
A. Description 4 -inch wide plastic tape, detectable type, colored with suitable warning
legend describing buried electrical lines.
1 Red for power
2 Yellow for telecommunications.
A. Round Rigid galvanized steel conduit (RGS).
B
Rectangular Galvanized sheet steel
1 Perimeter Tess than 50 inches with no side greater than 16 inches. 18 Gage
2 Perimeter equal to or greater than 50 inches or with a side greater than 16
inches. 10 Gage.
2.14 GROUT
A. ASTM C 1107
B. Mix with water for 30 minute working time.
2 15 SEALING AND FIREPROOFING
A. Fire and Smoke Rated Surfaces.
1 Manufacturers.
a. 3M CP 25N /S or CP25S /L caulk.
b 3M FS 195 wrap or strip with restricting collar
c. 3M CS 195 composite sheet.
d Pipe Shield, Inc. series F fire barrier kits.
e. Proset Systems fire rated floor and wall penetrations.
f Insta -Foam Products Insta -Fire Seal Firestop Foam
g Dow Corning Fire Stop System
h
Substitutions Not Permitted
B General
1 Provide UL listed products.
2. Select products with rating not less than rating of wall or floor being penetrated
C Non -Rated Surfaces
1 Stamped steel chrome plated, hinged, split ring escutcheons or floor plates or
ceiling plates for covering openings in occupied areas where conduit is exposed
2. For exterior wall openings below grade, furnish modular mechanical type seal
consisting of interlocking synthetic rubber links shaped to continuously fill annular
space between conduit and cored opening or water -stop type wall sleeve.
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PART 3 EXECUTION
3 For interior wall or floor openings, furnish one of the following to effect seal
a. Tremco Dymonic.
b Sika Corp Sikaflex la.
c. Sonneborn Sonolastic NPI
d Mameco Vilken 116 urethane caulk.
e. Substitutions. Section 01 60 00 Product Requirements.
31 EXAMINATION
A. Section 01 30 00 Administrative Requirements.
B Verify final backfill and compaction has been completed before driving rod electrodes.
C Verify wiring and equipment that are about to be demolished are no longer required for
the facility
3.2 EXISTING WORK
A. Demolition Drawings are based on casual field observation and existing record
documents. Report discrepancies to Architect/Engineer before disturbing existing
installation Protect existing systems not designated for removal or demolition from
damage Repair or replace any systems inadvertently damaged
B Disconnect electrical systems in walls, floors, and ceilings scheduled for removal.
C Remove, relocate, and extend existing installations to accommodate new construction
D Remove exposed abandoned grounding and bonding components, fasteners and
supports, and electrical identification components, including abandoned components
above accessible ceiling finishes. Cut embedded support elements flush with walls and
floors Patch surfaces damaged by removal of existing components.
E. Install temporary wiring and connections to maintain existing systems in service during
construction
F Perform work on energized equipment or circuits with experienced and trained personnel
G Repair adjacent construction and finishes damaged during demolition and extension
work.
3.3 INSTALLATION
A. Grounding and Bonding Installation
1 Install bonding meeting Regulatory Requirements.
2 Install grounding and bonding in patient care areas to meet requirements of
NFPA 99
3 Equipment Grounding Conductor Install separate, insulated conductor within
each feeder and branch circuit raceway Terminate each end on suitable lug,
bus, or bushing.
B Supports:
1 Install electrical systems and equipment attached directly to structure and to
dedicated supports attached directly to structure. Attach supports to structure,
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independent of all other equipment and systems. Do not fasten electrical
equipment to pipes, ducts, mechanical equipment, other equipment or the
supports for such equipment or systems.
2 Fabricate supports from structural steel or formed steel members. Rigidly weld
members or install hex -head bolts to present neat appearance with adequate
strength and rigidity Install spring lock washers under nuts
3 Locate and install anchors, fasteners, and supports in accordance with NECA
'Standard of Installation'
4 Install surface mounted cabinets and panelboards with minimum of four anchors.
5 In wet and damp locations install steel channel supports to stand cabinets and
panelboards 1 inch off wall
6 Install sheet metal channel to bridge studs above and below cabinets and
panelboards recessed in hollow partitions
7 Obtain permission from Architect/Engineer before using powder- actuated
anchors.
8 Do not drill or cut structural members.
9 Obtain permission from Architect/Engineer before drilling or cutting structural
members
C Identification Components
1 Degrease and clean surfaces to receive nameplates and labels
2. Install nameplate and labels parallel to equipment lines.
3. Secure nameplate to equipment front using screws or rivets
4 Secure nameplate to inside surface of door on recessed panelboard in finished
locations
5. Conduit Marker Spacing: 20 feet on center
6 Identify underground conduits using one underground warning tape for each
trench at 3 inches below finished grade.
D Emergency Systems Equipment Identification
1 All exit and emergency lights, whether or not required by the NEC must be
installed in accordance with Article 700 NEC
2. Device and junction boxes for fire alarm systems other than the surface raceway
type, must be substantially red in color both inside and outside. Power limited
fire protective signaling circuit conductors must be durably and plainly marked in
or on junction boxes or other enclosures to indicate that it is a power limited fire
protective signaling circuit.
3 All boxes and enclosures, for Article 700 NEC systems, larger than six inches by
six inches including transfer switches, generators, and power panels for
emergency systems and circuits must be permanently identified with an
identification plate that is substantially orange in color All other device and
junction boxes for emergency systems and circuits must be substantially orange
in color both inside and outside.
E. Raceway Painting: Identify conduit using field painting in accordance with Section
09 90 00
1 Paint colored band on each conduit longer than 6 feet.
F Paint bands 20 feet on center
1 Color
a. High Voltage System Orange.
b 480 Volt System Blue
c. 208 Volt System Yellow
d Fire Alarm System Red
e. Telephone System Green.
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3 4 EQUIPMENT AND CONDUIT SEISMIC RESTRAINTS
A. Seismically restrain equipment, busduct and conduit in accordance with the requirements
of the 2006 International Building Code.
1 Obtain the services of a professional engineer licensed in the State of
Washington to prepare the seismic design for equipment, busduct, and conduit.
The professional engineer licensed in the State of Washington shall also prepare
a statement of special inspections per requirements of the 2006 International
Building Code. Submit calculations, details, shop drawings, product data, and
statement of special inspections for the seismic design of equipment, busduct
and conduit. If the professional engineer determines that the IBC does not
require some of the equipment, busduct, and conduit be seismically restrained
then submit a stamped and signed statement from the professional engineer to
that effect.
2 Special testing by the component manufacturer shall be performed as required in
Section 1708 5 of the IBC and as required by the Authority Having Jurisdiction
The component manufacturer shall submit a certificate of compliance for review
and acceptance by the registered design professional responsible for the seismic
design and for approval by the building official
3 5 SEALING AND FIREPROOFING
A. Fire Rated Surface:
1 Seal opening at floor wall ceiling and roof as follows.
a. Install 12 gage steel sleeve through opening and extending beyond
minimum of 1 inch on each side of building element.
b Size void between sleeve and building element in accordance with the
listing of the fire stopping system
c. Pack void with backing material
d. Seal ends of sleeve with UL listed fire resistive silicone compound to
meet fire rating of structure penetrated
2. Where cable tray bus, cable bus, conduit, wireway and trough penetrates fire
rated surface, install firestopping product in accordance with listing requirements
and manufacturer's published instructions.
B. Non -Rated Surfaces.
1 Seal opening through non -fire rated wall partition, floor ceiling and roof opening
as follows.
a. Install 12 gage steel sleeve through opening and extending beyond
minimum of 1 inch on each side of building element.
b Size sleeve allowing minimum of 1 inch void between sleeve and
building element.
c. Install type of firestopping material recommended by manufacturer
2. Install escutcheons, floor plates and ceiling plates where conduit, penetrates
non -fire rated surfaces in occupied spaces. Occupied spaces include rooms with
finished ceilings and where penetration occurs below finished ceiling.
3 Exterior wall openings below grade. Assemble rubber links of mechanical seal to
size of conduit and tighten in place, in accordance with manufacturer's
instructions.
4 Interior partitions: Seal pipe penetrations at clean rooms, laboratories, hospital
spaces, computer rooms, telecommunication rooms and data rooms. Apply
sealant to both sides of penetration to completely fill annular space between
sleeve and conduit.
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3 6 FIELD QUALITY CONTROL
A. Section 01 40 00 Quality Requirements.
B Inspect and test in accordance with NETA ATS except Section 4
C Grounding and Bonding Perform inspections and tests listed in NETA ATS, Section 7 13
D Perform insulation resistance test on feeders size 6 AWG and lager
Basic Materials and Methods
END OF SECTION 260050
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SECTION 26 05 20 D1 WIRE AND CABLE (600 VOLTS AND LESS)
PART1 GENERAL
11 SUMMARY
A. Section includes.
1 Building wire and cable.
2 Wiring connectors and connections.
1.2 REFERENCES
A. NECA (National Electrical Contractors Association) Standard of Installation
B NEMA WC 70 (National Electrical Manufacturers Association) Power Cables Rated
2000 Volts or Less for the Distribution of Electrical Energy
C NETA ATS (International Electrical Testing Association) Acceptance Testing
Specifications for Electrical Power Distribution Equipment and Systems.
D NFPA 70 (National Fire Protection Association) National Electrical Code.
E. UL 4 (Underwriters Laboratories) Armored Cable.
F UL 44 (Underwriters Laboratories) Thermoset Insulated Wires and Cables
G UL 83 (Underwriters Laboratories) Thermoplastic Insulated Wires and Cables.
H UL 1569 (Underwriters Laboratories) Metal -Clad Cables.
1.3 SYSTEM DESCRIPTION
A. Product Requirements: Provide products as follows.
1 Solid conductor for feeders and branch circuits 10 AWG and smaller
2. Stranded conductors for control circuits.
3 Conductor not smaller than 12 AWG for power and lighting circuits
4 Conductor not smaller than 16 AWG for control circuits.
5 10 AWG conductors for 20 ampere, 120 volt branch circuits longer than 75 feet.
6 10 AWG conductors for 20 ampere, 277 volt branch circuits longer than 200 feet.
B Wiring Methods. Provide the following wiring methods.
1 Service Entrance. Use only building wire Type XHHW insulated, single
conductors in raceway
2. Concealed Dry Interior Locations. Use only building wire, Type THHN /THWN or
XHHW insulated single conductors in raceway
3. Exposed Dry Interior Locations Use only building wire, Type THHN/THWN or
XHHW insulated single conductors in raceway
4 Cord Drops and Portable Appliance Connections. Use only Type SO hard
service cord with stainless steel, wire -mesh, strain relief device at terminations to
suit application
5 Above Accessible Ceilings Use only building wire, Type THHN /THWN or XHHW
insulated, in raceway
6 Circuits in Cable Tray Use only building wire, Type THHN /THWN or XHHW
insulated, single conductors in raceway
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7 Class 1 and Class 2 Control Circuits. Use only building wire, Type THHN /THWN
insulated single conductors in raceway
8 Wet or Damp Interior Locations. Use only building wire, Type THHN /THWN or
XHHW insulated single conductors in raceway
9 Circuits Installed below Raised Flooring use only building wire
Type THHN/THWN or XHHW insulated single conductors in raceway
10 Exterior Locations. Use only building wire, Type XHHW insulated, single
conductors in raceway
11 Circuits Concealed in Concrete, below Slabs -on- Grade, and Underground Use
only building wire, Type THHN/THWN or XHHW insulated, single conductors in
raceway
12. Underground Locations. Use only building wire Type XHHW insulated in
raceway
14 SUBMITTALS
A. Section 01 30 00 Administrative Requirements.
B Product Data. Submit for building wire and each cable assembly type
1.5 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals: Requirements for closeout documents
B Test Reports. Indicate procedures and values obtained.
C Project Record Documents: Record actual locations of components and circuits.
16 QUALIFICATIONS
A. Manufacturer Company specializing in manufacturing products specified in this section
with minimum three years documented experience.
1 7 FIELD MEASUREMENTS
A. Verify field measurements are as indicated on Drawings
1.8 COORDINATION
A. Section 01 30 00 Administrative Requirements.
B Where wire and cable destination is indicated and routing is not shown, determine routing
and lengths required
C Wire and cable routing indicated is approximate unless dimensioned
PART 2 PRODUCTS
2.1 BUILDING WIRE
A. Product Description. UL 44 and UL 83 single conductor insulated wire.
B. Conductor' Copper only
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C Insulation NFPA 70• Type XHHW insulation for feeders and branch circuits No 2 AWG
and larger Type THHN/THWN or XHHW insulation for feeders and branch circuits
smaller than No. 2 AWG
2.2 WIRE COLOR
A. General
1 For wire sizes 8 AWG and smaller install wire colors in accordance with the
following
a. Black and red for single phase circuits at 120/240 volts.
b Black, red and blue for circuits at 120/208 volts single or three phase.
c. Orange, brown, and yellow for circuits at 277/480 volts single or three
phase
2. For wire sizes 6 AWG and larger identify wire with colored tape at terminals,
splices and boxes Colors are as follows.
a. Black and red for single phase circuits at 120/240 volts
b Black, red and blue for circuits at 120/208 volts single or three phase.
c. Orange, brown, and yellow for circuits at 277/480 volts single or three
phase.
B Neutral Conductors. White for 120/240 and 120/208 circuits, gray for 277/480 volt
circuits. When two or more neutrals are located in one conduit, individually identify each
with proper circuit number
C Branch Circuit Conductors. Install three- and four -wire home runs with each phase
uniquely color coded
D Feeder Circuit Conductors. Uniquely color code each phase.
E. Equipment Ground Conductors.
1 For 6 AWG and smaller Green
2. For 4 AWG and larger Identify with green tape at both ends and visible points
including junction boxes.
PART 3 EXECUTION
3.1 EXAMINATION
A. Section 01 3 00 Administrative Requirements.
B Verify interior of building has been protected from weather
C Verify mechanical work likely to damage wire and cable has been completed
D Verify raceway installation is complete and supported.
3.2 PREPARATION
A. Completely and thoroughly swab raceway before installing wire
3.3 EXISTING WORK
A. Remove exposed abandoned wire and cable, including abandoned wire and cable above
accessible ceiling finishes Patch surfaces where removed cables pass through building
finishes.
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B. Disconnect abandoned circuits and remove circuit wire and cable Remove abandoned
boxes when wire and cable servicing boxes is abandoned and removed Install blank
cover for abandoned boxes not removed
C Provide access to existing wiring connections remaining active and requiring access.
Modify installation or install access panel
D Extend existing circuits using materials and methods as specified
E. Clean and repair existing wire and cable remaining or is wire and cable to be reinstalled.
3 4 INSTALLATION
A. Route wire and cable to meet Project conditions
B Install wire and cable in accordance with NECA 'Standard of Installation
C Neatly train and lace wiring inside boxes, equipment, and panelboards.
D Identify and color code wire and cable under provisions of Section 26 00 50 Identify
each conductor with its circuit number or other designation indicated
E. Special Techniques Building Wire in Raceway
1 Pull conductors into raceway at same time.
2. Install building wire 4 AWG and larger with pulling equipment as necessary
including:
a. Fish tape.
b Cable.
c. Pull rope.
d. Basket -weave wire /cable grips.
3 Use manufacturer approved pulling compound or lubricant where necessary
a. Compound used must not deteriorate conductors or insulation
4 Do not exceed manufacturer's recommended maximum pulling tensions and side
wall pressure values.
5 Pulling means /methods must not damage cables or raceways
F Special Techniques Wiring Connections•
1 Clean conductor surfaces before installing Tugs and connectors
2. Make splices, taps, and terminations to carry full ampacity of conductors with no
perceptible temperature rise.
3 Tighten electrical connectors and terminals according to manufacturer's
published torque- tightening values If manufacturer's torque values are not
indicated use those specified in UL 486A and UL 486B
4 Tape uninsulated conductors and connectors with electrical tape to 150 percent
of insulation rating of conductor
5 Make splices and taps that are compatible with conductor material and that
possess equivalent or better mechanical strength and insulation ratings than
unspliced conductors.
a. Install split bolt connectors for copper conductor splices and taps, 6
AWG and larger
b Install solderless pressure connectors with insulating covers for copper
conductor splices and taps, 8 AWG and smaller
c. Install insulated spring wire connectors with plastic caps for copper
conductor splices and taps, 10 AWG and smaller
6 Wiring at Outlets: Install conductor at each outlet, with at least 6 inches of slack.
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7 Install solid conductors for feeders and branch circuits 10 AWG and smaller If
however special conditions require stranded conductors in lieu of solid, then
install crimp on fork terminals for device terminations. Do not place bare
stranded conductors directly under screws
3 5 FIELD QUALITY CONTROL
A. Section 01 40 00 Quality Requirements.
B Testing Agency Engage a qualified testing agency to perform tests and inspections and
prepare test reports.
C Inspect and test in accordance with NETA ATS except Section 4 and record results.
D Perform inspections and tests listed in NETA ATS Section 7.3 1 and record results
E. Perform insulation test on all conductors size 4AWG and larger and record results
F Test Reports. Prepare a written report to record the following
1 Test procedures used
2. Test results that comply with requirements
3 Test results that do not comply with requirements and corrective action taken to
achieve compliance with requirements.
G Remove and replace malfunctioning conductors and retest as specified above.
END OF SECTION 260520
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PART 1 GENERAL
11 SUMMARY
A. Section includes.
1 Conduit.
2. Tubing.
3 Wireways
4 Outlet boxes.
5 Pull and junction boxes.
6 Handholes
1.2 REFERENCES
SECTION 26 05 30 RACEWAY AND BOXES
A. ANSI C80 1 (American National Standards Institute) Rigid Steel Conduit, Zinc Coated
B ANSI C80 3 (American National Standards Institute) Electrical Metallic Tubing, Zinc
Coated.
C ANSI C80 5 (American National Standards Institute) Rigid Aluminum Conduit.
D ANSI C80 6 (American National Standards Institute) Electrical Intermediate Metal
Conduit (EIMC).
E. ANSI /SCTE 77 (Society of Cable Telecommunications Engineers) Underground
Enclosure Integrity
F NECA (National Electrical Contractor's Association) Standard of Installation
G NEMA FB 1 (National Electrical Manufacturers Association) Fittings, Cast Metal Boxes,
and Conduit Bodies for Conduit and Cable Assemblies.
H NEMA OS 1 (National Electrical Manufacturers Association) Sheet -steel Outlet Boxes,
Device Boxes, Covers, and Box Supports.
NEMA OS 2 (National Electrical Manufacturers Association) Nonmetallic Outlet Boxes,
Device Boxes, Covers and Box Supports
J NEMA RN 1 (National Electrical Manufacturers Association) Polyvinyl Chloride (PVC)
Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit.
K. NEMA TC 2 (National Electrical Manufactures Association) Electrical Polyvinyl Chloride
(PVC) Tubing and Conduit.
L. NEMA TC 3 (National Electrical Manufactures Association) Polyvinyl Chloride (PVC)
Fittings for Use with Rigid PVC Conduit and Tubing.
M. NEMA TC 14 (National Electrical Manufactures Association) Reinforced Thermosetting
Resin Conduit (RTRC) and Fittings.
N NEMA WD 1 (National Electrical Protection Association) General Purpose Wiring
Devices.
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O NEMA WD 6 (National Electrical Protection Association) Wiring Devices Dimensional
Requirements.
P NEMA 250 (National Electrical Manufacturers Association) Enclosures for Electrical
Equipment (1000 Volts Maximum).
Q.
R.
S
UL 1 (Underwriters Laboratories) Flexible Metal Conduit.
UL 6 (Underwriters Laboratories) Electrical Rigid Metal Conduit Steel.
UL 6A (Underwriters Laboratories) Electrical Rigid Metal Conduit Aluminum and
Stainless Steel.
UL 360 (Underwriters Laboratories) Liquid -Tight Flexible Steel Conduit.
UL 514B (Underwriters Laboratories) Conduit, Tubing and Cable Fittings
UL 651 (Underwriters Laboratories) Schedule 40 and 80 Rigid PVC Conduit.
UL 797 (Underwriters Laboratories) Electrical Metallic Tubing Steel.
T
U
V
W
X. UL 870 (Underwriters Laboratories)
Fittings
Y UL 886 (Underwriters Laboratories)
(Classified) Locations
Z. UL 1242 (Underwriters Laboratories)
1.3 SYSTEM DESCRIPTION
Wireways, Auxiliary Gutters and Associated
Outlet Boxes and Fittings for Use in Hazardous
Electrical Intermediate Metal Conduit Steel
A. Raceway and boxes located as indicated on Drawings, and at other locations required for
splices, taps, wire pulling equipment connections, and compliance with regulatory
requirements Raceway and boxes are shown in approximate locations unless
dimensioned Provide raceway to complete wiring system
B Connections to equipment using flexible conduit and wire connections.
C Outdoor Locations, Above Grade Provide rigid steel and aluminum conduit, intermediate
metal conduit and electrical metallic tubing Provide cast metal or nonmetallic outlet, pull
and junction boxes.
D Wet and Damp Locations above grade: Provide rigid steel and aluminum conduit,
intermediate metal conduit, electrical metallic tubing, schedule 80 nonmetallic conduit
and schedule 40 nonmetallic conduit. Provide cast metal or nonmetallic outlet, junction,
and pull boxes. Provide flush mounting outlet box in finished areas.
E. Concealed Dry Locations: Provide rigid steel and aluminum conduit, intermediate metal
conduit, electrical metallic tubing, schedule 80 nonmetallic conduit and schedule 40
nonmetallic conduit. Provide sheet -metal boxes. Provide flush mounting outlet box in
finished areas Provide hinged enclosure for large pullboxes
F Exposed Dry Locations. Provide rigid steel and aluminum conduit, intermediate metal
conduit, electrical metallic tubing, surface metallic raceway surface non metallic raceway
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and schedule 80 nonmetallic conduit. Provide sheet -metal boxes Provide flush
mounting outlet box in finished areas Provide hinged enclosure for large pullboxes
1 4 DESIGN REQUIREMENTS
A. Minimum Raceway Size 1/2 inch, 3/4 inch for homeruns, unless otherwise specified
15 SUBMITTALS
A. Section 01 30 00 Administrative Requirements
B. Product Data. Submit for the following:
1 Flexible metal conduit.
2 Liquidtight flexible metal conduit.
3 Nonmetallic conduit.
4 Raceway fittings.
5 Conduit bodies.
6 Wireway
7 Pull and junction boxes.
C Manufacturer's Installation Instructions. Submit application conditions and limitations of
use stipulated by Product testing agency specified under Regulatory Requirements
Include instructions for storage, handling, protection, examination preparation, and
installation of Product.
1.6 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals. Requirements for closeout documents.
B Project Record Documents:
1 Record actual routing of conduits of 1 1/2 inch trade size and larger
2. Record actual locations and mounting heights of outlet, pull, and junction boxes
3. Record actual locations, sizes, and configurations of equipment connections
1 7 DELIVERY STORAGE, AND HANDLING
A. Section 01 60 00 Product Requirements
B. Protect conduit from corrosion and entrance of debris by storing above grade Provide
appropriate covering.
C Protect PVC conduit from sunlight.
1.8 COORDINATION
A. Section 01 30 00 Administrative requirements.
B Coordinate installation of outlet boxes for equipment-connected under Section 26 27 26
C Coordinate mounting heights, orientation and locations of outlets mounted above
counters, benches, and backsplashes.
D Obtain and review shop drawings, product data, manufacturer's wiring diagrams, and
manufacturer's instructions for equipment furnished under other sections.
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E. Determine connection locations and requirements.
F Sequence rough -in of electrical connections to coordinate with installation of equipment.
G Sequence electrical connections to coordinate with start -up of equipment.
PART2 PRODUCTS
2 1 RIGID METAL CONDUIT (RMC)
A. Rigid Steel Conduit (RGS): ANSI C80 1 and UL 6
B. Rigid Aluminum Conduit: ANSI C80.5 and UL 6A.
C Intermediate Metal Conduit (IMC): ANSI C80 6 and UL 1242, zinc coated steel
D Fittings and Conduit Bodies NEMA FB 1 threaded material to match conduit.
E. Fittings for Hazardous (Classified) Locations: UL 886
2.2 PVC COATED METAL CONDUIT
A. Manufacturers.
1 KorKap
2. Plasti -Bond.
3. Robroy Perma -Cote.
4 Substitutions* Section 01 60 00 Product Requirements.
B Product Description NEMA RN 1 galvanized rigid steel conduit with external PVC
coating, 40 mils thick.
C Fittings and Conduit Bodies. NEMA FB 1 threaded steel fittings with external PVC
coating to match conduit.
D Provide covers with gaskets and captive screws for conduit bodies.
2.3 FLEXIBLE METAL CONDUIT
A. Product Description UL 1 interlocked steel construction
B Fittings. NEMA FB 1
2.4 LIQUIDTIGHT FLEXIBLE METAL CONDUIT
A. Manufacturers
1 Anaconda `Sealtite
2. Electri -Flex 'Liquitite'
3. Substitutions. Section 01 60 00 Product Requirements.
B. Product Description. UL 360 interlocked steel or aluminum construction with PVC jacket.
C Fittings: NEMA FB 1 and UL 514B, cadmium- or zinc plated
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2.5 ELECTRICAL METALLIC TUBING (EMT)
A. Product Description ANSI C80.3 and UL 797 galvanized tubing
B Fittings and Conduit Bodies. NEMA FB 1
1 Steel.
2 Compression type.
3 Insulated throat.
4 Listed as rainproof
2.6 METALLIC CONDUIT BODIES
A. Product Description UL 514B
2.7 NONMETALLIC CONDUIT (NMC)
A. Manufacturers.
1 Carlon.
2. Pacific Plastic Pipe.
3 Substitutions. Section 01 60 00 Product Requirements.
B Product Description
1 NEMA TC 2 and UL 651 Schedule 40 and 80 PVC
2. NEMA TC 14 Fiberglass.
C Fittings and Conduit Bodies: NEMA TC 3 and TC 14
2.8 WIREWAY
A. Manufacturers.
1 Hoffman.
2. Square D
3 Substitutions: Section 01 60 00 Product Requirements
B Product Description UL 870; General purpose type wireway
1 NEMA 250 Type 1 or as shown
2. Knockouts. Manufacturer's standard
3 Size. 4 x 4 inch or Contractor to determine
4 Cover Screw cover
5 Connector Slip -in.
6 Fittings Lay -in type with removable top bottom, or side, captive screws
7 Finish Rust inhibiting primer coating with gray enamel finish
2.9 OUTLET BOXES
A. Sheet Metal Outlet Boxes: NEMA OS 1 galvanized steel
1 Luminaire and Equipment Supporting Boxes. Rated for weight of equipment
supported; furnish 1/2 inch male fixture studs where required
2 Concrete Ceiling Boxes. Concrete type.
B Nonmetallic Outlet Boxes NEMA OS 2.
C Wall Plates for Finished Areas. As specified in Section 26 27 26
B Wall Plates for Unfinished Areas. Furnish gasketed cover
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2.10 PULL AND JUNCTION BOXES
A. Manufacturers.
1 Circle AW
2 Square D
3 Substitutions. Section 01 60 00 Product Requirements.
B Sheet Metal Boxes. NEMA OS 1 galvanized steel
C Hinged Enclosures. As specified in Section 26 27 15
PART 3 EXECUTION
31 EXAMINATION
A. Section 01 30 00 Administrative Requirements
B Verify equipment is ready for electrical connection for wiring, and to be energized
C Verify outlet locations and routing and termination locations of raceway prior to rough -in
3.2 EXISTING WORK
A. Remove exposed abandoned raceway including abandoned raceway above accessible
ceiling finishes. Cut raceway flush with walls and floors, and patch surfaces.
B Remove concealed abandoned raceway to its source.
C Disconnect abandoned outlets and remove devices. Remove abandoned outlets when
raceway is abandoned and removed. Install blank cover for abandoned outlets not
removed
D Remove exposed abandoned equipment wiring connections, including abandoned
connections above accessible ceiling finishes.
E. Disconnect abandoned utilization equipment and remove wiring connections. Remove
abandoned components when connected raceway is abandoned and removed Install
blank cover for abandoned boxes and enclosures not removed.
F Extend existing equipment connections using materials and methods as specified
G Maintain access to existing boxes and other installations remaining active and requiring
access. Modify installation or provide access panel. Mark and protect all raceway not
designated for modification or demolition. Replace any raceway not designated for
modification or demolition that becomes damaged during the project.
H Extend existing raceway and box installations using materials and methods as specified.
Clean and repair existing raceway and boxes to remain or to be reinstalled.
3.3 INSTALLATION
A. Install raceway and boxes in accordance with NECA 'Standard of Installation
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B Equipment Connections
1 Make conduit connections to equipment using flexible conduit. Use liquidtight
flexible conduit with watertight connectors in damp or wet locations.
2. Connect heat producing equipment using wire and cable with insulation suitable
for temperatures encountered
3 Install receptacle outlet to accommodate connection with attachment plug.
4 Install cord and cap for field supplied attachment plug
5 Install suitable strain relief clamps and fittings for cord connections at outlet
boxes and equipment connection boxes
6 Install disconnect switches, controllers, control stations, and control devices to
complete equipment wiring requirements
7 Install terminal block jumpers to complete equipment wiring requirements
8 Install interconnecting conduit and wiring between devices and equipment to
complete equipment wiring requirements.
C Penetrate firewalls and fire -rated floors with rigid galvanized steel conduit. Extend a
minimum of six inches beyond the firewall Provide firestopping in accordance with
26 00 50
D Ground and bond raceway and boxes in accordance with Section 26 00 50
E. Fasten raceway and box supports to structure and finishes in accordance with Section
26 00 50
F Identify raceway and boxes in accordance with Section 26 00 50
G Arrange raceway and boxes to maintain headroom and present neat appearance.
3 4 INSTALLATION RACEWAY
A. Raceway routing is shown in approximate locations unless dimensioned Route to
complete wiring system
B Arrange raceway supports to prevent misalignment during wiring installation
C Support raceway using coated steel or malleable iron straps, lay -in adjustable hangers,
clevis hangers, and split hangers.
D Group related raceway support using conduit rack attached to structure. Construct rack
using steel channel specified in Section 26 00 50• provide space on each for 25 percent
additional raceways
E. Do not support raceway with wire or perforated pipe straps. Remove wire used for
temporary supports.
F Do not attach raceway to ceiling support wires or other piping systems.
G Install RMC IMC EMT and NMC for general wiring Flexible conduit may be used only
for installation within existing walls.
H Install flexible conduit for connection to motors, transformers and vibrating equipment,
with enough length to provide at least a ninety degree bend in the flexible conduit. Use
liquid -tight metallic conduit in wet, damp or exterior locations
Construct wireway supports from steel channel specified in Section 26 00 50
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J Route exposed raceway parallel and perpendicular to walls.
K. Route raceway installed above accessible ceilings parallel and perpendicular to walls
L. Route conduit in and under slab from point -to- point. Provide RGS elbows for all bends.
Provide RGS for all concrete penetrations.
M Maximum Size Conduit in Slab Above Grade 3/4 inch unless noted otherwise Do not
cross conduits in slab
N Maintain clearance between raceway and piping for maintenance purposes.
O Maintain 12 inch clearance between raceway and surfaces with temperatures exceeding
104 degrees F
P Cut conduit square using saw or pipecutter de -burr cut ends.
Q. Bring conduit to shoulder of fittings; fasten securely
R. Join nonmetallic conduit using cement as recommended by manufacturer Wipe
nonmetallic conduit dry and clean before joining Apply full even coat of cement to entire
area inserted in fitting. Allow joint to cure for minimum 20 minutes
S Install conduit hubs to fasten conduit to cast boxes
T Install no more than equivalent of three 90 degree bends between conduit bodies and
boxes. Install conduit bodies to make sharp changes in direction, as around beams
Use hydraulic one -shot bender to fabricate or install factory elbows for bends in metal
conduit 2 inch trade size and larger
U Avoid moisture traps; install junction box with drain fitting at low points in conduit system
Install fittings to accommodate expansion and deflection where raceway crosses seismic,
control and expansion joints.
W Install suitable pull string or cord in each empty raceway except sleeves and nipples
X. Install suitable caps to protect installed conduit against entrance of dirt and moisture.
Y Close ends and unused openings in wireway
3 5 INSTALLATION BOXES
A. Install boxes used for equipment and luminaire attachment directly to structure or to
supports provided under Section 26 00 50 Do not use supports for non electrical
equipment or systems for electrical system attachment.
B Install wall mounted boxes at elevations to accommodate mounting heights specified in
section for outlet device. Use 4 -inch square boxes for receptacles
C Adjust box location up to 10 feet prior to rough -in to accommodate intended purpose.
D Orient boxes to accommodate wiring devices oriented as specified in Section 26 27 26
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E. Install pull boxes and junction boxes above accessible ceilings and in unfinished areas
only
F Inaccessible Ceiling Areas Install outlet and junction boxes no more than 6 inches from
ceiling access panel or from removable recessed luminaire.
G Locate flush mounting box in masonry wall to require cutting of masonry unit corner only
Coordinate masonry cutting to achieve neat opening
H Do not install flush mounting box back -to -back in walls; install with minimum 6 inches
separation Install with minimum 24 inches separation in acoustic rated walls.
Secure flush mounting box to interior wall and partition studs. Accurately position to
allow for surface finish thickness.
J Install stamped steel bridges to fasten flush mounting outlet box between studs
K. Install flush mounting box without damaging wall insulation or reducing its effectiveness.
L. Install adjustable steel channel fasteners for hung ceiling outlet box.
M. Do not fasten boxes to ceiling support wires or other piping systems
N Support boxes independently of conduit.
O Install gang box where more than one device is mounted together Do not use sectional
box.
P Install gang box with plaster ring for single device outlets.
3 6 INTERFACE WITH OTHER PRODUCTS
A. Install conduit to preserve fire resistance rating of partitions and other elements, using
materials and methods in accordance with Section 26 00 50
B Route conduit through roof openings for piping and ductwork or through suitable roof jack
with pitch pocket. Coordinate location with roofing installation
C Locate outlet boxes to allow luminaires positioned as indicated on Drawings
D Align adjacent wall mounted outlet boxes for switches, thermostats, and similar devices.
3 7 ADJUSTING
A. Section 01 70 00 Execution and Closeout Requirements.
B Adjust flush mounting outlets to make front flush with finished wall material
C Install knockout closures in unused openings in boxes.
D Cooperate with utilization equipment installers and field service personnel during
checkout and starting of equipment to allow testing and balancing and other startup
operations. Provide personnel to operate electrical system and checkout wiring
connection components and configurations.
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3.8 CLEANING
A. Section 01 78 00 Closeout Submittals
B Clean interior of boxes to remove dust, debris, and other material
C Clean exposed surfaces and restore finish
END OF SECTION 260530
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SECTION 26 08 00 ELECTRICAL TESTING AND COMMISSIONING
PART 1 PRODUCTS
11 SUMMARY
A. Section includes electrical component and systems testing requirements.
1.2 REFERENCES
A. ANSI /NETA ATS (International Electrical Testing Association, Inc.) Acceptance Testing
Specifications for Electrical Power Distribution Equipment and Systems
B NFPA 70 (National Fire Protection Association) National Electrical Code
C NFPA 70E (National Fire Protection Association) Standard for Electrical Safety in the
Workplace.
D NFPA 110 (National Fire Protection Association) Standard for Emergency and Standby
Power Systems.
1.3 SUBMITTALS
A. Section 01 60 00 Product Requirements.
B Testing Organization Qualifications
C Preliminary Punch List.
D Final Punch List.
E. Commissioning Report.
14 QUALIFICATIONS
A. Manufacturer's Personnel
1 The manufacturer's on -site technical representative and testing personnel shall
be fully familiar with the manufacturer's equipment and the testing and
installation requirements contained in the manufacturer's instructions and the
Contract Documents.
B Testing Organization
1 The testing organization shall be an independent, third party entity which can
function as an unbiased testing authority professionally independent of the
manufacturers, suppliers, and installers of equipment or systems evaluated by
the testing firm
2. The testing organization shall be regularly engaged in the testing of electrical
equipment devices, installations, and systems for a minimum of 5 years
3 Technicians shall be certified in accordance with ANSI /NETA ETT 2000
Standard for Certification of Electrical Testing Personnel Each on site crew
leader shall hold a current certification, Level III or higher in electrical testing.
The crew leader shall be on -site whenever testing is performed
4 The testing organization shall use technicians who are regularly employed for
testing services.
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C Test Instrument Calibration
1 The testing organization shall have a calibration program that assures that all
applicable test instruments are maintained within rated accuracy for each test
instrument calibrated
2 The testing organization providing calibration service shall maintain up -to -date
instrument calibration instructions and procedures for each test instrument
calibrated
3 The accuracy shall be directly traceable to the National Institute of Standards and
Technology (NIST)
4 Instruments shall be calibrated in accordance with the following frequency
schedule:
a. Field instruments: Analog 6 .months maximum Digital 12 months
maximum
b Laboratory instruments. 12 months maximum
c. Leased specialty equipment: 12 months maximum
5 Dated calibration labels shall be visible on all test equipment.
6. Records, which show date and results of instruments calibrated or tested must
be kept up to date.
7 Calibrating standard shall be of higher accuracy than that of the instrument
tested
PART2 PRODUCTS
2.1 REPORTS
5 An organization having a 'Full Membership' classification issued by the
International Electrical Testing Association meets these criteria.
6 The testing organization shall appropriate documentation of the above
qualifications with bid documents
A. Acceptance Test Report: The acceptance test report shall include the following
information at a minimum
1 Summary of project.
2. Description of equipment tested
3 Description of test(s) Provide complete, step -by -step repeatable, test
procedure for each test.
4 Test report data sheets. Provide the following information on each data sheet:
a. Equipment identification name.
b Equipment nameplate information
c. Full name of person performing the test.
d Date test was performed.
e. Signature of person witnessing the test.
f Test equipment serial number and date calibrated
g. Test parameters and numerical results for each test. Test reports that
use terms as 'SAT' 'OK' 'PASS' 'FAIL etc are unacceptable except
where the test equipment used does not provide numerical results.
5 Analysis and recommendations.
B Contractor Test Report: The Contractor's test report shall include the following
information at a minimum
1 Summary of project.
2. Description of equipment tested
3 Description of test(s) Provide complete, step -by -step, repeatable, test
procedure for each test.
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4 Test report data sheets Provide the following information on each data sheet:
a. Equipment identification name
b Equipment nameplate information
c. Full name of person performing the test.
d. Date test was performed
e Signature of person witnessing the test.
f Test equipment serial number and date calibrated
g Test parameters and numerical results for each test. Test reports that
use terms as 'SAT' 'OK' 'PASS' 'FAIL etc. are unacceptable except
where the test equipment used does not provide numerical results.
5 Analysis and recommendations.
C Commissioning Report: The commissioning report shall include
1 Acceptance Test Report.
2. Contractor Test Report.
3 Commissioning Drawings.
D Commissioning Drawings
1 Provide system as -built drawings including three -line and one -line diagrams.
E. Sample Test Report Data Sheets. Section 26 08 00 Part 2, Item A.4
PART 3 EXECUTION
3 1 FIELD QUALITY CONTROL
A. Preliminary Punch -List:
1 The Contractor shall arrange with the architect a 'preliminary walk- through' of the
installed electrical equipment a minimum of 21 days prior to energizing
equipment.
B Final Punch -List:
1 After the contractor has completed all work, including field changes, field testing,
Preliminary Punch List items, and is ready to have the substation energized the
Contractor shall request a 'final walk through' The contractor shall request the
final walk- through 7 days in advance. The Owner or the Owner's Representative
and the contractor shall attend this walk- through of all installed equipment.
Provide the Commissioning Document acceptance testing reports, contractor test
reports, O &M's, As- Built" shop drawings, the Preliminary Punch List, and
contract drawings to each attendee for use in the walk- through.
2. The final punch list is not a waiver of contract requirements or Contractor
responsibilities In the event that additional items that relate to non compliance
with the contract, code violations, tests, product defects, and installation failures
are discovered prior to the owner accepting ownership the Contractor is
responsible to resolve all discrepancies.
3 The Contractor shall repair or replace all punch -list items to the Owner's
satisfaction prior to energizing the equipment.
C Acceptance Testing by Independent Testing Organization
1 Inspect and test all components, devices, and systems in accordance with NETA
ATS, except Section 4 and except where permitted in the specifications to be
tested by the Contractor All tests in the NETA ATS specification shall be
considered as required unless specifically excluded in writing by the Engineer of
Record
2. Perform load tests
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3. Provide annotations to the as -built commissioning drawings as each element has
been tested Present these drawings to the Commissioning Agent as requested
for inspection.
4 Maintain a list of discrepancies and failed test results. Submit an updated list to
the Contractor on a daily basis
5 Verify that all protective relay inputs and outputs are wired through relay test
switches
D Contractor Testing Inspect and test the following in accordance with NETA ATS, except
Section 4
1 Inspect and test all cables rated 1000 volts and below
2. Inspect and torque -check all electrical connections.
3 Inspect and test all fiber optic cables.
4 Inspect and test all motors rated 480 volts and below
E. Transformer Load and Thermography Tests
1 Upon successful acceptance testing and final punch -list resolution, schedule a
Toad test for each transformer meeting any of the following conditions
a. Each transformer protected by a differential protection relay scheme.
b Each transformer rated 1000kVA or more.
2 Each transformer shall be loaded to a minimum of eighty percent of the
transformer's maximum capacity
3 Each transformer shall be loaded for a minimum of 4 hours.
4 Perform thermography test in accordance with NETA ATS and record values as
follows.
a. Record initial bushing temperatures.
b Record initial ambient temperatures
c. Monitor record and plot bushing temperatures every 30 minutes.
F Emergency Power System Tests.
1 Perform emergency power systems test in accordance with NFPA 110
2. The tests shall prove the sequence of operation in each operating mode.
3 Record all time delays
4 Test each transfer switch in accordance with NETA ATS
5 Test each generator in accordance with NETA ATS
6 Test each conductor in accordance with NETA ATS
END OF SECTION 260800
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PART1 GENERAL
11 SUMMARY
A. Section includes.
1 Two winding transformers.
1.2 REFERENCES
A. NEMA 250 (National Electrical Manufacturers Association) Enclosures for Electrical
Equipment (1000 V Maximum).
B NEMA ST 1 (National Electrical Manufacturers Association) Specialty Transformers
(Except General- Purpose Type)
C NEMA ST 20 (National Electrical Manufacturers Association) Dry -Type Transformers
for General Applications.
D NEMA TP1 (National Electrical Manufacturers Association) Guide for Determining
Energy Efficiency for Distribution Transformers.
E. NETA ATS (International Electrical Testing Association) Acceptance Testing
Specifications for Electrical Power Distribution Equipment and Systems.
F UL 506 (Underwriters Laboratories) Specialty Transformers.
G UL 1561 (Underwriters Laboratories) Dry -Type General Purpose and Power
Transformers
1.3 SUBMITTALS
SECTION 26 22 10 DRY TYPE TRANSFORMERS
A. Section 01 30 00 Administrative Requirements.
B Product Data. Submit the following:
1 Unit weight.
2. Voltage ratings.
3 kVA ratings.
4 Impedance ratings
5 Energy efficiency
6 Sound level
7 Tap configurations.
8 Insulation system type.
9 Rated temperature rise.
C Shop Drawings. Submit the following
1 Dimensioned outline drawings.
2. Conduit entry /exit locations
3. Lifting and support points.
4 Schematic drawings.
5 Wiring diagrams
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D Transformer Mounting Submit structural calculations, signed and sealed by a structural
engineer registered in the state in which the project is located to the building Authority
Having Jurisdiction for all stacked and trapeze mounted transformers.
1 4 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals. Requirements for closeout documents.
B Field quality control reports
1 Test procedures used
2. Test results that comply with requirements.
3 Results of failed tests and corrective action taken to achieve test results that
comply with requirements.
C Operation and Maintenance Data.
1 Product Data and Shop Drawings per above.
2. Spare parts listing.
3 Source and current prices of replacement parts and supplies
4 Recommended maintenance procedures and intervals
D Project Record Documents. Record actual locations of transformers.
1.5 DELIVERY STORAGE, AND HANDLING
A. Section 01 60 00 Product Requirements.
B. Store in clean dry space. Maintain factory wrapping or provide additional canvas or
plastic cover to protect units from dirt, water construction debris, and traffic.
C Handle in accordance with manufacturer's written instructions. Lift only with Tugs
provided Handle carefully to avoid damage to transformer internal components,
enclosure, and finish
PART 2 PRODUCTS
2 1 TWO- WINDING TRANSFORMERS
A. Manufacturers.
1 Square D (to match existing systems)
2. Substitutions. Not Permitted
B. Product Description. NEMA ST 20 and UL 1561 factory assembled, air cooled, dry type
transformers, ratings as indicated on Drawings.
C Primary Voltage. 480 volts, 3 phase.
D Secondary Voltage. 208Y/120 volts, 3 phase
E. Efficiency NEMA TP1 Table 4 -2.
F Insulation system and average winding temperature rise for rated kVA as follows:
1 1 15 kVA. Class 185 with 115 degrees C rise
2 16 -500 kVA. Class 220 with 115 degrees C rise
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G Case temperature. Do not exceed 35 degrees C rise above ambient at warmest point at
full load
H Winding Taps.
1 Transformers Less than 15 kVA. Two 5 percent below rated voltage, full capacity
taps on primary winding.
2 Transformers 15 kVA and Larger NEMA ST 20
3 Sound Levels: NEMA ST 20
Basic Impulse Level 10 kV for transformers less than 300 kVA, 30 kV for transformers
300 kVA and larger
J Ground core and coil assembly to enclosure by means of visible flexible copper
grounding strap
K. Mounting.
1 1 15 kVA. Suitable for wall mounting.
2. 16 -75 kVA. Suitable for wall, floor and trapeze mounting
3 Larger than 75 kVA. Suitable for floor and trapeze mounting.
L. Coil Conductors. Continuous copper windings with terminations brazed or welded
M Enclosure. NEMA 250 Type 1 ventilated, except as modified by NEMA ST 20 Furnish
lifting eyes or brackets.
N Isolate core and coil from enclosure using vibration absorbing mounts.
O Nameplate. Include transformer connection data and overload capacity based on rated
allowable temperature rise.
2.2 SOURCE QUALITY CONTROL
A. Production test each unit according to NEMA ST20
PART 3 EXECUTION
31 EXAMINATION
A. Section 01 30 00 Administrative Requirements.
B Verify mounting supports are properly sized and located including concealed bracing in
walls.
3.2 EXISTING WORK
A. Disconnect and remove abandoned transformers.
B Maintain access and adequate ventilation to existing transformers and other installations
remaining active and requiring access and ventilation. Modify installation or provide
access panel or ventilation grilles.
C Clean and repair existing transformers to remain or to be reinstalled
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3.3 INSTALLATION
A. Install housekeeping pads in accordance with Section 03 30 00 Verify surfaces of
housekeeping pads are level within 0 3 percent (1/8 inch in 42 inches) and are suitable
for transformer installation
B Set transformer plumb square and level
C Use flexible conduit, in accordance with Section 26 05 30 2 feet minimum length, for
connections to transformer case Make conduit connections to side panel of enclosure.
D Support transformers in accordance with Section 26 00 50
1 Mount wall- mounted transformers using integral flanges or accessory brackets
furnished by manufacturer
2. Mount floor mounted transformers on vibration isolating pads suitable for
isolating transformer noise from building structure
3 Mount trapeze- mounted transformers in accordance with Section 26 00 50
E. Provide seismic restraints.
F Install grounding and bonding in accordance with Section 26 00 50
3 4 FIELD QUALITY CONTROL
A. Section 01 40 00 Quality Requirements
B Inspect and test in accordance with NETA ATS, except Section 4
C Perform inspections and tests listed in NETA ATS Section 7.2 1
3.5 ADJUSTING
A. Section 01 75 00 Execution and Closeout Requirements. Starting and adjusting.
B Measure primary and secondary voltages and make appropriate tap adjustments.
END OF SECTION 262210
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PART1 GENERAL
11 SUMMARY
A. Section includes.
1 Distribution Panelboards.
2 Branch Circuit Panelboards.
3 Overcurrent Protective Devices.
1.2 REFERENCES
SECTION 26 2416 PANELBOARDS
A. NECA 1 (National Electrical Contractors Association) Good Workmanship in Electrical
Contracting.
B. NECA 407 (National Electrical Contractors Association) Installing and Maintaining
Panelboards
C NEMA AB 3 (National Electrical Manufacturers Association) Molded -Case Circuit
Breakers and Their Applications.
D NEMA FU 1 (National Electrical Manufacturers Association) Fuses
E. NEMA KS 1 (National Electrical Manufacturers Association) Enclosed and
Miscellaneous Distribution Equipment Switches (600 Volts Maximum)
F NEMA PB 1 (National Electrical Manufacturers Association) Panelboards.
G. NEMA PB 1 1 (National Electrical Manufacturers Association) Instructions for Safe
Installation Operation and Maintenance of Panelboards Rated 600 Volts or Less.
H. NEMA 250 (National Electrical Manufacturers Association) Enclosures for Electrical
Equipment (1000 Volts Maximum).
NETA ATS (International Electrical Testing Association) Acceptance Testing
Specifications for Electrical Power Distribution Equipment and Systems
J UL 67 (Underwriters Laboratories) Panelboards.
K. UL 489 (Underwriters Laboratories) Molded -Case Circuit Breakers, Molded -Case
Switches, and Circuit Breaker Enclosures.
L. UL 1283 (Underwriters Laboratories) Electromagnetic Interference Filters.
M UL 1449 (Underwriters Laboratories) Surge Protective Devices.
N. UL 1699 (Underwriters Laboratories) Arc -Fault Circuit Interrupters.
1.3 SUBMITTALS
A. Section 01 30 00 Administrative Requirements
B. Product Data. Submit catalog and technical data for specified products showing:
1 Features.
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2. Performance.
3 Electrical Characteristics.
4 Ratings.
C Shop Drawings. Indicate the following:
1 Outline and support point dimensions
2 Voltage.
3 Main bus ampacity
4 Integrated short circuit ampere rating
5. Circuit breaker and fusible switch arrangement and sizes
1 4 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals.
B Field Quality Control Reports.
1 Procedures used.
2. Test and inspection results that comply with Specifications.
3 Test and inspection results that failed to comply and corrective action taken to
achieve results that comply with Specifications.
C Project Record Documents. Record actual locations of panelboards and record actual
circuiting arrangements.
D Operation and Maintenance Data. Submit the following:
1 Spare parts listing.
2. Source and current prices of replacement parts and supplies.
3 Recommended maintenance procedures and intervals.
1.5 MAINTENANCE MATERIALS
A. Section 01 78 00 Closeout Submittals.
B. Furnish two of each panelboard key Panelboards keyed to Owner's current keying
system
PART2 PRODUCTS
2.1 BRANCH CIRCUIT PANELBOARDS
A. Manufacturers:
1 Square D
2. Substitutions: Not Permitted
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B Product Description. NEMA PB1 and UL 67 circuit breaker type, lighting and appliance 1
branch circuit panelboard
C Phase, Neutral and Ground Buses. Copper ratings as indicated on Schedules.
D For non linear Toad applications subject to harmonics furnish 200 percent rated, plated
copper solid neutral
E. Minimum fully rated short circuit rating: 10 000 amperes rms symmetrical for 208 volt
panelboards, 14 000 amperes rms symmetrical for 480 volt panelboards, or as indicated
on Schedules, whichever is greater
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F Enclosure: NEMA 250 Type 1 sized to fit in the space shown, with required
clearances.
G Cabinet Box: 6 inches deep 20 inches wide for 240 volt and less panelboards, 20
inches wide for 480 volt panelboards.
H Cabinet Front: Surface mounted door -in -door type fastened with flush locking latches
For surface- mounted fronts, match box dimensions, for flush- mounted fronts, overlap
box. Provide doors with flush locks, all keyed to Owner's keying system metal directory
frame, finished in manufacturer's standard gray enamel.
2.2 MOLDED CASE CIRCUIT BREAKERS
A. Product Description NEMA AB 1 and UL 489 bolt -on type circuit breakers with integral
thermal and instantaneous magnetic trip units in each pole and common trip handle for
all poles. Note: Square D I -Line breakers are considered the equivalent of bolt -on for
the purposes of this paragraph Furnish circuit breakers UL listed as Type HACR for air
conditioning equipment branch circuits.
B
Manufacturer To match panelboard in which they are mounted
C Circuit Breaker Accessories. Trip units, toggle locks, auxiliary switches, etc. as
indicated on Drawings or Schedules
2.3 FUSIBLE SWITCH ASSEMBLIES
A. NEMA KS 1 quick -make, quick- break, load interrupter enclosed knife switch with
externally operable handle. Furnish interlock to prevent opening front cover with switch
in ON position. Handle lockable in OFF position Fuse clips Designed to
accommodate NEMA FU 1 Class R fuses.
PART 3 EXECUTION
3 1 EXISTING WORK
A. Disconnect abandoned panelboards Remove abandoned panelboards and load centers.
B. Maintain access to existing panelboard remaining active and requiring access. Modify
installation or provide access panel
C Protect existing panelboards remaining in service from damage during demolition and
construction
D Clean and repair existing panelboards to remain or to be reinstalled
3.2 EXAMINATION
A. Receive, inspect, handle, and store panelboards in accordance with to NECA 407 and
NEMA PB 1 1
B Examine panelboards before installation Reject panelboards that are damaged or
rusted or have been subjected to water saturation
C Examine elements and surfaces to receive panelboards for compliance with installation
tolerances and other conditions affecting performance of the Work.
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D Proceed with installation only after unsatisfactory conditions have been corrected
3.3 INSTALLATION
A. Install panelboards in accordance with NECA 407 and NEMA PB 1 1
B Install panelboards plumb, square and level
C Height: 6 feet to top of panelboard install panelboards taller than 6 feet with bottom no
more than 4 inches and no less than 2 inches above floor
D Install filler plates for unused spaces in panelboards
E. Provide typed circuit directory for each branch circuit panelboard Revise directory to
reflect circuiting changes to balance phase loads. Designate specific equipment or
areas served with each circuit with sufficient detail to allow each circuit to be
distinguished from all others in accordance with NEC Article 408 4
F Install engraved plastic nameplates in accordance with Section 26 00 50
3 4 FIELD QUALITY CONTROL
A. Section 01 40 00 Quality Requirements.
B Inspect and test in accordance with NETA ATS except Section 4
C Perform circuit breaker inspections and tests listed in NETA ATS Section 7 6
D Perform switch inspections and tests listed in NETA ATS Section 7.5
E. Perform an infrared scan of each panelboard to measure temperature or to detect
significant deviations from normal values. Remove front panels so joints and
connections are accessible to portable scanner Provide calibration record for device.
3 5 ADJUSTING
A. Section 01 70 00 Execution and Closeout Requirements
B Set field adjustable circuit breaker trip ranges.
C Measure steady state load currents at each panelboard feeder rearrange circuits in
panelboard to balance phase loads to within 20 percent of each other Maintain proper
phasing for multi -wire branch circuits
END OF SECTION 262416
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PART1 GENERAL
11 SUMMARY
A. Section includes hinged cover enclosures, cabinets, terminal blocks, and accessories.
1.2 REFERENCES
A. NECA (National Electrical Contractors Association) Standard of Installation
B NEMA ICS 4 (National Electrical Manufacturers Association) Terminal Blocks for
Industrial Control Equipment and Systems.
C NEMA 250 (National Electrical Manufacturers Association) Enclosures for Electrical
Equipment (1000 Volts Maximum).
B UL 50 (Underwriters Laboratories) Enclosures for Electrical Equipment.
1.3 SUBMITTALS
A. Section 01 30 00 Administrative procedures.
B Product Data. For each item specified, submit manufacturers' technical data on
1 Dimensions.
2 Features.
3 Accessories.
C Shop Drawings. For each item specified, indicate:
1 Dimensioned outline drawings.
2 Lifting and support points
3 Installation drawings showing mounting provisions.
14 QUALIFICATIONS
1 5 EXTRA MATERIALS
A. Section 01 78 00 Closeout Submittals.
B Furnish two of each key
PART2 PRODUCTS
2.1 HINGED COVER ENCLOSURES
SECTION 26 2715 CABINETS AND ENCLOSURES
A. Section 01 40 00 Quality Requirements.
B Manufacturer Company specializing in manufacturing Products specified in this section
with minimum five years documented experience.
A. Manufacturers.
1 Circle AW
2. Hoffman
3 Square D
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4 Substitutions. Section 01 60 00 Product Requirements
B Product Description UL 50 and NEMA 250 Type 1 steel enclosure for interior locations.
C Product Description UL 50 and NEMA 250 Type 3^ steel enclosure for exterior
locations
D Covers Continuous hinge, held closed by flush latch operable by screwdriver if in a
secure location or key if installed in a publicly accessibly location
E. Furnish interior metal panel for mounting terminal blocks and electrical components;
finish with white enamel.
F Enclosure Finish Manufacturer's standard enamel
2.2 CABINETS
A. Manufacturers.
1 Circle AW
2. Hoffman
3 Square D
4 Substitutions: Section 01 60 00 Product Requirements
B Product Description. UL 50 galvanized steel box.
C Box Size As shown.
D Backboard Furnish 3/4 inch thick plywood backboard for mounting terminal blocks.
Paint matte white with intumescent paint.
E. Fronts. Steel flush or surface type with concealed trim clamps, door with concealed
hinge and flush lock keyed to match branch circuit panelboards. Finish with gray baked
enamel
F Knockouts. Manufacturer's standard
G Furnish metal barriers to form separate compartments wiring of different systems and
voltages.
H. Furnish accessory feet for free standing equipment.
2.3 TERMINAL BLOCKS
A. Manufacturers.
1 Hubbell Wiring Devices.
2. Reliance Electric.
3 Substitutions. Section 01 60 00 Product Requirements.
B. Product Description NEMA ICS 4
C Power Terminals. Unit construction type with closed back and tubular pressure screw
connectors, rated 600 volts
D Signal and Control Terminals. Modular construction type, suitable for channel mounting
with tubular pressure screw connectors, rated 300 volts.
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E. Furnish ground bus terminal block, with each connector bonded to enclosure.
PART 3 EXECUTION
3 1 EXISTING WORK
A. Remove abandoned cabinets and enclosures. Patch surfaces.
B Maintain access to existing cabinets and enclosures and other installations remaining
active and requiring access Protect from damage. Modify installation or provide access
panel.
C Extend existing cabinets and enclosures using materials and methods as specified
D Clean and repair existing cabinets and enclosures to remain or to be reinstalled
3.2 INSTALLATION
A. Install in accordance with NECA 'Standard of Installation
B Install enclosures and boxes plumb Anchor securely to wall and structural supports at
each corner in accordance with Section 26 00 50
C Install cabinet fronts plumb square and level
3.3 CLEANING
A. Section 01 74 00 Cleaning and Waste Management: Final cleaning
B Clean electrical parts to remove conductive and harmful materials.
C Remove dirt and debris from enclosure.
D Clean finishes and touch up damage
END OF SECTION 262715
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PART1 GENERAL
11 SUMMARY
SECTION 26 27 26 WIRING DEVICES
A. Section includes
1 Wall switches.
2. Receptacles
3 Device plates and decorative box covers.
1.2 REFERENCES
A. NECA (National Electrical Contractors Association) Standard of Installation
B NEMA FB 11 (National Electrical Manufacturers Association) Plugs, Receptacles and
Connectors of the Pin -and Sleeve Type for Hazardous Locations.
C NEMA WD 1 (National Electrical Manufacturers Association) General Requirements for
Wiring Devices.
D NEMA WD 6 (National Electrical Manufacturers Association) Wiring Device
Dimensional Requirements.
E. UL 20 (Underwriters Laboratories) General Use Snap Switches
F UL 498 (Underwriters Laboratories) Attachment Plugs and Receptacles.
G UL 943 (Underwriters Laboratories) Ground -Fault Circuit- Interrupters.
H UL 1010 (Underwriters Laboratories) Receptacle -Plug Combinations For Use In
Hazardous (Classified) Locations.
UL 1449 (Underwriters Laboratories) Surge Protective Devices.
1.3 SUBMITTALS
A. Section 01 30 00 Administrative Requirements
B Product Data. Submit manufacturer's catalog information showing dimensions, colors,
and configurations
C Operation and Maintenance Data: Submit manufacturer's wiring diagrams, installation
instructions and operating instructions.
1 4 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals. Requirements for operations and maintenance
data.
B Operations and Maintenance information. Complete cut sheets showing model numbers
of materials actually used
C Test Reports. Reports of tests performed in the field during and after installation
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PART2 PRODUCTS
2 1 WALL SWITCHES
A. Manufacturers
1 Pass Seymour PT 20AC series (plug tail).
2. Substitutions. Not permitted
B Product Description. NEMA WD 1 and UL 20 Heavy -Duty AC only general -use quiet
type toggle switch
1 Voltage. 120 -277 VAC
2. Amperage: 20 A.
3 Wiring Terminals. Side wired, screw -type.
4 Color Ivory
C For three- and four -way switches, provide units in the same series and the above listed,
with appropriate modifications to the part numbers.
2.2 STRAIGHT BLADE RECEPTACLES
A. Hospital- Grade, Convenience Receptacles.
1 Manufacturers.
a. Pass Seymour PT8200 and PT8300 series
b Pass Seymour PTTR62H and PTTR63H tamper resistant
c. Pass Seymour PT1595- HG.and PT2095 -HG GFCI
d Pass Seymour PT1595 -HGTR and PT2095 -HGTR tamper resistant,
GFCI
e. Substitutions. Not permitted
2. Product Description NEMA WD 1 and UL 498 Hospital grade receptacles.
a. Configuration NEMA WD 6, Type 5 -20R.
b
Voltage 125 V
c. Amperage. 20 A.
d Wiring Terminals: Side wired, screw -type
e Color Ivory red when used on Emergency circuits
2.3 WALL PLATES
A. Manufacturers.
1 Bryant.
2. Cooper
3 Hubbell.
4 Leviton.
5 Pass Seymour
6 Substitutions' Not permitted
B Decorative Cover Plate: Lined, 302 stainless steel.
C Jumbo Cover Plate. 302 stainless steel
D Weatherproof Cover Plate. Gasketed cast metal plate with hinged and gasketed device
cover Provide devices UL listed for use in `wet locations with plug in -use.
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PART 3 EXECUTION
31 EXAMINATION
A. Section 01 30 00 Administrative Requirements.
B Verify outlet boxes are installed at proper height.
C Verify wall openings are neatly cut and completely covered by wall plates
D Verify branch circuit wiring installation is completed tested and ready for connection to
wiring devices.
3.2 PREPARATION
A. Clean debris from outlet boxes
3.3 EXISTING WORK
A. Disconnect and remove abandoned wiring devices.
B Modify installation to maintain access to existing wiring devices to remain active.
C Mark and protect wiring devices which are to remain. Replace any wiring devices
damaged during the project.
D Clean and repair existing wiring devices to remain or to be reinstalled
3 4 INSTALLATION
A. Install in accordance with NECA 'Standard of Installation."
B. Install devices plumb square and level.
C Install switches with OFF position down Install 3- and 4 -way switches so that the circuit
is OFF with all switch handles in the down position
D Install wall dimmers to achieve full rating after derating for ganging as instructed by
manufacturer
E. Do not share neutral conductor on Toad side of dimmers.
F Install receptacles with grounding pole on bottom unless required otherwise the AHJ
G Provide identification labels for receptacles showing panelboard and circuit in accordance
with Section 26 00 50
H Connect wiring device grounding terminal to branch circuit equipment grounding
conductor
Install decorative plates on switch, receptacle, and blank outlets in finished areas
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J Connect wiring devices by wrapping solid conductor around screw terminal When
stranded conductors are used in lieu of solid use crimp on fork terminals for device
terminations Do not place bare stranded conductors directly under device screws
K. Use jumbo size plates for outlets installed in masonry walls.
L. Install galvanized steel plates on outlet boxes and junction boxes in unfinished areas,
above accessible ceilings, and on surface mounted outlets.
3 5 INTERFACE WITH OTHER PRODUCTS
A. Coordinate locations of outlet boxes provided under Section 26 05 30 to obtain mounting
heights as specified
B Install wall switches 48 inches above finished floor
C Install convenience receptacle and telecommunications outlets 18 inches above finished
floor
D Install wall- mounted telecommunications outlets 60 inches above finished floor
E. Install convenience receptacle 6 inches above counter
F Coordinate installation of wiring devices with underfloor raceway service fittings provided
under Section 26 05 31
G Coordinate installation of wiring devices with floor box service fittings provided under
Section 26 05 30
3.6 FIELD QUALITY CONTROL
A. Section 01 40 00 Quality Requirements
B Inspect each wiring device for defects.
C Operate each wall switch with circuit energized and verify proper operation
D Verify each receptacle device is energized
E. Test each receptacle device for proper polarity record results of tests.
F Test each GFCI receptacle device for proper operation
3 7 ADJUSTING
A. Section 01 75 00 Startup and Adjusting. Testing, adjusting, and balancing.
B Adjust devices and wall plates to be flush and level.
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3.8 CLEANING
A. Section 01 70 00 Execution and Closeout Requirements
B Clean exposed surfaces to remove splatters and restore finish
END OF SECTION 262726
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PART1 GENERAL
11 SUMMARY
SECTION 26 28 13 FUSES
A. Section includes.
1 Fuses.
1.2 REFERENCES
A. NEMA FU 1 (National Electrical Manufacturers Association) Low Voltage Cartridge
Fuses
1.3 FUSE PERFORMANCE REQUIREMENTS
A. Main Service Switches Larger than 600 amperes: Class L (time delay).
B Main Service Switches. Class RK1 (dual element, time delay)
C Power Load Feeder Switches Larger than 600 amperes. Class L (time delay)
D Power Load Feeder Switches. Class RK1 (dual element, time delay).
E. Motor Load Feeder Switches Class RK5.
F Lighting Load Feeder Switches Larger than 600 amperes. Class L fast acting.
G Lighting Load Feeder Switches: Class RK1 (non- time delay).
H. Other Feeder Switches Larger than 600 amperes. Class L time delay
Other Feeder Switches: Class RK1 (time delay)
J General Purpose Branch Circuits: Class RK1 (non- time delay).
K. Motor Branch Circuits: Class RK5
L. Lighting Branch Circuits. Class G
14 SUBMITTALS
A. Section 01 30 00 Administrative Requirements.
B Product Data. For each type and size of fuse, submit data sheets showing the following:
1 Electrical characteristics.
2. Time current curves.
3 Dimensions
1 5 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals. Requirements for closeout documents.
8 Project Record Documents Record actual sizes, ratings, and locations of fuses
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1.6 QUALIFICATIONS
A. Manufacturer Company specializing in manufacturing products specified in this section
with minimum three years documented experience
1 7 MAINTENANCE MATERIALS
A. Section 01 78 00 Closeout Submittals Spare parts and maintenance products
B Furnish two fuse pullers
1.8 EXTRA MATERIALS
A. Section 01 78 00 Closeout Submittals Requirements for extra materials.
B Furnish ten percent of the quantity of each type, size and rating of fuse installed, but not
less than three spare fuses.
PART 2 PRODUCTS
2.1 FUSES
A. Manufacturers:
1 Bussmann
2. Farraz Shawmut.
3 Littlefuse.
4 Substitutions. Section 01 60 00 Product Requirements
B Dimensions and Performance NEMA FU 1 Class as specified or as indicated on
Drawings.
C Voltage Rating suitable for circuit phase -to -phase voltage.
D Class Rk1 (Time Delay) Fuses:
1 Dimensions and Performance' NEMA FU 1
2 Voltage: Rating suitable for circuit phase -to -phase voltage.
E. Class Rk1 (Non- Time Delay) Fuses.
1 Dimensions and Performance: NEMA FU 1
2. Voltage: Rating suitable for circuit phase -to -phase voltage.
F Class Rk5 Fuses:
1 Dimensions and Performance: NEMA FU 1
2 Voltage. Rating suitable for circuit phase -to -phase voltage.
G Class J (Time Delay) Fuses:
1 Dimensions and Performance. NEMA FU 1
2. Voltage. Rating suitable for circuit phase -to -phase voltage.
H Class J (Non- Time Delay) Fuses.
1 Dimensions and Performance' NEMA FU 1
2 Voltage: Rating suitable for circuit phase -to -phase voltage.
1. Class T Fuses.
1 Dimensions and Performance. NEMA FU 1
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2. Voltage Rating suitable for circuit phase -to -phase voltage.
J Class L (Fast- Acting) Fuses.
1 Dimensions and Performance: NEMA FU 1
2. Voltage Rating suitable for circuit phase -to -phase voltage.
K. Class L (Time Delay) Fuses
1 Dimensions and Performance: NEMA FU 1
2 Voltage. Rating suitable for circuit phase -to -phase voltage.
L. Class G Fuses.
1 Dimensions and Performance NEMA FU 1
2. Voltage. Rating suitable for circuit phase -to -phase voltage.
M Class CC (Time Delay) Fuses
1 Dimensions and Performance. NEMA FU 1
2 Voltage: Rating suitable for circuit phase -to -phase voltage.
PART 3 EXECUTION
3 1 EXISTING WORK
A. Remove fuses from abandoned circuits.
B. Maintain access to existing fuses and other installations remaining active and requiring
access. Modify installation or provide access panel
3.2 INSTALLATION
A. Section 01 70 00 Execution and Closeout Requirements.
B. Install fuse with label oriented so manufacturer type, and size are easily read
C Install spare fuse cabinet.
END OF SECTION 262813
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PART1 GENERAL
11 SUMMARY
A. Section includes.
1 Fusible safety switches.
2 Non fusible safety switches.
SECTION 26 28 15 SAFETY SWITCHES
B Related Section Section 26 28 13 Fuses
1.2 REFERENCES
A. NECA (National Electrical Contractors Association) Standard of Installation
B NEMA FU1 (National Electrical Contractors Association) Low Voltage Cartridge Fuses
C NEMA KS 1 (National Electrical Contractors Association) Enclosed and Miscellaneous
Distribution Equipment Switches (600 Volts Maximum)
B NEMA 250 (National Electrical Contractors Association) Enclosures for Electrical
Equipment (1000 Volts Maximum).
E. NETA ATS (International Electrical Testing Association) Acceptance Testing
Specifications for Electrical Power Distribution Equipment and Systems (International
Electrical Testing Association).
F UL 98 (Underwriters Laboratory) Enclosed and Dead -Front Switches.
1.3 SUBMITTALS
A. Section 01 30 00 Administrative Procedures
B Product Data. Submit switch ratings and enclosure dimensions
1 Short circuit rating.
2 Voltage.
3 Continuous current.
4 Horsepower rating.
5. Cable terminal sizes.
C Shop Drawings.
1 Dimensioned outline drawing.
2 Conduit entry /exit locations.
3 Schematic drawings.
4 Wiring diagrams.
1 4 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals
B Field quality control reports.
1 Test procedures used.
2. Test results that comply with requirements.
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3 Results of failed tests and corrective action taken to achieve test results that
comply with requirements
C Operation and Maintenance Data.
1 Product Data and Shop Drawings per above.
2 Spare parts listing
3 Source and current prices of replacement parts and supplies.
4 Recommended maintenance procedures and intervals.
D Project Record Documents. Record actual locations of safety switches and ratings of
installed fuses.
PART 2 PRODUCTS
2.1 FUSIBLE SWITCH ASSEMBLIES
A. Manufacturers.
1 Square D
2 Substitutions. Not Permitted.
B Product Description NEMA KS 1 Type HD enclosed load interrupter fused knife switch
with externally operable handle interlocked to prevent opening front cover with switch in
ON position Provide defeat for interlock. Handle lockable in OFF position
C Fuse clips: Designed to accommodate NEMA FU1 Class R fuses.
D Enclosure: NEMA 250 to meet conditions. Fabricate enclosure from steel finished with
manufacturer's standard gray enamel
1 Interior Dry Locations. Type 1
2 Exterior Locations. Type 3R
E. Service Entrance Switches identified for use as service equipment are to be labeled for
this application Furnish solid neutral assembly and equipment ground bar
F Furnish switches with entirely copper current carrying parts
2.2 NONFUSIBLE SWITCH ASSEMBLIES
A. Manufacturers.
1 Square D
2. Substitutions. Not Permitted
B Product Description. NEMA KS 1 Type HD enclosed Toad interrupter knife switch with
externally operable handle interlocked to prevent opening front cover with switch in ON
position Handle lockable in OFF position.
C Enclosure NEMA 250 to meet conditions. Fabricate enclosure from steel finished with
manufacturer's standard gray enamel
1 Interior Dry Locations Type 1
2 Exterior Locations Type 3R.
D Service Entrance. Switches identified for use as service equipment are to be labeled for
this application Furnish solid neutral assembly and equipment ground bar
E. Furnish switches with entirely copper current carrying parts
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2.3 SWITCH RATINGS
A. Switch Rating: Horsepower rated for AC or DC as indicated on Drawings
B. Short Circuit Current Rating. UL listed for 200 000 rms symmetrical amperes when used
with or protected by Class R fuses (30 -600 ampere switches employing appropriate fuse
rejection schemes) 200,000 rms symmetrical amperes when used with or protected by
Class L fuses (800 -1200 ampere).
PART 3 EXECUTION
3 1 EXISTING WORK
A. Disconnect and remove abandoned safety switches.
B Maintain access to existing safety switches and other installations remaining active and
requiring access. Modify installation or provide access panel
C Clean and repair existing safety switches to remain or to be reinstalled
3.2 INSTALLATION
A. Install in accordance with NECA 'Standard of Installation
B Install safety switches plumb square and level Provide supports in accordance with
Section 26 00 50
C Height: 78 inches, maximum to operating handle.
D Install fuses for fusible disconnect switches Refer to Section 26 28 13 for product
requirements.
E. Install engraved plastic nameplates in accordance with Section 26 00 50
F Apply adhesive tag on inside door of each fused switch indicating NEMA fuse class and
size installed
3.3 FIELD QUALITY CONTROL
A. Section 01 40 00 Quality Requirements.
B Inspect and test in accordance with NETA ATS, except Section 4
C Perform inspections and tests listed in NETA ATS Section 7.5.
END OF SECTION 262815
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PART1 GENERAL
11 SUMMARY
1.3 SUBMITTALS
14 CLOSEOUT SUBMITTALS
SECTION 26 28 20 ENCLOSED CIRCUIT BREAKERS
A. Section includes molded -case and insulated -case circuit breakers in individual
enclosures.
1.2 REFERENCES
A. NECA (National Electrical Contractors Association) Standard of Installation
B NEMA 250 (National Electrical Manufacturers Association) Enclosures for Electrical
Equipment (1000 Volts Maximum).
C NEMA AB 1 (National Electrical Manufacturers Association) Molded Case Circuit
Breakers.
D NETA ATS (International Electrical Testing Association) Acceptance Testing
Specifications for Electrical Power Distribution Equipment and Systems (International
Electrical Testing Association).
A. Section 01 30 00 Administrative procedures.
B Product Data. For each item specified submit manufacturers' technical data on
1 Dimensions.
2 Features.
3 Performance.
4 Electrical characteristics.
5. Ratings
6 Accessories.
C Shop Drawings: For each item specified, indicate:
1 Dimensioned outline drawings
2. Schematic drawings.
3 Wiring diagrams.
4 Installation drawings showing:
a. Weights.
b Conduit entrance locations and requirements.
A. Section 01 78 00 Closeout Procedures: Requirements for closeout documents.
B Project Record Documents Record actual locations and continuous current ratings of
enclosed circuit breakers.
C Operation and Maintenance Data. Submit the following:
1 Product Data and Shop Drawings per above.
2. Normal operating instructions.
3 Emergency operating instructions
4 Preventive maintenance schedules and procedures.
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5 Parts Identification
6 Spare Parts and Supply Lists.
a. Source.
b Current prices of replacement parts and supplies
D Field Quality Control Test Reports Submit record of circuit breaker settings.
1.5 QUALIFICATIONS
A. Manufacturer Company specializing in manufacturing products specified in this section
with minimum three years documented experience.
PART 2 PRODUCTS
2.1 MOLDED CASE CIRCUIT BREAKER
A. Manufacturers.
1 Square D
2. Substitutions. Not Permitted
B Product Description Enclosed, molded -case circuit breaker conforming to NEMA AB 1
with ground fault interrupter suitable for use as service entrance equipment.
C Field- Changeable Ampere Rating Circuit Breaker Circuit breakers with frame sizes 200
amperes and larger have changeable trip units.
D Solid -State Circuit Breaker Electronic sensing, timing, and tripping circuits for adjustable
current settings; ground fault trip with integral ground fault sensing; instantaneous trip
and adjustable short time trip
E. Accessories Conform to NEMA AB 1
1 Grounding Lug In each enclosure.
F Enclosure NEMA AB 1 to meet conditions. Fabricate enclosure from steel finished with
manufacturer's standard gray enamel.
1 Interior Dry Locations. NEMA 250 Type 1
2. Exterior Locations. NEMA 250 Type 3R.
G Service Entrance Switches identified for use as service equipment are to be labeled for
this application Furnish solid neutral assembly and equipment ground bar
PART 3 EXECUTION
3.1 EXISTING WORK
A. Disconnect and remove abandoned enclosed circuit breakers.
B Maintain access to existing enclosed circuit breakers and other installations remaining
active and requiring access. Modify installation or provide access panel.
C Clean and repair existing enclosed circuit breakers to remain or to be reinstalled
3.2 INSTALLATION
A. Install in accordance with NECA 'Standard of Installation
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B Install enclosed circuit breakers plumb Provide supports in accordance with Section
26 00 50
C Height: Not more than 72 inches to operating handle.
D Locate and install engraved plastic nameplates in accordance with Section 26 00 50
3.3 FIELD QUALITY CONTROL
A. Section 01 40 00 Quality Requirements.
B Inspect and test in accordance with NETA ATS except Section 4
C Perform inspections and tests listed in NETA ATS Section 7 6 1 1
3 4 ADJUSTING
A. Section 01 70 00 Execution and Closeout requirements.
B Adjust trip settings to coordinate circuit breakers with other overcurrent protective devices
in circuit.
C Adjust trip settings to provide adequate protection from overcurrent and fault currents
D Record circuit breaker adjustments and submit report.
END OF SECTION 262820
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PART1 GENERAL
11 SUMMARY
SECTION 26 29 10 MOTOR STARTERS
A. Section includes the following in individual enclosures.
1 Manual motor starters.
2 Full voltage non reversing starters
1.2 REFERENCES
A. NECA (National Electrical Contractors Association) Standard of Installation
B. NEMA FU 1 (National Electrical Manufacturers Association) Fuses.
C NEMA 250 (National Electrical Manufacturers Association) Enclosures for Electrical
Equipment (1000 Volts Maximum)
D NEMA ICS 2 (National Electrical Manufacturers Association) Industrial Control and
Systems: Controllers, Contactors, and Overload Relays Rated Not More Than 2000
Volts AC or 750 Volts DC
E. NEMA ICS 5 (National Electrical Manufacturers Association) Industrial Control and
Systems. Control Circuit and Pilot Devices.
F NEMA KS 1 (National Electrical Manufacturers Association) Enclosed and
Miscellaneous Distribution Equipment Switches (600 Volts Maximum).
G NETA ATS (International Electrical Testing Association) Acceptance Testing
Specifications for Electrical Power Distribution Equipment and Systems.
H UL 489 (Underwriters Laboratories) Molded -Case Circuit Breakers, Molded -Case
Switches, and Circuit Breaker Enclosures.
1.3 SUBMITTALS
A. Section 01 30 00 Administrative Requirements.
B Product Data. For each item specified, submit manufacturers' technical data on
1 Dimensions
2. Features.
3 Performance.
4 Electrical characteristics.
a. Voltage.
b Starter size.
c. Ratings and size of switching and overcurrent protective devices
d Short circuit ratings.
5 Accessories
C Shop Drawings. For each item specified indicate.
1 Dimensioned outline drawings.
2. Lifting and support points.
3 Schematic drawings
4 Wiring diagrams.
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PART 2 PRODUCTS
5 Installation drawings showing.
a. Weights.
b Lifting provisions.
c. Conduit entrance locations and requirements
1 4 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals.
B. Project Record Documents. Record actual locations and ratings of motor starters.
C Field Quality Control Test Reports Submit certified copies of reports showing
1 Test procedures used.
2. Tabulated test results.
3 Date and time of tests
4 Name and organization of responsible person making tests
5 Tabulated showing of which test results comply with requirements, which results
failed to comply and corrective action taken to achieve test results which comply
with requirements.
D Operation and Maintenance Data: Submit the following
1 Product Data and Shop Drawings per above.
2 Normal operating instructions
3 Testing equipment and special tool requirements
4 Adjustment procedures
5. Preventive maintenance schedules and procedures
6. Repair procedures
7 Parts Identification
8 Spare Parts and Supply Lists.
a. Source.
b Current prices of replacement parts and supplies.
9 Personnel training requirements.
2.1 MANUAL MOTOR STARTERS
A. Manufacturers.
1 Square D Model F Class 2510
2. Substitutions Section 01 60 00 Product Requirements
B Product Description NEMA ICS 2, AC general purpose, Class A, manually operated full
voltage motor starter with.
1 Overload element.
2. Red pilot light.
C Enclosure. NEMA 250 Type 1
2.2 FULL VOLTAGE NON REVERSING STARTERS
A. Manufacturers:
1 Square D (to match existing)
2. Substitutions Not Permitted
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B Product Description NEMA ICS 2, AC general purpose Class A magnetic combination
starter for induction motors rated in horsepower
C Control Voltage. 120 volts, 60 Hertz.
D Overload Relay NEMA ICS 2; ambient compensating bimetal.
E. Product Features
1 Auxiliary Contacts NEMA ICS 2, two field convertible contacts in addition to
seal -in contact.
2. Cover Mounted Pilot Devices. NEMA ICS 5, heavy duty oiltight type
3 Pilot Device Contacts NEMA ICS 5, Form Z, rated A150
4 Pushbuttons: Shrouded type
5 Indicating Lights. LED type
6 Selector Switches. Rotary H -O -A type.
7 Relays. NEMA ICS 2
8 Control Power Transformers. 120 volt secondary in each motor starter Furnish
fused primary and secondary and bond unfused leg of secondary to enclosure.
F Combination Starters Combine motor starters with disconnect in common enclosure,
using motor circuit protector conforming to UL 489 with integral instantaneous magnetic
trip in each pole. Obtain IEC Class 2 coordinated component protection
G Enclosure. NEMA 250 to meet conditions. Fabricate enclosure from steel finished with
manufacturer's standard gray enamel
1 Interior Dry Locations* Type 1
2. Exterior Locations. Type 3R.
PART 3 EXECUTION
3 1 EXISTING WORK
A. Disconnect and remove abandoned motor starters
B. Maintain access to existing motor starters and other installations to remain active and to
require access. Modify installation or provide access panel
C Protect from damage. Repair or replace any starters damaged during demolition or
construction.
D Clean and repair existing motor starters to remain or to be reinstalled
3.2 INSTALLATION
A. Install motor starters as indicated on Drawings, in accordance with NECA 'Standard of
Installation
B Install motor starters plumb square and level. Provide supports in accordance with
Section 26 00 50
C Height: 78 inches, maximum, to operating handle
D Install fuses for fusible switches Refer to Section 26 28 13 for product requirements.
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E. Select and install overload heater elements in motor starters to match installed motor
characteristics.
F Install engraved plastic nameplates. Refer to Section 26 00 50 for product requirements
and location
G Neatly type label and place inside each motor starter door identifying motor served
nameplate horsepower full Toad amperes, code letter service factor and voltage /phase
rating Place label in clear plastic holder
3.3 FIELD QUALITY CONTROL
A. Section 01 40 00 Quality Requirements.
B Inspect and test in accordance with NETA ATS except Section 4
C Perform inspections and tests listed in NETA ATS Section 7 16 1
D Prepare and submit report of findings.
END OF SECTION 262910
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PART1 GENERAL
11 SUMMARY
A. Section includes
1 Luminaires
2. Ballasts
3 Lamps.
4 Accessories
1.2 REFERENCES
SECTION 26 51 00 INTERIOR LIGHTING
A. ANSI /NEMA C82 4 (National Electrical Manufacturers Association) Ballasts for High
Intensity Discharge and Low Pressure Sodium Lamps (Multiple Supply Type).
B. ANSI /NEMA C82 11 (National Electrical Manufacturers Association) High Frequency
Fluorescent Lamp Ballasts.
C NEMA WD 6 (National Electrical Manufacturers Association) Wiring Devices
Dimensional Requirements.
D UL 924 (Underwriters Laboratories, Inc.) Emergency Lighting and Power Equipment.
E. UL 935 (Underwriters Laboratories, Inc.) Fluorescent Lamp Ballasts
F UL 1029 (Underwriters Laboratories, Inc.) High Intensity Discharge Lamp Ballasts
G UL 1598 (Underwriters Laboratories, Inc.) Luminaires.
1.3 SUBMITTALS
A. Section 01 30 00 Administrative Requirements.
B. Product Data. For each item specified, submit the following:
1 Physical descriptions.
a. Features.
b Accessories.
c. Materials.
d Finishes.
e. Dimensions
f Projected area.
g. Ratings.
2. Performance data.
3 Ballasts, including energy- efficiency data
4 Lamps, including the following:
a. Expected life.
b Wattage.
c. Lumen output.
d Color temperature.
e. Color rendering index,
C Shop Drawings: For each item specified Indicate the following
1 Dimensions.
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2. Schematic drawings
3. Wiring diagrams
4 Photometric data.
D Installation instructions
1 4 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals.
B Project Record Documents Provide plan drawings showing actual locations and types of
luminaires
C Field Quality- Control Reports
1 Test procedures used
2. Test results that comply with requirements.
3 Results of failed tests and corrective action taken to achieve test results that
comply with requirements.
D Operation and Maintenance Data: Submit the following
1 Product Data and Shop Drawings per above
2. Spare parts data listing'
a. Source.
b Current prices of replacement parts and supplies
3 Recommended maintenance procedures and intervals.
4 Manufacturer's written instructions for testing and adjusting.
1.5 QUALIFICATIONS
A. Section 01 40 00 Quality Requirements.
B
Manufacturer Company specializing in manufacturing products specified in this section
with minimum three years documented experience.
1 6 FIELD MEASUREMENTS
Section 01 70 00 Execution and Closeout Requirements.
A. Verify field measurements prior to fabrication.
17 COORDINATION
A. Section 01 30 00 Administrative Requirements.
B Furnish bolt templates and pole mounting accessories to installer of pole foundations.
1.8 MAINTENANCE MATERIALS
A. Section 01 78 00 Closeout Submittals. Spare parts and maintenance products.
B Furnish one of each type of plastic lens type for each 100 of each type or fraction thereof
C Furnish two of each ballast type.
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PART 2 PRODUCTS
2.1 LUMINAIRIES
A. Product Description UL 1598 complete luminaire assemblies, with features, options, and
accessories as scheduled Products shown in the Lighting Fixture Schedule are listed by
Manufacturers general series designations only Determine the exact part numbers from
the manufacturers literature, conforming to the types and sizes of lamps required
ballasts and other specified features required
B Substitutions. Section 01 60 00 Product Requirements
C Sheet Metal Components. Steel unless otherwise indicated Form and support to
prevent warping and sagging
D Metal Parts Free of burrs and sharp corners and edges.
E. Voltage. Coordinate the voltage of circuit serving the lighting fixtures with the fixtures
voltage requirements prior to ordering. Re- verify fixture voltage for fixture being served
prior to installation of circuits.
F Doors, Frames, and Other Internal Access. Smooth operating, free of light leakage under
operating conditions, and designed to permit relamping without use of tools. Designed to
prevent doors, frames, lenses, diffusers, and other components from falling accidentally
during relamping and when secured in operating position.
G Mounting Accessories. Coordinate light fixture locations and installation with ceiling
types identified on Architectural Reflected Ceiling plans. Provide required light fixture
mounting accessories, frames, supplementary support structures, hangers, spacers,
stems, aligner canopies, auxiliary junction boxes and other hardware suitable for the
specified ceiling types. Provide earthquake clips.
H. Provide disconnecting means with luminaire.
2.2 FLUORESCENT BALLASTS
A. Manufacturers:
1 Advance.
2. G E.
3 Howard.
4 Sylvania.
5. Triad.
6 Substitutions Not Permitted
B. Product Description ANSI /NEMA C82 11 and UL 935 programmed start electronic
ballast
1 Suitable for lamps specified.
2. Voltage to match luminaire voltage.
3 Current Total Harmonic Distortion. Less than 10 percent.
4 Ballast Factor Not Tess than 0.88
5 Power Factor Not less than 0.95
6 Sound Rating Class A.
7 Provide in -line fuse rated for the Toad
8 Provide in -line disconnecting means
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C Provide in -line fuse rated for the load
2.3 FLUORESCENT LAMPS
A. Manufacturers.
1 G E.
2. Osram /Sylvania.
3 Phillips.
4 Substitutions Section 01 60 00 Product Requirements.
B Product Description
1 Standard lamps.
a. Size F32T8
b
Output: 2800 lumens.
c. Color 3500° K.
d. CRI z 80
2 Other lamps. As scheduled.
PART 3 EXECUTION
3 1 EXISTING WORK
A. Disconnect and remove abandoned luminaires, emergency lighting units, exit signs,
poles, lamps, and accessories.
B Extend existing luminaire installations using materials and methods as specified
C Clean and repair existing luminaires to remain or to be reinstalled
3.2 INSTALLATION
A. Install suspended luminaires using pendants supported from swivel hangers Install
pendant length required to suspend luminaire at indicated height.
B Support luminaires larger than 2 x 4 foot size independent of ceiling framing
C Locate recessed ceiling luminaires as indicated on Drawings.
D Support Clips. Fasten to lighting fixtures and to ceiling grid members at or near each
fixture corner with locking safety clips that are UL listed for the application
E. Install surface mounted luminaires plumb square and level Adjust to align with building
lines and with each other Secure to prevent movement.
F Install surface mounted emergency lighting units plumb and adjust to align with building
lines and with each other Secure to prevent movement.
G Install suspended exit signs using pendants supported from swivel hangers Install
pendant length required to suspend sign at indicated height.
H Install recessed luminaires to permit removal from below
Install recessed luminaires using accessories and firestopping materials to meet
regulatory requirements for fire rating
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J Install wall- mounted luminaires, emergency lighting units and exit signs at height as
indicated on Architectural Drawings
K. Install accessories furnished with each luminaire, emergency lighting unit and exit sign
L. Connect luminaires, emergency lighting units to branch circuit outlets provided under
Section 26 05 30 using flexible conduit.
M Make wiring connections to branch circuit using building wire with insulation suitable for
temperature conditions within luminaire.
N Install fuses in the in -line fuse holders for all luminaires.
O Install specified lamps in each luminaire.
P Burn -in all lamps that require specific aging period to operate properly prior to occupancy
by Owner Burn -in fluorescent and compact fluorescent lamps intended to be dimmed,
for at least 100 hours at full voltage.
Q. Interface with air handling accessories furnished and installed under Section 23 30 00
R. Ground and bond interior luminaires, emergency lighting unit in accordance with Section
26 00 50
3.3 FIELD QUALITY CONTROL
A. Section 01 4 00 Quality Requirements
B Operate each luminaire after installation and connection Inspect for proper connection
and operation
C Measure illumination levels to verify conformance with performance requirements
D Take outdoor measurements during night sky without moon or with heavy overcast
clouds effectively obscuring moon
3 4 ADJUSTING
A. Section 01 70 00 Execution and Closeout Requirements
B Aim and adjust luminaries to provide illumination levels and distribution as indicated on
Drawings
C Position exit sign directional arrows as indicated on Drawings
3 5 CLEANING
A. Section 01 70 00 Execution and Closeout Requirements
B Remove dirt and debris from enclosures
C Clean photometric control surfaces as recommended by manufacturer
D Clean finishes and touch up damage.
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3 6 PROTECTION OF FINISHED WORK
A. Section 01 70 00 Execution and Closeout Requirements
B Relamp luminaires, having failed lamps at Substantial Completion
END OF SECTION 265100
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PART1 GENERAL
11 SUMMARY
1.2 REFERENCES
1.3 SYSTEM DESCRIPTION
SECTION 27 15 01 COMMUNICATIONS CIRCUITS.
A. Section includes
1 Backboards
2 Pathways
3 Termination devices
4 Outlets
5 Premises cabling
A. ANSI /J- Std -607 -A (American National Standards Institute) Commercial Building
Grounding and Bonding Requirements for Telecommunications
B EIA/TIA 455 -B (Electronic Industries Association/Telecommunications Industries
Association) Test Procedure for Fiber Optic Fibers Cables, Transducers, Sensors,
Connection and Terminating Devices, and Other Optical Fiber Components.
C EIA/TIA 522 (Electronic Industries Association /Telecommunications Industries
Association) Test Procedures for Fiber Optic Systems.
D EIA/TIA 568 -B.2 (Electronic Industries Association/Telecommunications Industries
Association) Balanced Twisted Pair Cabling Components.
E. EIA/TIA 568 -B.3 (Electronic Industries Association /Telecommunications Industries
Association) Optical Fiber Cabling Components
F EIA/TIA 569 -B (Electronic Industries Association /Telecommunications Industries
Association) Commercial Building Standard for Telecommunications Pathways and
Spaces
G EIA/TIA 606 (Electronic Industries Association/Telecommunications Industries
Association) Administrative Standard for Commercial Telecommunications
Infrastructure.
H NETA ATS (International Electrical Testing Association) Acceptance Testing
Specifications for Electrical Power Distribution Equipment and Systems.
A. Service entrance from Telecommunications Utility Company is existing modifications to
the premise wiring will be by owner
B Backbone Pathway existing, no changes or alterations planned
C Horizontal Pathway Conform to EIA/TIA 569 -B, using conduit in accordance with
Section 26 05 30 J- hooks, D- rings, sleeves and backboards and required by the owner
D Entrance Wiring: Existing, no changes planned.
E. Backbone Wiring: Existing, no changes planned
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F Horizontal Wiring: By Owner Coordinate all pathway requirements with owner
14 SUBMITTALS
A. Section 01 30 00 Administrative Requirements.
B Product Data For each item specified, submit manufacturers' technical data on
1 Dimensions
2. Features.
3 Performance.
4 Electrical characteristics.
5 Ratings
6 Accessories.
C Shop Drawings For each item specified indicate.
1 Dimensioned outline drawings
2 Schematic drawings.
3 Wiring diagrams
4 Installation drawings.
a. Plans.
b Elevations.
c. Sections
d Details
e. Attachments to other work.
5 Conduit entrance locations and requirements
1 5 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals. Requirements for closeout documents.
B Project Record Documents Record actual locations and sizes of pathways and outlets.
C Field Quality Control Reports.
1 Test procedures used.
2. Test results that comply with requirements.
3 Results of failed tests and corrective action taken to achieve test results that
comply with requirements.
D Operation and Maintenance Data: Submit the following
1 Product Data and Shop Drawings per above.
2. Spare parts data listing:
a. Source.
b Current prices of replacement parts and supplies.
3 Manufacturer's recommended operating instructions.
4 Manufacturer's recommended maintenance procedures and intervals.
16 QUALIFICATIONS
A. Section 01 40 00 Quality Requirements.
B Manufacturer Company specializing in manufacturing products specified in this section
with minimum five years documented experience
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C Installer Company specializing in installing products specified in this section with
minimum three years documented experience, and with service facilities within 100 miles
of project.
D Testing Agency Company member of International Electrical Testing Association and
specializing in testing products specified in this section with minimum three years
documented experience.
1 7 PRE- INSTALLATION MEETING
A. Coordinate all telecom work with the owner or with the owner selected sub contractor for
low voltage systems including access control and infant abduction systems
B Convene minimum one week prior to commencing Work of this section
1.8 COORDINATION
A. Section 01 3 00 Administrative Requirements.
B Coordinate with owner regarding horizontal pathways and related infrastructure related to
telecommunications installations.
C Coordinate with owner selected sub contractor for specific requirements related to low
voltage systems including access control and infant abduction systems
PART 2 PRODUCTS
2.1 TELECOMMUNICATIONS TERMINATION BACKBOARDS
A. Material: Type AC fire retardant plywood
B Size: 4 x 8 314 inch thick (or as indicated)
C Finish White or gray intumescent paint.
2.2 CROSS CONNECT
A. By owner
2.3 DATA CABLE PATCH PANEL
A. By owner
2.4 OPTICAL FIBER PATCH PANEL
A. By owner
2.5 TELEPHONE OUTLET JACKS
A. By owner
2.6 DATA OUTLET JACKS
A. By owner
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2.7 FACEPLATES
A. By Owner
2.8 UNSHIELDED BACKBONE CABLE
A. By Owner
2.9 SHIELDED BACKBONE CABLE
A. By Owner
2.10 UNSHIELDED HORIZONTAL CABLE
A. By owner or owner selected sub contractor
B. Manufacturers:
1 Berk -tek.
2. CommScope.
3 General Cable
4 Superior Essex.
5 Systimax Solutions.
6 Substitutions. Not Permitted.
C Product Description EIA/TIA 568 -B.2, Category 5e or 6 100 -ohm unshielded twisted
pair cable with 4 pairs, 22 AWG copper conductor
2.11 SHIELDED HORIZONTAL CABLE
A. By Owner
B. Product Description EIA/TIA 568, 150 -ohm shielded twisted -pair plenum rated cable
with 2 pairs, 22 AWG copper conductor
2.12 GROUND WIRE
A. Product Description
1 Solid bare copper wire, #6 AWG (or as indicated)
PART 3 EXECUTION
3 1 EXISTING WORK
A. Remove exposed abandoned telecommunications cables and pathways, including
abandoned cables and pathways above accessible ceiling finishes. Cut flush with walls
and floors, and patch surfaces.
B Disconnect and remove abandoned telecommunications equipment.
C Identify existing telecommunications equipment, cabling and terminations remaining in
service and protect from damage during demolition and construction Repair all damage
from demolition and construction activities at no additional cost to the Owner Provide
supports for remaining telecommunications equipment, raceway and boxes for which
supports were removed by demolition activity
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D Provide supports for existing remaining telecommunications cabling which was previously
unsupported or draped on ceiling t -bar Acceptable methods are cable tray conduit, j-
hooks and d- rings.
E. Maintain access to existing telecommunications equipment, cabling and terminations
and other installations remaining active and requiring access. Modify installation or
provide access panel
F Extend existing telecommunications installations using materials and methods as
specified
G Clean and repair existing telecommunications equipment remaining or is to be reinstalled
3.2 INSTALLATION
A. Install pathways in accordance with EIA/TIA 569
B Provide listed fire -rated assemblies for penetration of fire walls.
C Install wire and cable in accordance with EIA/TIA 568
D Finish paint termination backboards with durable white intumescent enamel in
accordance with Section 09 90 00 prior to installation of telephone equipment.
E. Install termination backboards plumb and attach securely to building wall at each corner
F Install recessed cabinets flush with wall finishes, and stub 5 empty 1 inch conduits to
accessible location above ceiling below floor at each location
G Install polyethylene pulling string in each empty telephone conduit over 10 feet in length
or containing bends.
H Install engraved plastic nameplates in accordance with Section 26 00 50 Mark
backboards and cabinets with legend 'TELEPHONE."
I Ground and bond pathways, cable shields, and equipment in accordance with Section
26 00 50 Provide ground wire from building electrical ground to telephone backboard
and items requiring bonding
J Pathway
1 Conduit as indicated, comply with 26 05 30
2. Provide bushings on the ends of all raceways and sleeves bonded on at least
one end.
3. No more than (2) 90- degree bends permitted in any conduit run. Provide a pull
box in any run exceeding 100' in length
4 90 degree elbows shall be as follows
a. Conduits 2 inches in diameter and smaller• bending radius shall be not
less than 6 times the diameter of the conduit.
b Conduits larger than 2 inches in diameter bending radius shall be not
less than 10 times the diameter of the conduit.
3.3 FIELD QUALITY CONTROL
A. Section 01 40 00 Quality Requirements.
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B Inspect and test optical fiber cables in accordance with NETA ATS, except Section 4
Perform inspections and tests listed in NETA ATS, Section 7.25
C Inspect and test copper cables and terminations in accordance with EIA/TIA 568
D Prepare and submit report of findings under Article 'Closeout Submittals'
END OF SECTION 271501
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SECTION 28 13 02 SECURITY ACCESS SYSTEM
PART1 GENERAL
11 SUMMARY
A. Section includes security access devices and control panel, and signal and control wiring.
1.2 SYSTEM DESCRIPTION
A. Security Access System Design /Build modifications of the existing security access
control system by the owner's selected vendor
1 Vendor Contact information Josh Brook, Allied Fire Security 3051 East Valley
Road Renton WA, 98057 3328 (425) 988 -6481 jbrook @allied- security com
a. Extend control /signal wiring to the elevator controller to support card
readers in each elevator cab and to provide go /no go' signals to the
elevator controller based on user defined access control parameters.
Modify access control system and associated programming to do the
following:
Provide time clock (date /time) based access to all floors via the
elevator such that the elevators are fully accessible during
normal business hours as selected by the owner (day of week
and time of day).
ii Provide means to verify the identity of an elevator user via prox
card so that select floors can be accessed by selected
individuals during time /days when access via the elevator is
limited (Parameters shall be selectable and programmable by
the owner)
B Infant Abduction system Design /build modifications of the existing system by the
owner's selected vendor
1 Extend the infant abduction system wiring to the new controllers for elevators 1 2
and 3 and include the following functionality'
a. Elevators shall lock down upon activation of the infant abduction system
b Elevators shall unlock upon command from the infant abduction system
Coordinate exact requirements with the owner
2. Owner selected vendor contact is as follows. Tara Coffland McRoberts Security
Technologies, (425) 765 2777 e-mail tcoffland @gmail.com
1.3 SUBMITTALS
A. Section 01 30 00 Administrative Requirements
B Product Data. For each item specified, submit manufacturers' technical data on
1 Dimensions.
2. Features.
3 Performance
4 Electrical characteristics.
5. Connection requirements.
6 Ratings.
7 Accessories
C Shop Drawings. For each item specified, indicate:
1 Dimensioned outline drawings.
2. Lifting and support points.
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3 Schematic drawings
4 Wiring diagrams.
5 Block and system diagrams.
6 Installation drawings showing:
a. Weights.
b Conduit entrance locations and requirements.
1 4 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals
B Project Record Documents Record actual locations of security access equipment.
C Field Quality Control Reports:
1 Test procedures used.
2 Test results that comply with requirements.
3 Results of failed tests and corrective action taken to achieve test results that
comply with requirements.
4 Manufacturer's Field Reports. Indicate activities on site, adverse findings, and
recommendations.
D Operation and Maintenance Data: Submit the following:
1 Product Data and Shop Drawings per above.
2. Spare parts data listing:
a. Source.
b Current prices of replacement parts and supplies.
3 Manufacturer's operating instructions.
4 Recommended maintenance procedures and intervals.
1.5 QUALIFICATIONS
A. Section 01 40 00 Quality Requirements.
B
Manufacturer Company specializing in manufacturing products specified in this section
with minimum five years documented experience, and with service facilities within 100
miles of project.
C
Installer Certified security system installer with service facilities within 100 miles of
Project.
1.6 MAINTENANCE SERVICE
A. Section 01 40 00 Quality Requirements.
B Furnish service and maintenance of security access equipment for one year from Date of
Substantial Completion.
PART 2 PRODUCTS
2.1 CARD READERS
A. Manufacturers. Match existing
B Product Description Proximity card reader in cast aluminum housing suitable for
installation in exterior locations subjected to weather
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2.2 CARD KEYS
A. Product Description Plastic laminated card with access information encoded with radio
frequency circuitry by same manufacturer and compatible with Card Readers in previous
Article.
2.3 WIRE AND CABLE
A. Manufacturers match existing
B Product Description. Power limited cable, copper conductor 300 volts insulation rated
105 degrees C
C Plenum Cable Power limited cable classified for fire and smoke characteristics, copper
conductor 300 volts insulation rated 105 degrees C suitable for use in air handling
ducts, hollow spaces used as ducts, and plenums.
PART 3 EXECUTION
31 EXAMINATION
A. Section 01 7 00 Execution and Closeout Requirements
3.2 EXISTING WORK
A. Remove exposed abandoned security access wiring, including abandoned wiring above
accessible ceiling finishes. Cut cable flush with walls and floors, and patch surfaces
B Disconnect and remove abandoned security access equipment.
C Maintain access to existing security access equipment and other installations remaining
active and requiring access Modify installation or provide access panel
D Extend existing security access installations using materials and methods compatible
with existing installations, or as specified
E. Clean and repair existing security access equipment to remain or to be reinstalled
3.3 INSTALLATION
A. Install 18 AWG minimum size conductors for circuit conductors. Install wiring in cable.
B Install equipment in accordance with manufacturer's instructions
C Install conduit and wiring connections to door hardware devices
D Install engraved plastic nameplates in accordance with Section 26 00 50
E. Ground and bond security access equipment and circuits in accordance with Section
26 00 50
3.4 FIELD QUALITY CONTROL
A. Section 01 40 00 Quality Requirements
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B Test in accordance with manufacturer's recommendations.
3 5 MANUFACTURER'S FIELD SERVICES
A. Section 01 40 00 Quality Requirements
B Furnish services of technician to supervise installation, adjustments, final connections,
system testing, and Owner training.
3 6 DEMONSTRATION AND TRAINING
A. Section 01 7 00 Execution and Closeout Requirements
B Furnish 4 hours of instruction each for two persons, to be conducted at project site with
manufacturer's representative.
END OF SECTION 281302
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PART1 GENERAL
11 SUMMARY
1.2 REFERENCES
SECTION 28 31 01 FIRE ALARM SYSTEM
A. Section includes fire alarm control panels, manual fire alarm stations, automatic smoke
and heat detectors, fire alarm signaling appliances, and auxiliary fire alarm equipment.
A. IBC (International Code Council) International Building Code, Washington
amendments
B IFC (International Code Council) International Fire Code with Washington amendments.
C NFPA 70 (National Fire Protection Association) National Electrical Code
D NFPA 72 (National Fire Protection Association) National Fire Alarm Code
E. NFPA 90A (National Fire Protection Association) Installation of Air Conditioning and
Ventilating Systems
F NFPA 101 (National Fire Protection Association) Life Safety Code
G UL 38 (Underwriters Laboratories) Manual Signaling Boxes for Fire Alarm Systems
H UL 521 (Underwriters Laboratories) Heat Detectors for Fire Protective Signaling
Systems
1.3 SYSTEM DESCRIPTION
A. Fire Alarm System Design and provide modifications to the existing fire alarm system in
accordance with IBC IFC NFPA 70 NFPA 72 and NFPA 101
B Alarm Sequence of Operation Actuation of initiating device causes the following system
operations
1 Local fire alarm signaling devices sound and display with signal
2. Location of alarm zone indicates on fire alarm control panel and on remote
annunciator panel.
3. Signal transmits by zone to building smoke removal system
4 Signal transmits to building elevator control panel initiating return to main floor or
alternate floor and lockout for fire service.
5 Signal transmits to building mechanical controls, shutting down fans and
operating dampers
6 Signal transmits by zone to release door hold -open devices.
7 Signal releases magnetic door hold opens
8 Signal releases electric door locks.
C Drill Sequence of Operation. Manual drill function causes alarm mode sequence of
operation
D Trouble Sequence of Operation System or circuit trouble causes the following system
operations
1 Visual and audible trouble alarm indicates at fire alarm control panel.
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15 SUBMITTALS
2. Visual and audible trouble alarm indicates at remote annunciator panel
3 Trouble signal transmits to central station
E. Zoning* Provide new zones with zone signal extended to each elevator controller The
new zones will be specific to the elevators in each bank. Zones include:
1 Smoke in elevator lobbies other than the 1 floor lobby (Recall zone 1)
2. Smoke in the elevator lobbies on the 1 floor lobby (Recall zone 2)
3 Heat/Smoke in elevator shaft or machine room (Recall zone 3)
1 4 DESIGN REQUIREMENTS
A. Detail installation drawings shall be prepared and signed by a Registered Professional
Engineer or a National Institute for Certification in Engineering Technologies (NICET)
Level III or Level IV Fire Alarm Technician acceptable to the Authority Having
Jurisdiction
1 The Contract Documents show the location of the fire alarm control panel and Its
associated power connection. They may show the location of an annunciator a
master fire alarm box, an external connection, etc. and suggested locations for
alarm initiation and notification devices as well as auxiliary devices. It is the
responsibility of the Contractor to design and construct the fire alarm system to
meet the requirements of applicable codes and the Authority Having Jurisdiction
2. Design the layout based on the actual detectors to be installed. The detail
drawings shall contain complete wiring and schematic diagrams for the
equipment furnished, equipment layout, and any other details required to
demonstrate that the system has been coordinated and will properly function as a
unit.
3 Provide a complete list of equipment and material, including manufacturer's
descriptive and technical literature, catalog cuts, and installation instructions
4 Prepare a detailed point -to -point wiring diagram showing points of connection.
Include connections between system devices, appliances, control panels,
supervised devices, and equipment that is activated or controlled by the panel
5 Submit the design to and receive approval from the Authority Having Jurisdiction
A. Section 01 33 00 Submittal Procedures. Requirements for submittals
B Product Data. For each item specified, submit manufacturers' technical data on
1 Dimensions
2. Features.
3 Performance.
4 Electrical characteristics
5. Ratings.
6 Accessories
C Shop Drawings: For each item specified, indicate.
1 Dimensioned outline drawings.
2. Fire Marshal approval
3 Schematic drawings.
4 Wiring diagrams.
5. Annunciator layout.
6 Design calculations.
7 Installation drawings showing:
a. Weights
b Conduit entrance locations and requirements
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c. Interconnection requirements.
D Test Reports Indicate procedures and results for specified field testing and inspection
E. Manufacturer's Field Reports Indicate activities on site, adverse findings, and
recommendations
1 6 CLOSEOUT SUBMITTALS
A. Section 01 78 00 Closeout Submittals. Requirements for record documents.
B. Project Record Documents. Provide plan drawings showing actual locations of fire alarm
equipment, including initiation and notification appliances.
C Operation and Maintenance Data. Submit the following:
1 Product Data and Shop Drawings per above
2. Spare parts data listing
a. Source.
b Current prices of replacement parts and supplies.
3 Submit manufacturer's standard operating and maintenance instructions.
4 Submit recommended maintenance procedures and intervals.
D Field Quality- Control Reports.
1 Test procedures used
2. Submit completed NFPA 72 Inspection and Testing Form test reports
3 Test results that comply with requirements.
4 Results of failed tests and corrective action taken to achieve test results that
comply with requirements.
5 Certificates Submit completed NFPA 72 Certificate of Completion.
17 QUALIFICATIONS
A. Section 01 40 00 Quality Requirements* Requirements for manufacturer qualifications.
B
Manufacturer Company specializing in manufacturing products specified in this section
with minimum ten years documented experience, and with service facilities within 100
miles of project.
C
Installer* Certified fire alarm installer with service facilities within 100 miles of Project.
1 8 MAINTENANCE SERVICE
A. Section 01 78 00 Closeout Submittals. Requirements for maintenance service.
B. Furnish service and maintenance of fire alarm equipment for one year from Date of
Substantial Completion.
1.9 MAINTENANCE MATERIALS
A. Section 01 78 00 Closeout Submittals Requirements for maintenance materials.
B Furnish three of each type of automatic smoke detector without base.
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PART 2 PRODUCTS
2.1 EXISTING SYSTEMS MODIFIED
A. Modify and extend the existing Edwards Signal Technology fire alarm system Contact
the hospitals selected fire alarm system vendor Contact information is as follows.
1 Walt Hafer Performance Systems (360) 681 -8971
2.2 CONTROL PANEL
A. Modify the Existing Fire Alarm Control Panel and associated programming to
accommodate the new devices and to support the elevator recall functions
B Auxiliary Relays. Sufficient SPDT auxiliary relay contacts for each detection zone to
provide accessory functions specified
2.3 SPOT HEAT DETECTOR
A. Product Description UL 521 Combination rate -of -rise and fixed temperature, spot heat
detector
B Temperature Rating. 135 degrees F
C Rate -of -Rise: 15 degrees F /minute.
2.4 CEILING SMOKE DETECTOR
A. Product Description NFPA 72, ionization type ceiling smoke detector with the following
features
1 Adjustable sensitivity
2. Plug -in base
3 Auxiliary relay contact.
4 Integral thermal element rated 135 degrees F
5. Visual indication of detector actuation
B Mounting: 4 inch outlet box.
2.5 ALARM LIGHTS
A. Product Description NFPA 72, strobe lamp and flasher with red lettered 'FIRE' on white
lens.
2.6 ALARM HORN
A. Product Description. NFPA 72, surface or flush type fire alarm horn with the following
features.
1 Sound Rating. 87 dB at 10 feet.
2 Integral strobe lamp and flasher with red lettered 'FIRE' on white lens.
B Product Description Exterior mounted siren with the following features
1 Sound Rating 96 dB at 10 feet.
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2 7 TAMPER SWITCH
A. Product Description Listed switch which transmits a trouble condition to the control
panel when the switch is in an abnormal condition
2.8 FLOW SWITCH
A. Product Description Listed switch which, when inserted into a sprinkler pipe, detect the
flow of water through the pipe and transmit an alarm to the control panel
PART 3 EXECUTION
31 EXAMINATION
A. Section 01 70 00 Execution and Closeout requirements.
B. Verify products and systems receiving devices are ready for installation
3.2 EXISTING WORK
A. Remove exposed abandoned fire alarm wiring, including abandoned wiring above
accessible ceiling finishes. Cut cable flush with walls and floors, and patch surfaces
B Disconnect and remove abandoned fire alarm equipment.
C Maintain access to existing fire alarm equipment and other installations remaining active
and requiring access. Modify installation or provide access panel
D Extend existing fire alarm installations using materials and methods compatible with
existing installations, or as specified
E. Clean and repair existing fire alarm equipment to remain or to be reinstalled
3.3 INSTALLATION
A. Install manual station with operating handle 4 feet 6 inches AFF
B. Install audible and visual signal devices 7 feet 6 inches
C Install wiring conforming to NFPA 70 and NFPA 72. Install 14 AWG minimum size
conductors for fire alarm signal circuit conductors in conduit. Install 16 AWG minimum
size conductors for fire alarm detection circuit conductors in conduit.
D Mount end -of -line device in box with last device or separate box adjacent to last device in
circuit.
E. Mount outlet box for electric door holder to withstand 80 pounds pulling force.
F Connect conduit and wire to door release devices, sprinkler flow switches, sprinkler valve
tamper switches, smoke detectors.
G Automatic Detector Installation. Conform to NFPA 72.
H Install engraved plastic nameplates in accordance with Section 26 00 50
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2.7 TAMPER SWITCH
A. Product Description Listed switch which transmits a trouble condition to the control
panel when the switch is in an abnormal condition
2.8 FLOW SWITCH
A. Product Description Listed switch which, when inserted into a sprinkler pipe, detect the
flow of water through the pipe and transmit an alarm to the control panel.
PART 3 EXECUTION
31 EXAMINATION
A. Section 01 70 00 Execution and Closeout requirements
B Verify products and systems receiving devices are ready for installation
3.2 EXISTING WORK
A. Remove exposed abandoned fire alarm wiring, including abandoned wiring above
accessible ceiling finishes. Cut cable flush with walls and floors, and patch surfaces
B Disconnect and remove abandoned fire alarm equipment.
C Maintain access to existing fire alarm equipment and other installations remaining active
and requiring access Modify installation or provide access panel
D Extend existing fire alarm installations using materials and methods compatible with
existing installations, or as specified
E. Clean and repair existing fire alarm equipment to remain or to be reinstalled
3.3 INSTALLATION
A. Install manual station with operating handle 4 feet 6 inches AFF
B Install audible and visual signal devices 7 feet 6 inches.
C Install wiring conforming to NFPA 70 and NFPA 72. Install 14 AWG minimum size
conductors for fire alarm signal circuit conductors in conduit. Install 16 AWG minimum
size conductors for fire alarm detection circuit conductors in conduit.
D Mount end -of -line device in box with last device or separate box adjacent to last device in
circuit.
E. Mount outlet box for electric door holder to withstand 80 pounds pulling force.
F Connect conduit and wire to door release devices, sprinkler flow switches, sprinkler valve
tamper switches, smoke detectors
G. Automatic Detector Installation: Conform to NFPA 72.
H Install engraved plastic nameplates in accordance with Section 26 00 50
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Ground and bond fire alarm equipment and circuits in accordance with Section 26 00 50
3 4 FIELD QUALITY CONTROL
A. Section 01 40 00 Quality Requirements
B Test in accordance with NFPA 72 and local fire department requirements.
C Complete NFPA 72 Inspection and Testing Form test report.
3 5 MANUFACTURER'S FIELD SERVICES
A. Section 01 40 00 Quality Requirements
B Include services of certified technician to supervise installation adjustments, final
connections, and system testing.
3.6 DEMONSTRATION AND TRAINING
A. Section 01 70 00 Execution and Closeout requirements.
B. Furnish 4 hours of instruction each for two persons, to be conducted at project site with
manufacturer's representative.
END OF SECTION 283101
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